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2600 Lone Oak Pt Use BLUE or BLACK Ink For Office ll,~,~~t~ 1 My of Eajan j Permit I Permit Fee: a I 3830 Pilot Knob Road I I Eagan MN 55122 I Date Received: j Phone: (651) 675-5675 I I Fax: (651) 675-5694 1 Stafl: I I_ 2010 COMMERCIAL BUILDING PERMIT APPLICATION ol, Date: ' V Site Address: _Z(OC ~ LOO Q IV-' PO 1 v1't C L + I Tenant Name: lll~~ ~'c' P►~ - A t.) ~ (Tenant is: New~/~ / Existing) Suite Former Tenant: NT! PROPERTY OWNER Name: p'`l LA t.-SE6 Phone: 0`4_'_1 Address / City / Zip: 1050 A Applicant is: Owner X_ Contractor i C~ (c'.. D I C) TYPE OF WORK Description of work: Construction Cost: i ► CONTRACTOR Name: 1 1 Co/Al-icense 'Z QA 5518,2 Address: 2-%02S CQf_A+t-1'VA _bcity: State: ~~Zip: Phone: ri b~ °"A (05 " 0Z2_0 Contact: LAL! ~ l~ Email: <J-1 V1+ At, r V C - Co ARCHITECT / Name: Registration ENGINEER Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG, Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstate necall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that 1 understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x x Applicants Printed Name Applicant's Signature Page 1 of 3 - 1 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Public Facility _ Accessory Building _ Apartments ✓Commercial / Industrial _ Exterior Alteration-Apartments Lodging _ Greenhouse / Tent Exterior Alteration-Commercial _ Miscellaneous _ Antennae Exterior Alteration-Public Facility WORK TYPES New _ Interior Improvement Siding _ Demolish Building* _ Addition _ Exterior Improvement Reroof _ Demolish Interior ✓Alteration _ Repair J Windows _ Demolish Foundation _ Replace _ Water Damage Fire Repair _ Salon Owner Change - Retaining Wall *Denotition of entire building - give PCA handout to applicant DESCRIPTION Valuation /6/.060 00 Occupancy MCES System y 4-s-- Plan Review _L Code Edition lea ~5 A9 G SAC Units (25%_ 100°!0) Zoning City Water e~Crs Fi Census Code Stories Booster Pump # of Units Square Feet PRY # of Buildings Length Fire Sprinklers Type of Construction rFl Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation Other: Drain Tile Pool: -Footings Air/Gas Tests -Final Roof: _Decking _Insulation _„_Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick jC Framing Windows Fireplace: -Rough In Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: VikL L- Building Inspector Reviewed By: Planning COMMERCIAL FEES Base Fee / 51o1 oG Water Quality Surcharge 8 ,54 Water Supply & Storage (WAC) Plan Review 92-1~ 72 Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S$W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation)Water Lateral Park Dedication Other: Trail Dedication Water Quality - TOTA~ZB'e Page 2 of 3 TERRA GENERAL CONTRACTORS LLC 10234 City of Eagan BATE INVOICE NO. DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE 9-14-10 20100914 10-228 01-0120 (0) 2428.04 .00 2428.04 DATE CHECK 9-14-10 NUMBER 10234 TOTALS 2428.04 . 00 2428.04 L,?ITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: + e rvi ??r,w. E L PERMIT TYPE: Permit Number: Date Issued: APPLICANT: 0 0-06 PERMIT SUBTYPE: TYPE OF WORK: F r A r Permit Holder Date Telephone M PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS CONDUCTIVITY TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAI 1U c** BUILDING PERMIT To be used for 1HT 11MM CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 Receipt # Est. Value :7 3.000 Date Site Address 2600 Lot 1 Block i Parcel No. Sec/Sub. W Name K V AMSFACR TRAIIIII' G CTR 3 Address SANK 0 City Phone Name ..... ..................... 100 VEMAUUM LJM no ;i2 00 Address City Phone 727-6392 (Pa u W W Name THS ?1? t ? Address RN 344 CZNMR NZZU111116 4 W City ST PAUL Phone 726-9012 I hereby acknowlege that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permitee -- ?. - A Building Permit is issued to: N.A• MORTZNSON CO on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. 19 91 OFFICE USE ONLY Occupancy FEES Zoning • 527.00 (Actual) Const Bldg. Permit (Allowable) 37.50 Surcharge # of Stories 343.00 Length Plan Review Depth SAC, City S.F. Total - SAC, MCWCC S.F. Footprints - On Site Sewage Water Conn On Site Well Water Meter MWCC System - Water Deposit Acct. PRV Required S/W Permit Booster Pump S/W Surcharge Treatment PI APPROVALS Road Unit Planner Park Ded Council Bldg. Off. Copie s • Variance TOTAL r 19733 Permit No. Permit Holder Date Telephone # WATER SEWER PLUMBING HN.A.C. ELECTRIC /l Q inspection Date insp. Comments Footings I Foundation Framing Rooting Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orstat Test Final Plbg. Plbg. Inspector - Notity Plumber Const. Meter Engr./Plan Bldg. Final Deck Ftg. Deck Final Welt Pr. Disp. CITY OF EAGAN 18409 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMV Receipt # 7hl CUiAD .? Est. Value $150,000 Site Address z W NC. tP.& Lot 1 Block 1 Sec/Sub. Parcel No. a Name NORTHWEST AIRLINES Address 7700 LONE OAK PKWY ° City EAGAN Phone 726-7075 a ,,,,,.„„ M A MORTENSON CO Phone Name _ Address City I hereby acknowlege that I have read this application and state that the information is correct ?rtd' agree 4o co ly with all applicable State of Minnesota Statutes anfl City of EAgan OrInances. % Signature of Permitee `C A Building Permit is issued to: N A MORTENSON CO on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official OFFICE USE ONLY Occupancy ".1 B-2 FEES Zoning (Actual) Const (Allowable) # of Stories Length Depth S.F. Total S.F. Footprints On Site Sewage On Site Well MWCC System City Water PRV Required Booster Pump APPROVALS Planner Council Bldg. Off. Variance Bldg. Permit Surcharge Plan Review SAC. City SAC. MCWCC Water Conn Water Meter Acct. Deposit SiW Permit S/W Surcharge Treatment PI Road Unit Park Ded. Copies TOTAL 815.00 75.00 529.00 1,419.OC Permit No. Permit Holder Date Telephone # WATER SEWER PLUMBING H.V.A.C. ELECTRIC htspeetion Date Insp. Comments Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Final Plbg. Const. Meter Plbg. Inspector - Notify Plumber Engr.IPlan Bldg. Final Deck Fig. Deck Final Well Pr. Disp. MIT U? WINO CITY OF EAGAN Q 17254 y 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 F' BUILDING PERMIT Receipt # -J f To be used for ADDITION Est. Value 42, Dale__ ; 19 E9 Site Address 2600 LOMB OAK PT Lot Block 1 Sec/Sub. LONH OAK 2ND OFFICE USE ONLY Parcel No. Occupancy B--2 FEES D W Name NORTHWEST AEROSPACE TRAINING Zoning (Actual) Const I P I-FR SPR Bld Permit 7,300.00 Address 2600 LONE OAK PT (Allowable) g. 164 1 00 o City EAGAN Phone 726-3142 # of Stories 2 1291 Surcharge Pl R i . 6 3, 650.00 length an ev ew o Name M A MORTENSON CO Depth 1601 SAC Cit 0- U Address 700 MEADOW LANE N S.F. Total 24000 . y '- City "PLS Phone 522'-2100 S.F. Footprints 16800 SAC, MCWCC 1¢ 18w Name SCHOEN ASSOCIATES, INC On Site Sewage On Site Well Water Conn ? w u'- Addre55 667 aEi9ER3 AVE MWCC System water Meter CC W City GRAND FORKS, NDPhone (701) 746-1439 City Water Acct. Deposit PRV Required S!W Permit I hereby acknowlege that I have read this application and state that the Booster Pump S/W Surcharge information is correct and agree to comply with 411 applicable State of Minnesota Statutes and City of Eagan Orcliq pces': '? Treatment PI Signature of Permitee APPROVALS Road Unit A Building Permit is is"setl to: tf A lSOR'p IdSOtr CO Planner Park Ded. bn the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies Building Official Variance TOTAL 12,114.00 Permit No. Permit Holder Date Telephone # W,4'?ER A SEWER PLUMBING H.V.A.C. ELECTRIC Inspection Date Insp. Comments Footings l Foundation i?/y r?9 Framing Roofing Rough Plbg. f ?/ . ^ 1 t7 Rough Htg. ? Isul. Fireplace Final Htg. 90 Final Plbg. -?Z ?G' ,U /V • Const. Meter Plhg. Inspector - Notify Plumber Engr./Plan - fd Bldg. Final q 3 / G ©S ` Deck Ftg. Deck Final Well Pr. Disp. Tutifiroft of (Orrupoury Citp of Cagan DeparbaM of ]Wbhtg 3naptrum This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following.• U. cl..r.Gon A>rOITIQ+F- Y WIIW, Bidg. Permit No. 17254 00-p-Y TYM B2 Zoning District PD Type constIl FR '? Owner of Building ? AMW?; "?" ??M 2600 IE OAK }O rs EAGAN Bwk in Address 2600 InE r111At WINr Locality _ L1 • B1. I 7 W 7M U`, [i _ Date: PMARM 1, 1990 ) Bwldin Olf POST IN A CONSPICUOUS PLACE NATCO BLDG 6I1NG CITY OF EAGAN 42 17110 3830 Pilot Knob Road, P.O. Box 21-199 Eagan MN 55121 , , PHONE: 454-8100 0 399 7 BUILDING PERMIT Receipt # To be used for STRUCTURAL STEEL Est. Value $400+000 Date SEP 27 19 89 Site Address 2600 LONE OAK PT Lot 1 Block 1 Sec/Sub. LONE OAK 2ND OFFICE USE ONLY ? Parcel NO. Occupancy FEES i W Name CW Zoning (Actual) Const Bldg. Permit 1,340.00 9 Address 2600 LONE OAK PT (Allowable) 200.00 City EAGAN Phone 726-3142 # of Stories Surcharge - 670 00 Plan Review . ¢ c h A MORTENSON CO Name Length Depth SAC Cit 300.00 1 70 ME , y o? ? 0 ADOW LN Address N S.F. Total 1,725.00 ? E City MP Phone 522-2100 S.F. Footprints SAC, MCWCC Water Con W SCHOEN ASSOCIATES INC On Site Sewage n Name On Site Well W t M Z= Address 667 DEMERS AVE MWCC System er a eter az <W GRAND FORKS ND 701) 746-1439 City Phone City Water Acct. Deposit - ' PRV Required W Permit S. I hereby acknowlege that I have read this application and state that the Booster Pump S/W Surcharge information is correct and agree to comply with all applicable State of Mi S 684 4 nnesota tatutes and City of Eagan Orclighrtes. Treatment Fit . 1 Signature of Permitee.• APPROVALS Road Unit A Building Permit is Is ed to: Planner Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies V i 4.919.00 ' Building Official ar ance TOTAL Permit No. Permit Holder Date Telephone # WATER S&Vsw PLUMBING ?Q Q/O 9 rl. xv H.V.A.C. ELECTRIC Inspection Date Insp_ Comments FootingsI Foundation Framing Roofing Rough Plbg. Rough Hig. ?O/3/ U?• P!'G /?/ P? . Isul. Fireplace Final Htg. Final Plbg. Const. Meter Plbg. Inspector- Notify Plumber Engr./Plan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. FLIGHT INSTRUCTION CITY OF EAGAN s0 17018 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PHONE: 454-8100 Receipt # L" JVS To be used for IPOUNDATION Est. Value Date 99MNEER 1 19--!9--- Site Address 2600 Low OAK POINT Lot 1 Block i Sec/Sub. LON7< 0" 2ND OFFICE USE ONLY Parcel No. Occupancy FEES NW AEROSPACE TRAINING W" zoning $150000 W Name - (Actuall Const Bldg. Permit OAK Fpf Address 2600 LONE (Allowable) - h C EAG" arge Surc City Phone x of Stories - Plan Review Length c Name M.A. MORTENSON 00 Depth SAC City IOW LANK No , O< Address S.F.Total 0 SAC, MCWCC _ 0 City I!1 Phone 1 S.F. Footprints - Water Conn On Site Sewage W Name SC1'!0$t!1 A6SOCIATB3 INC On Site Well Wate Mete Address 667 DEWM AVZ MWCC System r r <W GRAND FORKS Phone 701746-1439 City City Water Acct. Deposit S PRV Required rW Permit I hereby acknowlege that I have read this application and state that the Booster Pump S/W Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and City of-Eagan Out aces,' Treatment PI Signature of Permitee .--2,11"f- APPROVALS Road Unit A Building issued to: M%A• ton ' w Permit is isssued Planner Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minne to Statutes and City of Eagan Ordinances. Bldg. Off, Copies 00 Building Official r" Variance e TOTAL Permit No. Permit Holder Date Telephone # WATER SEWER PLUMBING H.V.A.C. ELECTRIC Inspection Date Insp. Comments Footings I / ?l / c SA? ? %77e; Foundation Framing Rooting Rough Pibg. Rough Htg. Isul. Fireplace Final Htg. Final Plbg. Const. Meter Plbg. Inspector - Notify Plumber Engr./Plan Bldg. Final Deck Fig. Deck Final Well Pr. Disp. PERMIT # .' , MECHANICAL PERMIT RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: ,ONTRACT PRICE: PHONE: 454-8100 Site L -T Sec/Sub lVo? ?? , Phone Phone M BTU M BTU M BTU M BTU CFM BLDG. TYPE WORK DESCRIPTION Res. New _K_ Mutt Add-on X Comm. Repair Other FEES RES. HVAC 0-100 M BTU -S24.00 ADDITIONAL 50 M BTU - 6.00 (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) - 1.50 EA. COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES MINIMUM RESIDENTIAL FEE - ALL ADD-ON & REMODELS - 12.00 MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Name ca Addre c city Name c Addre: p City Forced Air Boiler Unit Heater Air Cond. Vent Gas Piping Outlets # Other G IV (ADD $.50 S/C IF PERMIT PRICE GOES r ? r FEE: ] [% S/C: GNATURE OF PERMITTE,I_ TOTAL J` US - FOR: CITY OF EAGAN PERMIT # ' PLUMBING PERMIT CITY OF EAGAN RECEIPT # , 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE: IO - 0 `I Site Lot. Name Adore U) City Name Addre: p City _ FEES COMM/IND FEE - 1% OF CONTRACT FEE MINIMUM - RESIDENTIAL FEE -$10.00 MINIMUM - COMM/IND FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) BLDG. TYPE WORK DESCRIPTION Res. New < Mult Add-on X Comm. Repair Other NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE ylO FOR CITY OF EAGAN STATE S/C: ' S GRAND TOTAL c?? (? ' Cities ity Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. -? -' CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt To be used for Est Value 19,400 Site Address OFFX Lot Block Sec/Sub. On Site Sewage MWCC System - Parcel No. On Site Well City Water - Name AAA---- °C Name o 0 v Address P City Phone d a F W Name = v Address W City Phone 1 hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit Is Issued to: all work shall be done in accordance with all applicable State of I Building Official APPROVAL Assessments Water/Sewer Fire Engr. Planner Council Variance Occupancy Zoning Type of Const (Actual) (Allowable) * of Stories Depth S.F. Total Footprint S.F. FEES Permit Surcharge Plan Review SAC, City SAC, MWCC Water Conn. Water Meter Road Unit Treatment Pt Parks Copies _ 5;i. x/87 ?/ C, ov Permit No. Permit Holder Nate Telephone a Plumbing HN.A.C. 7 7F, Electric i K c;' ' ?? `r !l . h ? ?C '• (C. Softener 1 , z? ! .'iq?? - 6X1 Inspection Date Insp. Comments Footings l Footings II l A147 jl? Foundation Framing 1411747 rU4 9- S Z. Roofing Rough Pibg. Rough Htg. ?-2a 4- ?w Isul. Fireplace Final Htg. Final Plbg. ?g- Bldg. Final Cert.Occ. j? lGjllo-?T Cl/? Temp. LP i4 -,18.7 Deck Ftg. Deck Frmg. 1 ?U Well Pr. Disp. OK Ric -k t .L, 9/9o/8rI ?1/tXl? O,i a., CONTRACT PRICE: Site Address ? Name City PERMIT # SS S?/ 7 PLUMBING PERMIT RECEIP # CITY OF EAGAN A30 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: Y ??- PHONE: 454-8100 Name c Address C p City ,g = 4 Phone.1& - .? a ;L FEES COMM/IND FEE - 1% OF CONTRACT FEE APT BLDGS - COMM RATE APPLIES TOWNHOUSE A CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE -$12.00 MINIMUM - COMM/IND FEE -$20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 SIC IF PERMIT PRICE GOES BEYOND $1,000.00) FOR: CITY OF EAGAN BLDG. TYPE WORK DESCRIPTION Res. New Mult, Add-on COMM. x Repair Other RES. LBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL - $3.00 Both s-$3.00 Wry 3.00 #g_i$1 Closet - $3.00 $ r $ 0 n Sink - .00 Bidet - $3. .?_ry Tray - .00 2.3-rains 1.50 ?-Hea r - $1.50 _a--_o - $3.00 ?_' ing Outlets - $1.50 IMUM - 1 PER PERMIT) er - $5.00 $$10.00 Private Disp. - $10.00 Rough Openings - $1.50 t.0 f- FEE: 41%ao ?_ ?,l?? ?^k r 41 5".STATE S/C: b GRAND TOTAL: `/ " r - F PERMIT # MECHANIC iERMIT A CITY OF 3830 PILOT KNOB ROA _ GAM RECEIPT # Q, EAGAN, MN 55122 DATE C f ? CONTRACT PRICE: PHONE: 4 54-8100 Site Address DG. TYPE WORK DESCRIPTION Lot Bloc 1 nec/Sub New --- ult Add-on Name u mm,' -? Repair a Address eth c city E; _-;1Rhone er RR FEES Name I ES. HVAC 0-100 M BTU -$24.00 f Address ,P ADDITIONAL 50 M BTU - 6.00 , 3 p City jf - Phone (ICES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) C?4S OUTLETS (MINIMUM 1 PER PERMIT 0 EA 1 - ) - .5 . % TYPE OF WORK MM/IND FEE - 1% OF CONTRACT FEE Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES Boiler M BTU WNIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU REMODELS - 12.00 Air Cond. M BTU $ MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent CFM $ (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outlets # _ BEYOND $1,000) .? Other FEE j S/C: s? - "SI ATURE OF PER'MITTIEE TOTAL FOR: CITY OF EAGAN CITY OF EAGAN 3830 Plot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt M To be used for Est. Value Date JANUA Y 2 ) . ig 37 Site Address 2600 UOi? t: OAK PT Erect ? Occupancy Lot 1 Bloc k 1 Sec/Sub. LONE OAK 2N D Remodel ? Zoning Parcel No. Repair ? Type of Const Addition ? No. Stories a Z Name iIOP.TIi?.':"ST AIRLINbS Move ? Demolish C1 Length Depth Address Int. Impr. C1 Sq. Ft c City Phone Install ? o Name M.A. MORTENSON u -k Address ' - Q. WX 710 City Phone 522-210i) F W Name F p Address < W City Phone I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ord1n nces. l ee ?? Signature of Permitt N! . A . MORTENSON A Building Permit is issued to: all work shall be done in accordance with all applicable State of Minnesc Assessment Water & Sew. Police Fire Eng. Planner Council Bldg. Off. APC Var. Date 131?5 Permit S15-00 Surcharge Plan Review SAC Water Conn. Water Meter Road Unit Tr. PI. Parks Copies Total $15.00 on the express condition that and City of Eagan Ordinances. Building I Permit No. I Permit Hone. I Dab I TW*Mwne N I Dab Plbg. Hig. "W. Plbg. Final Occ. Fig. Frmg. Diap. ' • CITY OF EAGAN A' {? 12 8? 6 `? '. 3830 Pilot Knob Road, P.O. Box 21-1 99, Eagan, MN 55121 °' PHONE: 454-8100 1 BUILDING PERMIT Receipt # I f a! To be used for FOUNDATION Est Value Date OCTOBE R 30 , 19 3 6 Site Address 2600 LONE OAK PT Erect. 121 Occupanc y Lot 1 Block 1 Sec/Sub. LONE OAK 2ND Remodel ? Zoning Parcel No Repair ? Type of Const . Addition ? No. Stories a Name NORTHWEST AIRLINES Move 13 Length i 2700 LONE OAK PKWY Demolish ? Depth o Address UAG N 726-2300 Int Impr. 1:1 Sq. Ft City Phone Install ? o A. A. MORTENSON CO N Approvals Fees ame 0< Address 700 MEADOW LANE N Assessment Permit 15.00 city t?tPLS Phone 454-9630 (JOBSITE) Water&Sew. Surcharge 522-2100 O C ? SCHOEN ASSOC W W ) Police Plan Review W Name Fire SAC _ = Address 667 DFMERS AVE , 00 Eng. Water Conn. , i W city G - FO?K?hone 70I/746-1439 Planner Water Meter Council Road Unit I hereby acknowledge that I have read this application and state that the Bldg. Off_ 10/23/ d Tr. PI. information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. APC Parks Var. Date Copies Signature of Permittee Total - A Building Permit is issued to: ' . A . MORTENS014 CO on the express condition that all work shall be done in accordance with all applicable,$ ate of Minnesota Statutes and City of Eagan Ordinances. ?y Building Official .r Permit No. Permit Holder Date Telephone k Plumtimg HM A.C. Electric Softener Inspection Data Insp. Comments Footings l Footings II Foundation 40, Framing Roofing Rough Pibg. Rough Hill. Insul. Fireplace Final Hill. Final Pibg. Bldg. Final Cert. Occ. Deck Fig. Deck Frmg. Well Pr. Dlsp. CONTRACT P Site Address , Lot -_,L - m Name eq Address c City , Name _ 3 Address O City - PLUMBING PERMIT CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 PERMIT # 9 EC r) RECEIPT #a!?t 7`??r7 DATE: Q' J BLDG. TYPE WORK DESCRIPTION Sec/Sub Res. New Mult. Add-on omm. Repair Other FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE -$12.00 MINIMUM - COMM/IND FEE -$20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 SIC IF PERMIT PRICE GOES BEYOND $1,000.00) PERMITTEE Phone RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $300 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3-00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE: STATE SIC: FOR: CITY OF EAGAN GRAND TOTAL: r_ SITE ADDRESS B Sect/Sub. Unit # Permit # INSPECTION DATE INSPECTOR OTHER FRAMING ROUGH PLBG. ROUGH HTG. INSUL FIREPLACE FINAL HTG. FINAL PLBG. UNR FINAL CERVOCC , INSPECTION DATE INSPECTOR COMMENTS ?? o r /s T, j0xo, 3R0 P4, JCT- ry <7 7 U ?? /?x? - G7' r r T% f 7 ? _ pp ?. w? Lfc ..,. a w APflOIrm PXLT L.[ 1.Ayau'T-. 0K ©?? t Grr._, t L.j SITE ADDRESS L B Sect/Sub. Unit # Permit # INSPECTION DATE INSPECTOR OTHER FRAMING ROUGH PLBG. ROUGH NTG. INSUL FIREPLACE FINAL HTG. FINAL PLBG. UNIT FINAL CERVOCC INSPECTION D ATE INSPECTOR COMMENTS 70 S 41 i I -Y, 7 h 1-2 r C . -YZ ,tI / r Gls3 S 1 ° -7 SITE ADDRESS B Sect/Sub. Unit # Permit # INSPECTION DATE INSPECTOR OTHER FRAMING ROUGH PLBG. ROUGH HTG. INSUL RREPLACE RNAL HTG. RNAL PLBG. UNIT RNAL CERVOCC T . INSPECTION DATE INSPECTOR COMMENTS of 7 ,7-S7 4le -i G - r ? z ? x?,G fL' /-L/ 7- 9 pn ?-c -l ,U- -C, " 1 SITE ADDRESS L B Sect./Sub. Unit # Permit INSPECTION DATE INSPECTOR OTHER FRAMING ROUGH PLB6. ROUEN NT6. /D `f f ? Ut..c J• ?,c?7 ! D , INSUL FIREPLACE FINAL NT6. FINAL PLB6. UNIT FINAL CERVOCC . IMMITICNAL - UKN aaY ANCZ (F SANITARY SYSl T erttfiratt of Orr vaury Citp of eagan 10tvartmnd of adlMno Jwtrtimt This Certiftcate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following., U. 0.ification ccw. OR, • Bldg. Permit No. 133E Occupancy Type B-2 Zoning District PD Type Cams. IT II£, O,,w or B.M mg tERTH;aESr M.TNES ; . i' . Address 2700 r MIF ONK ?ya,nr, F.AC:AN Bwwing Address 2600 IM OAK POINT Locality i .1, F,1, LlRJF? CAK 2NC, Date: r)(-rCM N - 1987 Bumns Official POST IN A CONSPICUOUS PLACE Terti#iratr of (Orrupaury Citp of Cagan lopparwMI of 11ughwo , rrum This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Use Classification ,7 MM . O Y C . Bldg. Permit No. 13 3 r , Oxupaacy "IYN B-2 zoning mnia PD 'lYP, Court 11 DE OwTw of Building NOBTW7 -JI :'.T'4'_S '? ,_.. Address 090KIM C1AiC PKSY, FW.0 Building Add= i onlity L 1, B 1, WW OAK 2M Dais: ice"-1TP 3, 1987 Building Official . . POST IN A CONSPICUOUS PLACE CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: VE ()AV P1 :ts us;t: :'11C+ PERMIT SUBTYPE: PECTION RECORD PERMIT TYPE: Permit Number: " 1 1 34 ` Date Issued: 1 /Is APPLICANT: TYPE OF WORK: I}1, I I I IAN pi t I : 1 1 ?,I ITNP Mflr+lll AN NI fifi 1 INSPECTION DATE INSPTR. INSPECTION TYPE DATE INSPTR. t S - VERIFY THAT ( XISI"INf; (IIJIr!xIDF WA II THAI I IHI( I% ATTA(14111MB 'Co I^. Or 2-Nt+ Flirt RU,% TI Vf C.nN+TRuctIf0H W) (H 90-MINOIE I- IRF •RFSIeiIrV1 PRnTFCTIaN or h+ r,ir,'. f11 AN III '..'1t 111 0 H': Ifek "I'll" I '. L Permit No. Permit Holder Date Telephone S ELECTRIC PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS / ks Orc / ' 20 f S' t7'iS[e.s dt FOUND FRAMING °/2 if GLfO l G ' C C ev??' [ i?4? ?? 1!'? ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I_ BSMT FINAL DECK FTG DECK FINAL ( e?ti caize of cccupanc? of wagan ?e?rartx?ext of laxilbing 3xivection This Certificate issued pursuant to the requirements of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Use classifiaio.: COMM ADDITION Btdg Permit No 3I-A A- Type Conn. ? yT? NW AIRLINES Zoning ? A, ss 5101 NORTHWEST DR., ST. PAUL, MN o?Addm? PT L12 B1, LANE OAK 2ND Z600 LONE OAK Building Address I.ocaliry Dafr- Buik in6 Official POST IN A CONSPICUOUS PLACE S I INSPECTION RECORD 7control No. ®o J i "Cr" OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: L O T , 1 ?APO LANE OAK PT 1O tr OAK ?ND PERMIT SUBTYPE: t.omfM1/1NC). RI-M. I - - - MW ---I- PERMIT TYPE: r S ? Permit Number: Date Issued: ocx : 1 APPLICANT: M1LLfA BLURS., 0 3 (612) 486-01#0 TYPE OF WORK: 0#00r.g 03/18/92 ALTERATION . ,.' r, E' .1F 5+..-cjta• S i'cS ! z • i t t*t ; z ?w1? 1 L2 t- - Pf"MAttp *Nil FLOOR CAVFTEPIA Permit No. Permit Holder Date Telephone # S/W PLUMBING l ? HVAC ELECTRIC / yj l? ELECTRIC Inspection Date Insp. Comments Footings I Foundation Framing 2 ?C r Z Roofing Rough Plbg. &..1_e24F Z& 9 Z ° jx4 u Rough Htg. Iaul. Fireplace Final Hig. Orsat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter Engr./Plan Bldg. Final Deck Fig. Deck Final Welt Pr. Disp. fir! 4 r ?/??r v 11e ?e?P K.ira?ediAk `R/' CITY OF EAGAN 3830 Pilot Knob Road 1 Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: I „ 11IN1- OAK V 1 11114; 11l.t . NI) PERMIT SUBTYPE: TYPE OF WORK: 01 11 1, 1 11 1 1 1IN ti11 i 1 14 1 No. 0Z0H04 0SI1019; At TFRAt ION nt WWI- PAP 111 1 iON' 7 PERMIT TYPE: Permit Number: Date Issued: i R I. o I h , APPLICANT: i.;:,. ' . ("MI! I, III, 4612) /?'l. /hHl Permit No. Permit Holder Date Telephone # S/W PLUMBING HVAC ELECTRIC ELECTRIC Inspection Date Insp. Comments Footings 1 Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Hig. Orsat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter Engr./Plan Final 793 (}LJ ih Wa" 11 /mil ? r C>U Deck Fig. Deck Final Well Pr. Disp. CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: ?. 111,11 UF+K I I ! !1t 1,i-: 1?1, PERMIT SUBTYPE: PERMIT TYPE: Permit Number: Date Issued: I tit M r + APPLICANT: TYPE OF WORK: I I I kA I I,1N INSPECTION TYPE .DATE INSPTR. INSPECTION TYPE DATE INSPTR. 111111 ! i !? ?'? 1:1, ,101111 IN 1, I !, I I N.ARVr , : R1 MOVU Cr [ t t t'fti • It I (,it f>AN I I I I fI11Is AHD Atll) 01411- VAV 1 I 111IN F L Permit No. Permit Holder Date Telephone M S/W PLUMBING HVAC ELECT ELECTRIC Inspection Date Insp. Comments Footings l Foundation Framing Roofing Rough Plbg. Rough Htg. lsul. Fireplace Final Htg. Orsat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter EngrJPlan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 ON RECORD PERMIT TYPE: Permit Number: Date Issued: SITE ADDRESS: I +I PERMIT SUBTYPE: 1 { APPLICANT: TYPE OF WORK: AI Ir?.A11441 1+ i I i N f HU Af ROSPACI INSPECTION DATE INSPTR. INSPECTION TYPE DATE INSPTR. ; ?f;tif tt f ;. I wARKSa WALI Permit No. Permit Holder Date Telephone R ELECT PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ?Z ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL 1ct BSMT R.I. BSMT FINAL DECK FTG DECK FINAL CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: 1 41PI! lilt iJAIt .'Nll PERMIT SUBTYPE: PERMIT TYPE: Permit Number: Date Issued: 1 81 lit I. ! APPLICANT: TYPE OF WORK: It li I 1 rr Lt#? ni 1 r 0 A I' I ON IfNWA IRA ININsy fHfVf INSPECTION • TYPE DATE INSPTR. I t 14 11 ?'I.tl II!?? iltrlf ri. Permit No. Permit Holder Date Telephone s ELECTRIC PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL CONTRACT PRICE i .. Site Address 1.1 Lot Block Name _ Addr c City ' ^Phone Name 3 Address O City Phone PERMIT # PLUMBING PERMIT RECEIPT # ?_ r - CITY OF EAGAN KNOB ROAD, EAGAN, MN 55122 DATE: f PHONE: 454-8100 FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE -$12.00 MINIMUM - COMM/IND FEE -$20.00 STATE SURCHARGE PER PERMIT - .50 E (ADD $.50 S/C IF PERMIT PRICE GOES FOR: CITY OF EAGAN BLDG. TYPE WORK DESCRIPTION Res. New Mult. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING NO. FIXTURES TOTAL Water"Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - 51.50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - 510.00 Private Disp. - $10.00 Rough Openings - $1.50 r l FEE: ? C Z, OD t1 ` STATES/C: r? ? GRAND TOTA ? L: Z'? 1' YYl C.' CITY OF EAGAN 3 OT KNOB ROAD, EAGAN, MN 55122 CONTRACT PRICE: . PHONE: 454-8100 Site Address - ????,,?? L 4, Lot J`B b& Sec/Sub n Name ;1 - C-Y Ct m Addres c city ` 1 ' Phone Name 3 Address O City Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE -$12.00 MINIMUM - COMMAND FEE -$20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) 1 i???.a,`; ?; t?'_fi :.'_.k 1 ?r5i ???/kf'• tA 1lLt?_?i $fG"TURE OF PERMITTEE t FOR: CITY OF EAGAN PERMIT # RECEIPT # _I DATE: BLDG. TYPE WORK DESCRIPTION Res. New Mult. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 ? i FEE. / CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 PHONE: 454-8100 Site Address ' 1 t k? Lot -2/0 Block c-? Sec/Sub i Name M C Address I C City « j1d Phone ?? - °? I Name 3 Address O City Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE -$12.00 MINIMUM - COMM/IND FEE -$20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES PERMIT # RECEIPT # DATE: _ BLDG. TYPE WORK DESCRIPTION Res. New Mult. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - 53.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - . $150 tf i W t MF'.- OgAAK, 0,.L44 FEE: SIGNAL, lJRE OF PERMITTEE Z t1 STATE SIC: ?j FOR: CITY OF EAGAN jJ?` >'?GRAND TOTAL: J' ?L fl',YellIT# /C'P- P PERMIT RECEIPT # 0 O !? ,- ' CITY OF EAGAN < ILO KNOB ROAD, EAGAN, MN 55122 DATE: ? -7 DNTRACT P ' j VV, n RICE:. t „ < r?fPHONE: 454-8100 Site Address '_L Lot Block Name m Addre C City Name - 3 Address p City - Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE -$12.00 MINIMUM - COMM/IND FEE -$20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES FOR: CITY OF EAGAN BLDG. TYPE WORK DESCRIPTION Res. New Mult. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 TR i ough Openings - $1.50 DU ? FEE: STATE S/C: t GRAND TOTAL: ; .: ' /D ?j PLUMBING PERMIT' 4 CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 CONTRACT PRICE: I PHONE: Site Address £ t ( Lot 010 Block a Sec/Sub Name ?_ rL"? - (v L R Address { kA. t c City/ hone ?' < Name c Address p City Phone COMM/IND FEE - 1% OF CONTRACT FEE APT BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE -$12.00 MINIMUM - COMM/IND FEE -$20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES PERMITTEE FOR: CITY OF EAGAN PERMIT # Id RECEIPT # I ?I•ti'? DATE: -I v BLDG. TYPE WORK DESCRIPTION Res. New _ Mult. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 -Urinal/ Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $150 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 1<<CD FEE: STATE S/C: U1"- _ to M?l GRAND TOTAL: f ?' ?- - -.. c x? .•'RY'.v::: n'r.... - .- - w.? wM, /II?fYe?".!r"c`c CITY OF EAGAN Permit No: 3737 Date: 5 -14-87 3830 Pilot Knob Road Meter No: Size: P.O. Box 21199 Reader No: Date. Eagan, MN 55121 Conn. Chg: Acct Dep: Permit Fee: -' Surcharge: - Tr. Plant I t^fi Meter. Zoning: No. of Units nr t ,, ?t ?`.arnc? acq I agree to comply with the City of Eagan Ordinances. WATER SERVICE PERMIT IN CITY OF EAGAN 3830 Pilot Knop.ilload SEWER SERVICE FgRMIT P.O. Box eugg Eagan, MN 55121 PERMIT NO.: - ` col -11-f Zoning: DATE: ` Owner. No. of units: ` 0 ATM en (?cc• - - to comply with the City of Eagan Insp.: Connection Charge: 3 3 F 00' Cppd Account Deposit: Permit Fee: ' Surcharge: Misc. Charges: Total: City of Ea jan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 -----------------, For Office use 1 j Permit S 3 / 7 7 ? Permit Fee: I ? Date Received: y?' z-T 1016 j I I I Staff: I I I 5-'2 3 2008 COMMERCIAL BUILDING PERMIT APPLICATION Date: 4-Z4-08 Site Address; Z ? LAO.,- 0-. IG r t[" ML'A a'.." M" Tenant Name: t`( WA (Tenant Is: _ New! _ Existing) Suite #: PROPERTY OWNER Name: t 41d?.Jt 5T Ayut'.,t Phone: (itZ--7474yo9S Address / City / Zip: Z7r o 4?? t?Javt 1 .L-? Applicant is: - Owner - Contractor TYPE OF WORK Description of work: w•?_, ?gya?y „Ls Construction Cosh 333 SC1J CONTRACTOR Name: ??=?! a. ,c 1vrJ License #: 3 L'C Address: tti s („anJ'r.a _u2 Ai- D ? ^ City: J }'naa - State: h ?!`a Zip: I_ _ Phone:' ?- to (-QI Contact Person: I ? r4Sat? ARCHITECT! Name: Registration ENGINEER 123 1 - r Address: ,42 Lknru u,t s'ez- City: 1 L.uapA ?(?L4 State: Zip: S-401 Phone: &t7-- -60:2?0 Contact Person: Ge4s't. 4U-L &1C-. Licensed plumber installing new sewer/water service: FAA-RW2- m4s& h Phone #: (s'I- 90S--l GC-,b NOTE: Plans and supporting documents that you submit are considered to be public Information. Portions of the information may be classified as non-public d you provide specific reasons that would permit the City to conclude that the are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x 1 l7Lt?. tK6 tSr+ J, x , Applicant's Printed Name Applica is Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES: ? Foundation ? Apartments ? Lodging ? Miscellaneous WORK TYPES: ? Accessory Building ? Ext. Alteration-Apartments ? Ext. Alteration-Commercial ? Ext. Alteration-Public Facility ? Nail Salon ? Public Facility lf,,*?Comme rcial I Industrial ? Greenhouse ? Antennae 7- 0 New ? Interior Improvement ? Siding ? Demolish Building' Addition ? ? Move Building ? Reroof ? Demolish Interior - / bd Alteration ? Fire Repair ? Demolish Foundation ? Replacement ? Windows ? Water Damage • Demolition (entire building) - give PCA handout to applicant DESCRIPTION: Valuation 33OL) Occupancy 8 MCES System ?t 2S MSW? -;bV6 S .000 B U 0 Plan Review Code Edition nits A C 7 (25%_ 100%-::?-3 Zoning Y? City Water U!1e5- 7 `` Census Code Stories '-- Booster Pump ? # of Units - Square Feet ?- PRV # of Buildings Length Fire Sprinklers V4 Pf Type of Const 'r1B Width REQUIRED INSPECTIONS Footings (new bldg) Sheetrock Footings (deck) FinalIC.O. Footings (addition) ,/Kinal/No C.O. Foundation HVAC _ Drain Tile Other: _ Roof: _ Decking _ Insulation _ Final - IceNJater Pool: -Footings _Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace:_R.I. _AirT est -Final Windows _ Insulation Retaining Wall _ Final C/O Inspection: Schedule F ire Marshal to be present . Zes -No Reviewed By: 1 FC'- L. Building Inspector Reviewed By:Planning COMMERCIAL FEES: Base Fee o7. W. 7S Surcharge /61 IN Plan Review 4 sg9 SAC-MCES --- SAC-City SM Permit Financial Guarantee SAW Surcharge - Storm Sewer Trunk Treatment Plant Sewer Lateral Treatment Plant (Irrigation) , _. Street --- Sewer Trunk Park Dedication _ Water Lateral - Trail Dedication Other Water Trunk Water Quality Water Supply & Storage (WAC) ???? ??tt?rI7 Total 7 j ptof /, Page 2 of 3 u Council S-ate o? Environmental Services May 16, 2008 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Northwest Airlines remodel to be located at NWA Building N - 2600 Lone Oak Point within the City of Eagan. It is the Council's understanding the size and use of this space are not changing. This project entails upgrading a flight simulator; therefore, no additional SAC is due. The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651-602-1118. Sincerely, Karon Cappaert SAC Technician Environmental Services Division KC:kb: 080516A9 cc: J. Nye, MCES Peggy Fleck, Eagan L Ep (g? Q `?l Ned Blankenship, Sheehy Construction MAY 2 0 2000 w .metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651( 602-1477 • TTY (651( 291-0904 An F1..1 CJp. o tnIty Employer City of Eap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 MAy ? 2 Z??E ----------------- Permit ? Fes: 6 ? I Date Received: 1 Staff: I L-----------------I 3008 y COMMERCIAL PLUMBING PERMIT APPLICATION Date: ? Site Address: _ 2(094> tlot ? C'O'V?- pzpbt: Tenant. /VMIHWVST fNK.UNes suite: PROPERTY OWNER Name:_N0121-H\n1L? ?(lZL1tJ Phone: CONTRACTOR Name: tfAft'S-T&L- License 0'. Address: 10271 fiEVIALOJI V-0 City: Bt9'C?1r14N state: Mt,?Zip:45I2. 1I Phone: ll?? q65. ? Q Contact Person: , a N)?'LIera- XZt5 TYPE OF New Replacement Repair _ Rebuld ,ModifySpace WorkinR.O.W. WORK - Description of work: R?lAGlpl'TE _ Ct? StN*- C?, To1L?i'r PERMITTYPE COMMERCIAL New Construction ZiNodify6pace Irrigation System (_ yes!- no) (_ RPZ PVB) Rain sensors required on irrigation systems • Avg. GPM_ (Y turbo required unless smaller size allowed by Public Works) _ Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: Size & Price 34" meter 5183.00 Avg. GPM High demand devices? _Yes _ No ?,f FlushometersLYes_No PRV Required _ Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract value $ +19 " x 1% Z340. 00 Permit Fee Required on ALL new buildings and boulevard Irrigation systems 4 Radio Meter Read - If Permit FM Is less than $1,000, surcharge is $-50 = S Meter(s) - If Permit Fee Is > $1,000, surcharge Increases by $ 50 for each $1,000 c $1,000 Permit Fee p a. a $1,00142,000 Permit Fee requires a $1.00 surdiarge). State Surcharge Following fees apply when Installing a new lawn Irrigation system. $ Water Permit Call the qty's Engineering Department, (651) 6755846, for required fee amounts. $ Treatment Plant $ Water Supply & Storage E State Surcharge TOTAL FEES $ '5C)- SC) I hereby acknoWedge that this Information Is complete and accrete; that the work will be in conformance w1 Ms ordinances and codes of Ina Cry of Fagan; that I understand this is not a permit but ony an Application for a permit and work is not to start w6hout a permi tot Me " De I accord N the approved plan In the case of work which mqukes a review and appmral of plans x . b4W Aj(,A'(Y X Applicants Printed Name Appll Ys Signature Metropolitan Council u Environmental Services May 16, 2008 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Northwest Airlines remodel to be located at NWA Building N - 2600 Lone Oak Point within the City of Eagan. It is the Council's understanding the size and use of this space are not changing. This project entails upgrading a flight simulator; therefore, no additional SAC is due. The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651-602-1118. Sincerely, i Karon Cappaert SAC Technician Environmental Services Divisior. KC:kb: 080516A9 cc: J. Nye, MCES Peggy Fleck, Eagan Ned Blankenship, Sheehy Construction wu,w metrocouncil.org h n [E ?LE [I??? Rn VIM 2 0 "08 ?U1 390 Robert Street North • St. Paul, MN 55101-1805 . (651) 602-1005 . Fax (651) 602-1477 • TTY (651) 291-0904 An Equal Oppertnnny Employer City of Eap $830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675.5694 n MAC 2 2 200, --------- ' Permit x. ou 30 ? Permit Fes: 13 ? ? . j Dais Received: I I Staff: ----------------- C 2008 MECHANICAL PERMIT APPLICATION Date: "? g O$ SlteAddress:G-?00 L.Ot-IC- OA-K- 4?'-O)N I State RESIDENT/ OWNER I Name:_ 1((0kVW&9_T Phone: Address / City / Zip: CONTRACTOR Name: /I7ffs02 License a: _ `J-D98Pm Address: 1b27 4cmw/ ? city: 4 117y State:: /4N Zip; 3-6-141 Phone: lam, %S`r?0 0 Contact Person: JOW _ Air Conditoner Air Exchanger Heal Pump Other _ Install Piping _ Gas Under! Above When irutalln RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) _ Processed _ Exterior HVAC (Unit HVAC units must be screened 1k (_ Instal / _ Remove) tank(s), cal for inspection by Fire TOTALFEE COMMERCIAL FEES: $70.50 Underground tank Installation/removal OR $50.50 Minimum (includes State Surcharge) e Perms Fsa is lie=s than 51,000, surcharge Is $.50. H Permh Egg is a $1,000, surcharge Increases by $.50 for each $1,000 Permit Fee (i.e_ a $1,OOt4 ,OOO Permit Fee requires a $1.00 surcharge). I understand this Is plan In !its case of, N, but Dory an applkatkn for a permit, and work Is not repdres a review and approve! of plans, Contract value $ /? 280 X1% $ '572. SO Permit Fee _'-610 State Surcharge $ 57' 5. -3n TOTAL FEE in accordance Printed 443 Lafayette Road N. MINNESOTA DEPARTMENT OF (651) 284-5005 1 St. Paul, Minnesota 55155 LABOR & INDUSTRY" Try; 1(651) 297-4198 www.doli.state.mn.us April 25, 2007 Walter Brush Northwest Airlines 2700 Lone Oak Pkwy. Eagan MN 55121 APPROVED FOR USE RE: Hydraulic Freight - Elevator ID# -11370AL05-02 Site: NW Airlines Flight Trng. Ctr., #2 "2600 Lone Oak Point y Eagan 55121. Dea?'Sir/Madam: Minnesota Statutes Chapter 16B provides that the Department of Labor and Industry, Building Codes and Standards Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. THIS APPROVAL APPLIES TO THE INSTALLATION OF THE DOOR DETECTOR. Sincerely, BUILDING CODES AND STANDARDS Bill J. Reinke State Elevator Inspector bjr/rsg (CE-2) c, Schoeppner, Dale R., BO, City of Eagan Schindler Elevator Corp. ElFormCE2 This information can be provided to you in alternative formats (Braille, large print or audlotape). An Equal Opportunity Employer 2000 BUILDING PERMIT APPLICATION (COMMERCIAL( )? l 9 L CITY OF EAGAN It 41 1 651-681-4675 Re uirements 2'a?°1 ` ('au - oa Street Foundation Only New Construction Interior Improvement • Structural Plans (2 sets) • Architectural Plans (2 sets) • Architectural Plans (2 sets) • Civil Plans (2 sets) • Structural Plans (2 sets) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2 sets) • Project Specs (1 set) • Code Analysis (1) " • Landscaping Plans (2 sets) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always" I • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always- I . Project Specs (1) 1 '. I • Energy Calculations (1) 1 . 1 • Electric Power & Lighting Forth (1) 1 I • Master Exit Plan (1) 1 I • Fire Protection Plan (1) I 1 I I • MC/ES SAC determination letter • MCIES SAC determination letter • MC/ES SAC determination letter call 651-602.1000 call 651-602-1000 call 651-602-1000 Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for details. DATE: I WORK TYPE: _ NEW ?< REMODEL CONSTRUCTION COST: DESCRIPTION OF WORK: ,r7?cl? X ! D.r JC?GIt .?iP _tD.P /1 (oi rJ - Cis!( f TENANT NAME: /J-el Ile P ?r"rde P SUITE: FORMER TENANT NAME: O OI L O v? l C) SITE ADDRESS: 004--,rfx 5 ?'Lr LOT BLOCK i SUBD l l S S ?? Name: ?.?9R it?/PST 42'41'zze°S Phone#: ( C1 ) -7s-2-7 Q482 PROPERTY Last First OWNER lwry?jlh l (?LQ. S Street Address: City CONTRACTOR ARCHITECT/ ENGINEER CGIf ? W?? Phone #: ('-a-o-0? -7JI 7f city 'T j2Q=r I State: Zip: , ?3a Company: Phone #: cam -1739- Name: Ze Zo e/!/ we/ Registration #: Street Address: City Sewer/water licensed State: Zip: Phone #: I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: (/ - lJ OFFICE USE ONLY BUILDING PERMIT SUBTYPE ? 01 Foundation ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments 27 Commercial/Industrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 8 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF WORK TYPE ? 31 New ? 34 Repair ? 37 Demolish Bldg. ? 43 Reroof ? 32 Addition X 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Siding ? 33 Alterations ? 36 Move Bldg. ? 42 Demolish (Found) ? 45 Fire Repair ? 46 Windows/Doors GENERAL INFORMATION Census Code 43? Zoning ' sq. ft. SAC Code 3a # of Stories sq. ft. No. of Units b Length sq. ft. No. of Bldgs. Width sq. ft. Const. (Actual ) Basement sq . ft. MC/ES System (Allowable) ?y • n.l First Floor sq . ft. City Water UBC Occupancy e sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation ? Plumbing ? Stucco/Stone APPROVALS n Planning Building l Engineering Variance VALUATION:$ 2?i 060, Permit Fee 314 Surcharge 10 54.0 . o 1, Plan Review 'Lo . 8 f MC/ES SAC % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total 5 -6 - 0 I CITY USE ONLY PERMIT #: 5L? q I o To inquire if Pressure Reducing Valve is required on new service, call 651-6814646 EOOE COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAt3AN 8830 PILOT KNOB RD EAGAN, MN 581 EE 881-681-4898 INCOMPLETE APPLICARONS WILL NOT BE PROCESSED Date: o a WORK TYPE _ New Bldg _ Add-on Repair \Z RPZ PVB Irrigation system ' Jerry Wobschall to calculate fees. Required meter size is 2" turbo unless smaller size permitted by Public Works DESCRIPTION OF WORK METERS - Call 651-6814300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to picking up meter Irrigation Size & Type Fire Size & Price 3/4" displacement $152.00 Domestic Size & Type _ Does this include high demand devices? RECEIPT DATE: Avg GPM Avg GPM Yes No FLUSHOMETERS -Yes -No PRVV REQUIRED _ Yes _ No Site Address: ? 9 & 09 ?QY} - 0p?/_ r -? Tenant Name: / ?(("81(4),Q4 lqqrl J ?fJ?ICQ ? / Telephone #: (Area Code) Was there a previous tenant in thi space? _ Y N. If Yes, Name: Installer Name: lJ l i L C7 > t^7 /Q-S S / Installer Address: ! (_ 7? liL? • (J ? A -- 7L City: Telephone #: S o? - s (Area Code) FEES Contract price $ 5 Q. "10 x 1% ($50.00 min) Required on all new buildings & boulevard irrigation systems Surcharge: $.50 Minimum. If base fee exceeds $1,000, calculate at 50 cents per $1,000 base. Supplementary fees for new irrigation system: Contact Jerry Wobschall at (651) 681-4624 regarding fees State: I zip code SSq-3?' Plbg Permit Meter(s) $ Radio Meter Read $ State Surcharge S Sub Total/Total $ _ l Q '--------------------- Water Permit ------__---------------- $ 50.00 Treatment Plant $ 540.00 Water Supply & Storage $ State Surcharge $ Total $ I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the Grtq of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under t4is permit wmthypp?ity Rroperty/right-of-way/easement. PERMITTEE I CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. Air Test Gas Test _ Rough In Final PLANS SUBMITTED APPROVED BY: BUILDING INSPECTOR GENERAL INFORMATION • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $157.00 (Acct Code # 9220-4509) • RPZ's must be rebuilt every five years. A minimum fee permit (per address) is required for RPZ rebuilding or repairing. • Water meters include copper hom/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE I-20 5/8" displacement residential $118.00 4-120 1-1/2" . irrigation cyst $ 745.00 sm commercial turbine" "must receive maximum approval from continuous Public Works 10 2-30 3/4" displacement lawn irrigation $152.00 4-160 2" turbine lg irrigation syst $ 923.00 maximum residential & continuous sm commercial production lines 15 3-50 1" displacement very Ig res $199.00 1/4 to 160 2" compound bldgs over $ 1,798.00 bldg to 24 units 65 units maximum am commercial & continuous & lg comm bldgs 25 irrigation systems 5-100 1-1/2" bldgs 25-64 units $439.00 maximum displacement & continuous most comm bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation syst $1,214.00 6-500 4" compound +300 unit bldgs & $3,562.00 & production lines very lg comm bldg 1/2-320 3" compound +200 unit bldgs $2,264.00 10-1000 6" compound +400 unit bldgs $5,900.00 very Ig comm bldgs very Ig comm bldgs 15-1000 4" turbine very Ig irrigation cyst $2,184.00 & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-6814675. • To arrange for water turn-on, call 651-681-4300. cc: Kris Forster, Maintenance Division Clerical Technician Updated 2/02 PERMIT CITY OF EAGAN 3830 Pilot Knob Road Eagan, `Ianesota 55122-1897 (612) 681-4675 SITE ADDRESS: P.I.N.: 10-45701-012-01 2600 LONE OAK PT LOT: 12 BLOCK: 1 LONE OAK 2ND PERMIT TYPE: BUILDING Permit Number: 0 3 3 4 2 3 Date Issued: 09/23/98 DESCRIPTION: RUBBER ROOF REPAIRS Bui fc)i?h'g,Permit Type COMM./IND. MISC. Rijilding W+o.rk Type REPAIR Census Code` 437 ALT. NONRES. t 41; REMARKS: FEE SUMMARY: VALUATION $3,000 Base Fee $74,75 Surcharge $1.50_ Total Fee $76.25 rrnnNN TTRR??((??T?R - Rpp icanti - JI. LIU. OWNER: DARE T-Ft"1t00)ING CO INC 17292325 0004229 NORTHWEST AIRLINES 2701 36TH AVE S 2600 LONE OAK PT MINNEAPOLIS MN 55406 EAGAN MN 55122 (612) 729-2325 I hereby acknowledge that I have read this application and state,that the information is correct and agree to comply with all,applicable State of Mn. Statutes and City of Eagan Ordinances. APPLICANTIPERMITEE SIGNATURE ?UED BY. SIGNATURE J 74 ?5-t 150 1998 BUILDING PERMIT APPLICATION CITY OF EAGAN ?-- l I J r ?( RD - 3830 PII.OT KNOB B RD 55122 681-4676 New Construction Requirements # 3 registered site surveys # 2 copies of plans (include beam & window sizes; poured fnd. design; etc.) # 1 energy calculations # 3 copies of tree preservation plan if lot platted after 7/1/93 required: _Yes _ No DATE: n "I n- Q 2 DESCRIPTION OF WORK: STREET ADDRESS: LOT: D ? a BLOCK: SUBD./P.I.D. #: Name: npr4" r l ,f t , ((CAS Phone Last First PROPERTY OWNER CONTRACTOR ARCHITECT! ENGINEER Street Address: City city Remodet(Reoair Requirement :? L,r _lG a ? # 2 copies of plan _ q # 2 site surveys (exterior additions 8 decks) # 1 energy calculations for heated additions CONSTRUCTION COST; CrDS? f?10 State: Zip: Phone #: /1 r- ? 2(? any: License # 4 ` t State: Zip: Company: Phone #: Feeistration #: Street City Sewer 8 water licensed plumber (new construction only): and lot change is requested once permit is issued. Zip: Penalty applies when address chant I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicab State of Minnesota Statutes and City of Eagan Ordinances. T' L-1 n Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received Yes No Tree Preservation Plan Received Yes No Not Required State: OFFICE USE ONLY •> BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 02 SF Dwelling ? 07 4-plex ? 03 SF Addition ? 08 8-plex ? 04 SF Porch ? 09 12-plex ? 05 SF Misc. ? 10 _-plex WORK TYPE ? 31 New ? 33 Alterations ? 32 Addition X 'M P?rair GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning Permit Fee Surcharge Plan Review License MC/WS SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. Park Ded. Trails Ded. Other Copies Total: ? 11 Apt./Lodging ? ? 12 Multi Repair/Rem. ? ? 13 Garage/Accessory ? ? 14 Fireplace ? ? 15 Deck ? 36 Move ri OZ' 16 Basement Finish 17 Swim Pool 20 Public Facility 21 Miscellaneous Basement sq. ft. Main level sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. MC/WS System City Water Fire Sprinklered PRV Booster Pump Census Code. SAC Code Census Bldg Census Unit Building Engineering Variance Valuation: $ F-n % SAC SAC Units PERMIT CITE( OE EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: 2600 LONE OAK PT LOT: 1 BLOCK: 1 LONE OAK 2ND BUILDING 022586 11/29/93 c DESCRIPTION: Bp-l°.1d-rng, Permit Type Building'-Work Type /,UBC Occupancy, ,J 1 VALUATION FF' REMARKS: REMOVE CEILING-HIGH PARTITIONS AND ADD ONE PARTITION FEE SUMMARY- Base Fee Plan Review Surcharge Subtotal $171.00 $111.15 $8.00 $290.15 COMM./IND. MISC. ALTERATION B-2 $16,000 COPY $.50 Total Fee $290.65 99MT49-I P&0N nrr1127217581 2500 MINNEHAHA AVE MINNEAPOLIS MN 55404 (612) 721-7581 NFIWRER PACE TRAINING CORP 2600 LONE OAK PT EAGAN MN 55121 (612)726-4656 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mr. Statutes and City of Eagan Ordinances. L PERMIT TYPE: Permit Number: Date Issued: A PLICANT/PE ITEE SIGNATURE rS D BY. SIG ATURE REACTIVATE _ PERMIT 31 , e CITY OF EAGAN 1993 BUILDING PERMIT APPLICATION itq 6. (t 681-4675 SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, I copy of energy talcs. COMMERCIAL 2 sets of architectural & structural plans, I set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month. in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date Valuation of work Site Address. Zbb° L-OA'rz DAk P0110 7- Egf,,qA! Mnl SUITE N STREET , \ n Tenant Name: (commercial only) 1J oi2'T-g on9.T A&(wSPAc-rL r12Flu. i4 ?? WT J_ BLACK SUBD. P.I.D. k Description of work: PrZnou& e to u? Flt[o" ?n4ei-7Tbou= AA)o /A,OA 6yok. F4oZ-n77oA1 R"D0x_C The applicant is: ? Owner %Contractor ? Other (Describe) -- Name iUflrzTtiuwE,?;i AawLPRcc pniAj wi, Cow Phone 7Z6 - `666 Property LAST FIRST - Owner Address 2600 LouK (7,vie-- ?- STREET STE 9 City CA'c')q Ai State MA-) Zip 55121 Company KPAvs 1? tiAr'p-baAJ Phone ?u'>S GI Contractor Address ?_S6z?) MtA)A_3ePAi4P? /l UC License Exp. City M wurLnPVUS State N3 A-) Zip ss4n,4- Company U n x) c Phone Architect/ Engineer Name Registration i Address City State Zip Sewer 3 water licensed plumber Processing time for sewer 6 water permits is two days once area has been approved. I hereby acknowledge that I have read.this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 1613i ement Finish ? 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. ? 17 Swim Pool ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory ? 18 Comm./ind. ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace fI 19 Comm./Ind. Misc. ? 05 SF Misc. ? 10 Multi. Addl. ? 15 Deck ? 20 Public Facility ? 21 Miscellaneous WORK TYPE ? 31 New )- 33 Alterations ? 35 Tenant Finish ? 37 Demolish ? 32 Addition ? 34 Repair ? 36 Move GENERAL INF ORMATION Const. (Actual) Basement sq. ft. MWCC System (Allowable) 1st Fl. sq. ft. City Water UBC Occupancy 8-Z 2nd F1. sq. ft. PRY Required Ioning Sq. Ft. total Booster Pump 0 of Stories Footprint Sq. ft. Fire Sprinkler Length On-site well Census Code Depth On-site sewage SAC Code APPROVALS o Planning Building Assessments Engineering Variance REQUIRED IN SPECTIONS ? Site Footing Framing ? Insulation ? Wallboard F inal ? Draintile ? Fireplace Permit Fee Surcharge Plan Review License MWCC"SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surchargge Treatment P1. Road Unit Park Ded. Trails Ded. Copies ISO Other Total: SAC % SAC Units valuation: $ / 6R 000-_ NAT'CO BWING No,IhWPAI T{rxoapat', 7'2aiuipi CorpomIion CLASSROOMS sn) uu .+.. TO A0241 TO OCT ?1 FFS C WING SECOND FLOOR un TO BT4T-4 ?MOE/o-1 nee ? V! ' DC98 A32OJ WING SIMULATORS TO Dm vu TO DOV-PBS TO DCVO CPB ° O -10 v/ - CPT >• caul / L VFTFIIY caD exa.? TO 8757-1 TCM sT wa INSKY am t .axro DC10-1 eOa E1D5 yy ?\ ? .V4] Ea?) EM6 DZ01 E. E. B757-2 Fpll ESID LWM D:W D E 11 07474 B727-2 .14?Cx" ] a1 E31a .Z11 DZI ?LRGb D]la 1! 0757-3 nJ{J/"t I DRA)7C/iC I? a1 1) 07273 ?KIST2A•aco BT4T-R Dxx1 Oxn Dxx] D BTC]4 0a D2n 242 ELEVATOR 87474 STAIRS BT574 BT4T-5 Da]E LOBBY ! D Dxa! DOS-2 EMPTY D2 Dxa mu a4 WI SIMULATORS First Floor (• 1iM0?F ?F.1LI/VCo N-T(o?i PAFL77770a1S PRO/'7 ¢ s4J/CF/Nln 1260h8 TO ?Y:EI-?( /?? A340-1 Z. R.RMOUr1. P QT)non,{ F'ATpN/ /eLOS2.r- A RNq EZ 3Q/2F/.vc?!'..c0?.-?S Syex"`J?' //`9+ cM) Al ?a ?`O'e'`1 ?e [nssrvc?'-7 L2 R/?cN, A(J (Jqe1.1T70N !N LOUN CE2 /-D FO2Z K( CLASS lZ00^1 ...1 ?`91 ?ti' ? PCLP"' 7 `ID 0 N :tg; x.?c ?;nM:,k:t;tl;??:.?;it•:<igg,:??h*'>k???:•? ??x ?:,kx;>kk?t„????:yF)y. C CTY OF f.ilGAN PAID to/RV/9G TlhEw IMF. F:.1?;?11if ? r?rd'i?I:Fif'Cli! CiJP EA55 900L {: ARU WE OAK F M02 343 '513104 IS1 Wo CROW W, US FR IU;; t!ANQ "'vd>X`kY,", ,.;?.,;,•kg?gvrM1p" .. :vczc:k)"wy<:,L•C?¢x:;';„-i6 fig.` .: :OnYh)'. CITY O EAGAN PERMIT PERMIT TYPE: ' 3830 Pilot Knob Road B U I L D I N G Eagan, Minnesota 55122-1897 Permit Number: 029078 (612) 681-4675 Date Issued: 10/22/96 SITE ADDRESS: 2600 LONE OAK PT LOT: 1 BLOCK: 1 LONE OAK 2ND DESCRIPTION: REMARKS: WALLS '" ._.. (NW AEROSPACE) BYiildingY?ermit Type Building W6.r-k Type Census Code 437 .,5 5rs Y ?/ L. _ 1 /?': S 1 I'n re COMM./IND. MISC. ALTERATION ALT. NONRES. FEE SUMMARY: VALUATION Base Fee Surcharge Total Fee $74.75 $1.50 $76.25 $3,000 CONTRACTOR: - A p p l i c a n t- OWNER: KRAUS ANDERSON 27217581 NW AEROSPACE TRAINING CORP 2500 MINNEHAHA AVE 2600 LONE OAK PT MINNEAPOLIS MN 55404 EAGAN MN (612) 721-7581 I hereby ackn'owlkdge that -I- h`awe-xead, this information is correct and agree to comply S t at u and f Eagan+Ord'ina,nces'.' APP IGA MITEE SI NATURE appl-ica:lion and stato that the with all applicable State of Mn. ? tlf m'd? ISSUED BY, SIGNATURE J ?? CITY OF PAGAN $ >1C ?? 16 1996 BUILDING PERMIT APPLICATION (COMMERCIAL) 681-4675 f k4lkl o 1 I The following are required with appropriate certification for all BM construction: 2 each: architectural plans; mech. & elec. plans; fire sprinkler plans; structural plans; site plans; landscaping plans; grading/drainage/erosion control plan; utility plan 1 each: set of specifications; set of energy calculations; electrical power & lighting form; Special Inspections & Testing Schedule Letter from MCM/S (phone #222-8423) indicating SAC determination Code analysis Indicating: Codes used; occupancy classifications; setbacks; maximum allowable area as per Building and City Codes along with sq. ft. per floor; type of construction (synopsis of construction components) & any occupancy or area separation walls; occupancy loads; exit synopsis with a diagram indicating exiting loads from each room or area, travel paths & all rated corridors; plumbing fixtures; and parking. DATE: 0 { S to WORK TYPE: NEW /'REMODEL DESCRIPTION OF WORK: emu) ?TiTCC??t W CONSTRUCTION COST: 2f-, 0( TENANT NAME: )\3 LD A?2ta5PAG?, ir?W? C-GP-f SITE ADDRESS: 2.(?, a o L_o rv? aA P iLti flPffi ,,'11 8R• LOT -?-_ BLOCK SUBD. J4U V I-rdl, P.I.D. # PROPERTY OWNER CONTRACTOR X1 -11\j, G Al L-l Jvi, PX Name: S? ut A iE a Phone AST FIRST Street Address- City: State: Zip: Company: S ,4OT7Q,,?oA? /i310Ql,',JeP'hone #?Zzl-?rS8 l Street Address-'2- SOO 1lt,-?tiSI-tAIAA AJe City: MPS S Zip; 55904 ARCHITECTI Company: ENGINEER Name: Phone #: Registration #- Street Address- City: State: Zip: Sewer & water licensed plumber: I hereby acknowledge that I have read this application and state that applicable State of Minnesota Statutes and City of Eagan Ordinances. to comply with all 0 C T 15 1996 Signature of OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS z- 19 Comm./Ind. Misc. ? 20 Public Facility ?3 Alterations ? 34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Planning Building i ws Engineering ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MCNVS System City Water Fire Sprinklered Census Code 4? SAC Code 75 c, Census Bldg. ID + Census Unit (D Variance Permit Fee Surcharge Plan Review MCNIIS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies -oo Total: Valuation: $ 3,1 C!)0. , % SAC SAC Units Meter Size r J B-WING TESTS-#9-& #10 E-WING NORTHWEST AEROSPACE TRAINING CORPORATION THIRD FLOOR eso =1 N1" ...1x1bM i. VIA A-WING j / CWING FLIGHT INSTRUCTION C-WING ) TEST #11 i OQ D-WING \\\\ /? WATER PROBLEMS OBSERVED \ WATER PROBLEMS REPORTED THIRD FLOOR MINOR WATER STAINS WATER STAINS ¦IalalflmINIZIN 19Ii DRYWALL DAMAGE PERMIT C.r?o.so 9?9 CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G Eagan, Minnesota 55122-1897 Permit Number: 026878 (612) 681-4675 Date Issued: 12/19/95 SITE ADDRESS: 2600 LONE OAK PT LOT: 1 BLOCK: 1 LONE OAK 2ND DESCRIPTION: (NWA TRAINING Building-,Permit Type rbuilding Work Type Census Code 0437 , CNTR) COMM./IND. MISC. ALTERATION ALT. NONRES. su ?.,.a .8 _k .SSG. ..,, REMARKS: FEE SUMMARY: VALUATION Base Fee Plan Review Surcharge Total Fee $249.75 $162.34 $8.50 $420.59 CONTRACTOR: KRAUS ANDERSON 2500 MINNEHAHA MINNEAPOLIS MN (612) 721-7581 - Applicant - 27217581 AVE 55404 $17,000 OWNER: NATCO 2600 LONE OAK PT EAGAN MN 55121 (612)726-4656 I hereby acknowledge that I have read this information is correct and agree to comply Statutes and City of Eagan Ordinances. APPLIC , T PERMITEE SIGNA application and state that the with all applicable State of Mn. ISSUED B "SIGNA CITY OF EAGAN 1995 BUILDING PERMIT APPLICATION (COMMERCIAL) 681-4675 CG 1 E The following are required with appropriate certification for all new construction: 2 each: architectural plans; mech. & elec. plans; fire sprinkler plans; structural plans; site plans; landscaping plans; grading/drainage/erosion control plan; utility plan 1 each: set of specifications; set of energy calculations; electrical power & lighting form; Special Inspections & Testing Schedule Letter from MCANS (phone 6222-8423) indicating SAC determination Code analysis indicating: Codes used; occupancy classifications; setbacks; maximum allowable area as per Building and City Codes along with sq ft. per floor, type of construction (synopsis of construction components) & any occupancy or area separation walls; occupancy bads; exit synopsis with a diagram indicating exiting loads from each room or area, travel paths & all rated corridors; plumbing fbdures; and parking. DATE: h.' 7 - `t ? WORK TYPE: NEW X, REMODEL DESCRIPTION OF WORK: (?`?rlaor eDFF/GrS C•rlx4u Ofrfcl. YL"+lu CONSTRUCTION COST: UU(-) TENANT NAME: rV°??/ir rw' A,cn Taz?N a C; SITE ADDRESS: 2U00 Lon,F 6A1Z-Powr qF A?1 /u A97 . S 5 i 2 I LOT BLOCK SUBD. -.L 1 0A, dVft P.I.D. # ?• 10 arc=;: - ,,k,:s-,r?- PROPERTY Name: h0c e-rIAJ J)0..F 76 ml Phone* 9 26 ` 46. 5 OWNER u T M.. Aft? Street Address- 2•4oL16 Lohva &At F:,,N; City: PC Ar A/v State: J` IiU Zip: CONTRACTOR Company: Kj RAU`= 4"OFAfOA? ?"67M_ucnc.4 Phone #: C(rj?RY O. M1t'r? Street Address -' Slot M, U 2 P / I . 7> c 4!m- City: h7 J ?t `ai i s M /v Zip. .s , 4-6 1 ARCHITECT/ ENGINEER DEC 0 7 1995 Company: ?j -- fJE Name: Phone *- Registration #0 Street Address- City: Sewer & water licensed plumber: State:. Zip: 1 hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ?u.Ly n ? `L Signature of Applicant: r- 7'1 OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Comm./Ind. Misc. ? 20 Public Facility X33 Alterations ? 34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Planning Building Permit Fee Surcharge Plan Review L, 6 4 MCIWS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: % SAC SAC Units Meter Size { 10y ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS System City Water Fire Sprinklered Census Code SAC Codea Census Bldg. i Census Unit O Engineering Variance Valuation: s 17iooo w J is C1aS5R00"s Yr. i m,f . kcmobr etps9rs FROrt $PJRF'+ADG RMIS, Q 0.7 ( OfAS Z \ ? rCYi Q I N K Y E A32" N 93tMATVNg \, ID N 01 V U w Q NATCQ ,tior[Aa+rst A?rps?iarv 7laining far?ioratian ae - tonno, SECOHUFLOoF1 mCos."rrs 2AM 4. , moRr? 1'00 tR Ys. e>e "' ,.. m waa \?u # m Ybl ? ,., TMM 1j? ?Rr, AD DCgM YtY Y t4i7{ 6,[Id @f0 01 QN t? WI sera ?nF?4 OF ?CkMOD1CL ?? ara.¢ W ? Br Fbet Floor QiA.t Y)irJ Mn MIY an ms Ym eaY aer as Nora IY,(i-t wr„m CITY ` OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: PERMIT PERMIT TYPE: Permit Number: Date Issued: 2600 LONE OAK PT LOT: 1 BLOCK: 1 LONE OAK 2ND DESCRIPTION: REMOVE PARTITIONS Bvilding.Permit Type COMM./IND. MISC. Building Work Type ALTERATION UBC Occupancy,, B-2 r ??pG BUILDING 020894 05/10/93 REMARKS: FEE SUMMARY- Base Fee Surcharge Total Fee VALUATION $54.00 $1.50 $55.50 $3,000 CONTRACTOR: - Applicant - OWNER: KRAUS ANDERSON 27217581 NORTHWEST AEROSPACE 2500 MINNEHAHA AVE 2600 LONE OAK PT MINNEAPOLIS MN 55404 EAGAN MN 55121 (612) 721-7581 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. I fl&,a Dual APPLICANT/PERMITEE SIGNATURE ISSUE eY SIGNA UR REACTIVATE PERMIT # %ol IT Ur CAUAIV 1993 BUILDING PERMIT APPLICATION $65.50 681-4675 SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, I copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, I set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month- in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date - / j6 / 93 Valuation of work 27 5 Site Address: '2&W Lout. flak- Iona i ? A6AAJ )1JU STREET SUITE Tenant Name: (commercial only) NOP-TWWPgT LQ°_Wk NQA;t jM(, Z2P. LOT -?- BLOCK SUBD.nZ O_I AN k P.I.D. Description of work: The applicant is: 0 Owner contractor ? Other (Describe) Name ORr-f-I WE94 ACA)bsPa(r Phone Property LAST FIRST - Owner Address 0"00 UNr` 0AW_ P0107 STREET STE N City IL ACsAA3 State 14>ll zip 55iy Company K "V'. AIJOLa_-.?W Caws- umoni Phone q114.0 Contractor Address ado M opAjt#1AUA Avc License # Exp. City K vi,;&4woL4s State Zip 5s'Xet Company J n 00i Phone Architect/ Engineer Name Registration # Address City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. y/ Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 02 SF Dwg. ? 03 SF Addition ? 04 SF Porch ? 05 SF Misc. ? 06 Duplex ? 07 4-Plex ? 08 8-Plex ? 09 12-Plex ? 10 Multi. Add11. ? 11 Apt./Lodging ' '? 16 Basement Finish ? 12 Multi. Misc. ? 17 Swim Pool ? 13 Garage/Accessory ? 18 Comm./Ind. ? 14 Fireplace 'g 19 Comm./Ind. Misc. ? 15 Deck ? 20 Public Facility ? 21 Miscellaneous WORK TYPE ? 31 New ? 32 Addition 33 Alterations 34 Repair ? 35 Tenant Finish ? 37 Demolish ? 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. MWCC System (Allowable) 1st F1. sq. ft. City Water UBC Occupancy 2nd F1. sq. ft. PRY Required Zoning Sq. Ft. total Booster Pump # of Stories Footprint Sq. ft. Fire Sprinkler Length On-site well Census Cod e Depth On-site sewage SAC Code ?S? a APPROVALS X15 lo a•+i+? Planning Building Assessments Engineering Variance REQUIRED INSPECTIONS Prim 0ue pow4,4 m5 ,.. 2N lavo c (assruaruS ? Site ? Footing ? Framing ? Insulation ? Wallboard Final ? Draintile ? Fireplace Permit Fee S,{ Uv Surcharge I , S,2 Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other valuation: $ ?60 a Total: _C5,% 5V SAC % SAC Units NATCO NG o w l CLASSROOMS am uu , uu / ? MDBO-t nines W, `. DCYB 621. A320J E WING SIMULATORS NDithwes( Arra%pare 7)ainiteg Corpwalinn mm ua TO ?2?1 TO oCII O N1 / FPS FFS C WING SECOND FLOOR TO B7PRE uve .rt1[91 TO DC-10 FOS . TO 0 727A [ DC10-2 TO DCHI CPT cvv. d TO 8757-1 [m TDA rtes DCS?3 MINIM MITI EM1 ?\ ? i .41 E. A]y .E] .1 . .1 Eiw E. moE mw B7574 EW110E E111 E]10 B7474 8727-2 m10 m11 ]n ul] E1 o]I E0e 0]t. vls 8757.3 vie ? v 8727-3 87478 o mll o: .43 u m]s 870-0 mm mn 2 2 B7s74 mm t PAIRS 87574 B7<7-5 my YOU ARE HERE W.2 0].1 ms DCa-2 WHY EWTY n u] m. oia n D WING a' SIMULATORS First Floor A340-1 yNIMi PERMIT CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 Control No. 0058 PERMIT TYPE: Permit Number: Date Issued: BUILDING 000059 03/18/92 SITE ADDRESS: 2600 LONE OAK PT LOT: 1 BLOCK: 1 LONE OAK 2ND DESCRIPTION: Building,Permit Type COMM/IND. REM. Building Work Type ALTERATION t REMARKS: C D 1 m D 2ND FLOOR CAFETERIA FEE SUMMARY: VALUATION $6,000 Base Fee $81.00 Surcharge $3.00 Total Fee $84.00 CONTRACTOR: - Applicant - OWNER: MILLER BLORS, D J 24860100 NORTHWEST AIRLINES 3550 N LEXINGTON 100 2600 LONE OAK PT ST PAUL MN 55126 EAGAN MN 55121 (612) 486-0100 (612)726-8797 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan ordinances. L- - l ?nc,n LICANT/PERMITE SIGNATURE ISSUED e SIGNATURE PERMIT # CITY OF EAGAN ,51 1992 BUILDING PERMIT APPLICATION 681-0675 SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy talcs. Penalty applies when typing of permit is requested, but not picked up by last working day of month in which request is made or lot Chan a is re uested once permit is issued. ?' Date /YlAv / 17 / ?4 Valuation of work Arrval" Site Location: 1666 10,we Qkk Apw& 20-4'r +o G'&A1Ce'tir. STREET STE # Tenant Name: N®rAoew4 An*4k" LOT BLOCK SUED. _ L ?fC P.I.D. M Description of work: The applicant is: ? Owner Contractor ? Other (Describe) Name / e N&?ido Phone 726 871 Z Property LAST FIRST Owner Address 2640 La„f. a.fc STREET STE # City Ardeojr State *-,#. zip "'/z Company Phone 9TG '+O/Od Contractor Address3SS`y /I/. Lexi`1*4.r -?W"/'0D License # Exp. city SA /y State K [ • ZipI 2e: Company ------- Phone Architect/ Engineer Name Registration # Address City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 02 SF Dwg. ? 03 Two family ? 04 Multi-fam. T.H. ? 05 Apt. Bldg. WORK TYPE ? 31 New ? 32 Addition JD 33 Alterations ? 06 Garage/Accessory ? 07 Fireplace ? 08 Deck ? 09 Basement Finish ? 10 Swim Pool ? 34 Remodel ? 35 Repair ? 36 Tenant Finish GENERAL INFORMATION ? 11 Res. Add./Porch ? 12 Comm./Ind. New ? 13 Comm./Ind. Add ,ET 14 Comm./Ind. Rem ? 15 Public Fac. ? 37 Move ? 38 Demolish ? 99 Undefined ? 16 Bgricult°eral ? 17 Building Move ? 18 Demolition ? 20 Miscellaneous Occupancy Basement sq. ft. MWCC System Zoning 1st F1. sq. ft. City Water Const. (Actual) 2nd F1. sq. ft. PRV Required (Allowable) Sq. Ft. total Booster Pump # of Stories Footprint Sq. ft. Fire Sprinkler Length On-site well Census Code Depth On-site sewage SAC Code APPROVALS Planning Building Assessments Engineering Variance REQUIRED INSPECTIONS ? Site ? Wallboard ? Footing Q Final Er Framing ? Draintile 6139 ? Insulation ? Fireplace Permit Fee Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surchargge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: SAC % SAC Units valuation: 3 CITY OF EAGAN CASHIER: 6 TERMINAL NO: 869 DATE: Oi/15/98 TIMES 14ci4,:17 ID e NAME: MORCON ^256 9001. 2600 LANE OAK P 5y1.26.9b r Total fineript, Amount: 5,126.96 CRO85525 USER IDa NANCY TM'?FMTTM1?TMTTTTTTT?i T)km TTTTTTM?TTTTTTTTTTTM. CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT TYPE: Permit Number: Date Issued: BUILDING 031347 01/15/98 SITE ADDRESS: 2600 LONE OAK PT LOT: 12 BLOCK: 1 LONE OAK 2ND P.I.N.: 10-45701-012-01 DESCRIPTION: BLDG) COMM./IND. MISC. ADDITION A-3 V-N ALT. NONRES. "A tp, '"a..,1,- (TEMP MODULAR B?611din4,-Permit Type wilding Wbjr Type UBC Occupancy,-,,, ` ConstructioO'Ty"pe Census Code i?REMARKS: VERIFY THAT EXISTING OUTSIDE WALL THAT LINK IS ATTACHING TO IS OF 2-HR FIRE-RESISTIVE CONSTRUCTION WITH 90-MINUTE 'FIRE-RESISTIVE PROTECTION OF OPENINGS PI AN RFVTFWFn RY .IOF VOFLS FEE SUMMARY: VALUATION $160,000 Base Fee Plan Review Surcharge SAC SAC % SAC Units Subtotal $1,187.25 $771.71 $80.00 $2,000.00 100 $4,038.96 CITY SAC TREATMENT PLANT Total Fee $200.00 $888.00 $5,126.96 CONTRACTOR: - Applicant - OWNER: i`NIRCON CONST CO 25466066 NORTHWEST AIRLINES 5905 GOLDEN VALLEY RD 5101 NORTHWEST DR (i,OLDEN VALLEY MN 55422 ST PAUL MN 55111 (612) 546-6066 (612)727-6596 L I hereby acknowledge that' I`have ,-r_ead`thi,s' a'oQliEat oIn and state that. the. infprmation is correct and agre,a to comply with &11 applicable State of Mn. Statutes and City of Eagan Ordinances, APPLICANT/P RMITEE SIGNATURE PERMIT tft{ad hi 11L? ifs ED SIGNATURE 1997 BUILDING PERMIT APPLICATION (COMMERCIAL) 4, 11 G 31341 CITY OF 681-466EAGAN 75 75 0014 I -I The following are required with appropriate certification for all new construction. • 2 each: architectural plans; mech. & also. plans; fire sprinkler plans; structural plans; site plans; landscaping plans; grading/drainageterosion control plan; utility plan • 1 each: set of specifications; set of energy calculations; electrical power & lighting form; Special Inspections & Testing Schedule • Letter from MCNVS (phone #222-8423) indicating SAC determination • Code analysis indicating: codes used; occupancy classifications; setbacks; maximum allowable area as per Building and City Codes along with sq. ft. per floor; type of construction (synopsis of construction components) & any occupancy or area separation walls; I Q SOIL'S occupancy loads; exit synopsis with a diagram indicating exiting loads from each room or area, travel paths & all rated REPORT corridors; plumbing fixtures; and parking DATE: 12?1? f 4-I DESCRIPTION OF WOR CONSTRUCTION COST SITE ADDRESS: LOT 011 BLOCK 1 WORK TYPE: SUBD. LONE OAK. '-1-40LD I1101.i P.I.D. # L NEW - REMODEL PROPERTY Name: Vt)R'11Ib1 kW 46C Phone #: 1a7 - 45 Vie OWNER ?= 'INtl Street Address: ?lo1 lb?kDTL. tiWU? City: 4W. ?"L. State: Mr4 Zip: 55111 CONTRACTOR Company: M.TMh l`? Phi (S? Phone #: 514(D-(0( 10(0 Stre City Company: A d 4 VC-LQf- e 110"I AtACE Phone #:1219.9012 Name: 40W r 57LP&I4q Registration #: 11714 Street Address: 344- U1Jb t3?iZG 7?'( M1N IA 1. MgP A IE-Fb City: 4T TIM, State: MK) zip: q5 I1I Sewer & water licensed plumber (only if installing sewer & water): I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: -r. 14000 LOVE z)p4i:-: otii'I' ARCHITECT/ ENGINEER OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation X19 Comm./Ind. Misc. ? 21 Miscellaneous ? 18 Comm./Ind. ? 20 Public Facility ` /fort ` f Gf.f?>O V' R1 ,0Y Q?jIAC OYi?LG WORK TYPE fw-'frGiOVA Ts A?,4caivC T 2r 40i L -6/.f Fas-xCf,sr/u,' Coas?ic '77*" `j,/ 90lPrtia6ctt A F'R Ptorc4voo of ? 31 New ? 33 Alterations ? 35 Tenant Finish pptN?y f, -e- 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning Q? Basement sq. _-jr, First Floor sq. .4. 3 sq. sq. sq. sq. Footprint sq. Building ft. ft. ft. ft. ft. ft. ft. MCNVS System City Water Fire Sprinklered Census Code SAC Code Census Bldg. / Census Unit Engineering Variance Permit Fee 4/,07• ZS Valuation: $ /460.6490 Surcharge 040. 00 Plan Review 77/.7/ MC/WS SAC Z,Ooo.w a x/.6eo.a City SAC 800.00 Water Conn. - -- S/W Permit --- S/W Surcharge Treatment PI. $55.00 t t le4W Road-6144t Park Ded. o01 ??TL Y61 Trail's Ded. W l Q 7 9 ?/ !?" L ?M ater ua . Other % ?/ Copies ,?( ?£pryuGb _ Qo,see Vn?• lsw. GL..?r?S 1 (e Total: ?Ncsa tyf. S?cc. Z?7faf. %SAC -Ncs? Cory 0, G(uttf ?'?«gne?s SAC Units Srsfvy DC Meter Size `` GtfuA?Y Tx? n ?L mob. FROM PHONE NO. ' ?v A OGE Capital Modular Space .,. centered on quality Jan. 06 1998 02:35PM P1 tY!i0 NEW BRIGHTON BAVO- MINNEAPOLIS. MN 55413 http://www.modspace.com ? Largest selection of floorplans available for immediate dclivcry or custom build to meet your needs ? Custom, quality facilities in a fraction of the time needed for conventional construction ? Temporary & permanent solutions to accommodate your changing needs ? Flexible financing -lease, buy, municipal IcasP ? Local offices nationwide ready to serve you ? One stop shopping for furniture, steps & ramps, and other ancillary services & accessories FAX To: COMPANY: FAX NUMB@R: FROM: PHONE: FAX: DATE: MESSAGE: C -f o P BOB KILBY 612331-4154 612,3314509 NUMBER OF PAGES INCLUDING COVER SHEET: Q ? e,- c,? t/,1 i 4 ?.aesffo?r . Our Business Is Helping Yours Ist choice for MoUre & Mo&!arBtraings FROM PHONE NO. : Jan. 06 1998 02:36PM P2 a GE 0081 - Mudul:u Span: i fler-mr Lep,iar Lnrpnr,?i?on MN 51,4Q.15n2 New Hn9Mnn Oeulevyrd, IMmnndl:ulis . j 6 i2.137.57i.'. F, Gil e]7 45. January 6, 1998 Joe Voels City of Eagan 3830 Pilot Knob Road Eagan MN, 55122 Dear W. Voels, temporary classroom facility. I just warned to let This letter is in regards to the NATCO you know that the third party certified drawings are in the process ou the same day that I receive should be done within two weeks. I will deliver a copy to y them. If you have any questions please call me at 331-4154. Sincerely, Bob Kilby ee: S. Stevens/Architectural Alliance A U+ l:aryl.rLSarwm;a G01103ny Y ? " t SPECIAL INSPECTION AND TESTING SCHEDULE pp C&IIfD (To be, used in accordance with the "Guidelines for Special Inspection anmalini9)? 9 C NZA,4 1 PROJECT -NAME N IAI A - A T CO 7-c-"m po P-,& n ?i FAc Q- /T X PR EC LOCATION (1 -"?+8?? PERMIT NO. RPP.CTaT. TNRPRMTON RCRRDt" i cation Type of Report Assigned Articl Description (2) Firm (31 F nc Firm 4 D Fo TA ?& c?rs7 cunF39.L48 - B TH E Notes: This schedule to be filled out and included in the project specifica unavailable at that time to be filled out when applying for a building F (1) Permit No. to be provided by the Building Official. (2) Use descriptions per U.B.C. Section 170/.S (3) Special Inspector, Testing Agent or Fabricator. (4) Firm contracted to perform services. Each appropriate representative must sign below: Owner: Firm: Date: Contractor :'=_ Firm: Date: Architect: Firm: m eagrz?w IA1ycAP- Date: SER: Firm:, -- Date: • SI: Firm: Date: • SI: Firm: Date: ?? TA: I AY"'? Firm: Cr.13. 572.U?F -LAP? Date: •g? , TA: Firm Date: F: Firm: Date: F: Firm: Date: * The individual names of all prospective special inspectors and the work they intend to observe must be identified on the reverse side of this form. Legend: SER Structural Engineer of Record SI = Special Inspector TA = Testing Agent F = Fabricator Accepted for the Building Department By Date: 1 .n ? :w GUIDELINES FOR SPECIAL INSPECTION AND TESTING PVRPOSSs To provide a method for complying with the special inspection and testing requirements of the Uniform Building Code (U.S.C.) and other required structural inspections as authorized by O.B.C. Section 106.3.5 BEFORE A PERMIT CAN BE ISSVED: The engineer of record shall complete the Special Inspection and Testing Schedule. The completed schedule is an element of the construction documents and after permit issuance, becomes part nf the building department approved plans and specifications. The completed schedule shall include the following. 1. , A specific listing of the items requiring observation and testing. 2. The associated specification section and article which defines the applicable standards by which to judge conformance with the approved plans and specifications in accordance with U.B.C., Section 1701.5-The specifications section should also include the degree or basis of observation and testing= i.e., intermittent/will-call or full-time/continuous. 3. The frequency of reporting, i.e., intermittent, weekly, monthly, per floor, etc. 4. The parties responsible for performing the observation and testing work. 5. The required acknowledgements by each designated party. REQUIREMENTS: "Special Inspection" (work requiring observation and judgement) and -Testing" (work analyzing materials in accordance with approved standards) shall meet the minimum requirements of the Minnesota a State Building Code which includes U.B.C. Sectiont7oJ and the approved plane and specifications. (Note: Observation and testing work does not prevent he normal field involvement and record review process of the Engineer of Record, nor shall it relieve the contractor of any responsibility to complete the work in accordance with the approved drawings and specifications.) RESPONSIBILITIES: A. Special Inspector 1. Observe the work assigned for conformance with the building department approved plans, specifications and applicable workmanship provisions of the u.B.c. 2. Submit inspection reports to the building official, the \ \ ? structural engineer of record, and other designated persons in ? ???... accordance with the Special Inspection Schedule. 3. Bring nonconforming items to the immediate attention of the contractor for correction, then, if uncorrected, to the engineer of record and to the building official. ' 4. Submit a final signed report stating whether the work requiring special inspection want to the best of hie/her knowledge, in conformance with the approved plans, specifications and the applicable workmanship provisions of the code. B. Testing Agent 1. Test the work assigned for conformance with the building department approved plans and specifications. 2. Submit reports of the test results to the building official, the structural engineer of record, and other designated persons in accordance with the Testing Schedule. 6125339586 TUE 04:03 PM PALANISAMI & ASSOC INC FAH NO. 6125339586 P. 01 612 726 1047 N.07. Post-it' Fax Note 7671 To - s r.-, v ? From P. 4 a N. . C CoJDcPL?: ?- o L 6s/ lam Co, oq! dJc Phony, II I Phone Y S.3 3 - 9 S/O 3 p // r/ Fax x b / (.a O F.ax n M 3- ?Jr? f? TRANSMITTAL MIN NEA10115 ($7 PAUL INIFANIi1ANAl Al/1NAT To; Swami palinlsami ?§ Aaociates Fax 533 95? Date; January 6, 19[98 Comm. Nu.. 9839 14N tIAAO EARN TEAM, NIL sN 1041, EbNNr797A 15111-0107 T EIE IN IN I ($111716.1111 F41 Ili 11721.1147 Subfect1project. NATCOTctnporary Faciliti2? ,, We ara sending you the tollowinq'. Description . hem No. Copies Sheet No. • 1 lea,'•• .SpccialTesungScheduletoryouts nature Vin: Courier-hr. ¦ Facsimile tl±t pp, ?. Regular Mail Overnight Mail For: ApyrpY.ll _-? As requested Fordistribution For bids due I For review 10 For your use I Accepted as noted :? Othcn-- Remarks: Swami: Please sign and fax to Joe Voeta at The CRY of Eagan, fax 681 4694, also mail to: Ury of Eagan. Atm. Joe Voeis 3836 Not Knob R-ad Eagan, MN 55122 By: Stuart stephens ARCRIIECIURAI ALLIANCE 6125339586 JAN-06-98 TUE 04;03 PM PALANISAMI & ASSOC INC FAX NO. 6125339586 P. 02 JAN-06-1998 15:20 ALLIANCE AIRPORT 612 726 1047 P.02 Lr ` SPECIAL XNSPDCTICN "D T"T'No BC88DDLE J?c,?H???'rd (to be used in accordance with the •ouldelines for special Inep6ctigt) ana'Ter? ?491? r NA?(B" AIt ?A $?A"1"C T rzA? FAcIL/Y. /P>ew?cr (11j(j,.? pRonm J f LOCATION PLRNIT NO. Notes$ This eohed4le to be f111ed out and Sneluded in the project epocilicaelon. In orma on out when applying for a building permit- unavailable at that tints to be filled (1) Fernsit No. to be provided by the Building official. (2) Use descriptions per U.D.C. section 1701-X (3) Special inspector, Testing Agent Of Fabr}cator. (4) Firm contracted to perform services. ACV.NonZDatNENT9 Isch appropriate ropronentative must sign kiglovi C Firms Date: ?'?e•?0 - owner, -, - bates contractors-Firms Archit t Tirmt Ia tes Firm: ate: SERB Dato: • Slr Firm: Firms Dater s 6I1 /..r.r4f'2.r1G i, gt+Y+•i?1•?d,Date, q?- Firmi TAs r Yirm: Datot TAc Dates Ticmr Fs Firmi Date:- Fs • The individual names of all prospective special inspsctore and the work they intend to obeerve must be identified on the reverse side of this form. Logendf 5ZR a Structural Lngineer of Record 31 a special x"Spactor TA ' Tatting Agent ' Wars. arronr PA fnr rha antt.ttnn nP"YrmPn4. nv TOTAL P.02 01/07/98 G12 54G 3129 12:45 $612 546 3129 NORCON CONST. mok(q N NERAL CONTRAGTCI IS FAX TRANSMI TTAL Date: 1-7-98 TO. Joe Vols Company: City of Egan Fox. hum. Pete Nelson Re. NWA - NATCO Temporary Facility Message. Attached is the signed off copy of the special inspection and testing schedule as you requested. We are getting a letter from the trailer manufacture regarding the trailer certification also. That should follow shortly. Let me know if you need anything else. cc: Stewart Stephens - Arch. Alliance Bill Janvrin - NWA Pete Nelson Project Manager Total Pages Ind. Cover- 2 5D 001/002 MOACON CONSTRUCTION INC • 5905 GOLDEN VALLEY ROAD - GOLDEN VALLEY. MN 55422 612 • 546 - 6066 FAX 612 •546. 3129 612 546 3129 01/07/98 12:45 22612 546 5128 MORCON CONST. R002/002 SPECIAL INSPECTION AND TESTING SCHEDUL$ ? (To beused in accordance with the "Guidelines for Special Inspection anAQax V n A ancq?i-/, - - ? PROJECT NAME Nt,J - yn ?A?TC.') % MMPot AryY FAcr L /Tr PROJE M"I,,,1a LOCATION (1) z PERMIT NO. SPWVTRV. TYCPPPTTnY K! WnTTUR ipation Type of Report Assi ned action Article Description 2 3 ens g Firm 4 02270& Fo 7 '9' E6 Grs.lS1 s E E TH E atWt, a?:nauua.a NOLez: Thin schedule to be filled out and included in the project specification. Information unavailable at that time to be filled out when applying for a building permit. (1) Permit No. to be provided by the Building Official. (2) Use descriptions per O.B.C. Section /7d/.S (3) Special Inspector. Testing Agent or Fabricator. (4) Firm contracted to perform services. ACKNOWLEDGEMENTS Each appropriate 0z ntative must sign below: Owner: dlrr? Firm: Date: }-4-Cie Contractor: Firm: rnpP??61fi Date: 1- 7- °j Architect: Firms (pR) Date: 0 ?Z SER: Firm: Date- SI: Firm: Date. • SI: Firm: Date: TA: Firm: nN.S-rP-U Cif F 't'•?-l •Date: . 12-2?'? ' TA: Firm: Date: F: Firm: Date: F: Firm: Date: • The individual namee of all prospective speeial innpectore and the work they intend to obaerve must be identified on the reverse aide of this form. Legend: SER Structural Engineer of Record 51 = Special Inspector TA . Testing Agent F Fabricator Accepted for the Building Department By bate: JAN-06-1998 15:20 ALLIANCE AIRPORT 612 726 1047 P.01 ABCHIiEN9HEALLIAlCE JAN -710 TRANSMITTAL 144 Lima REM 10 TEAN11 NIL MINNENPOU1131 PW I111ENNN11DNNt AAPONT 3f. PAUL, MINNE301115111.341; TEtf ONONE E41417Z1-sa13 FIX 141ZI 711-1947 To: Swami Palanisami & Associates Fax 533.9586 Date: January 6, 1998 Comm. No.: 9839 SubjectlProject: NATCO Temporary Facilities . .. ......................... We are sending you the following: Item No. Copies Sheet No. Description 1 lea. Special Testing Schedule for your signatum .................. .. ......... . . . .. . . Via: ¦ Facsimile t^I op. - Regular Mall Ovemight Mail Courier-jv. For: Approval -' As requested Fwdistr4bution Forbids due I For review ¦ Foryouruse .I Accepted as noted _' Other. Remarks: Swami: Please sign and fax to Joe voets al,rhe_City of Eagan, fax 681.4694. also mail to: City of Eagan. Atm. Joe Voels 3830 Pilot Knob Road Fagan, MN 55122 $y: Stuart Stephens JAN-06-1998 15:20 ALLIANCE AIRPORT 612 726 1047 P.02 SPECIAL INSPNCTION AND TESTING $CHEDUL$ rr,,,, (TO be used in accordance with the 'Guidelines for Special Inspecti aAGs2' PRA7ECT NAKB N WA - WAT a TeM PO A2 y FAC(L lTY• PROJELKNOf ? LOCATION (1Aq'?` PERMIT No. SPECIAL INSPECTION SCEEDULE Type of Report Assigned -fipVcItIcation Bastion Article s 4 Fo 'T EE CA* r( F-AR MW TA Notes: This schedule to be filled out and included in the project specification. information unavailable at that time to be filled out when applying for a building permit. (1) Permit No. to be provided by the Building Official. (2) Use descriptions per U.B.C. Section 170/S (3) Special Inspector, Testing Agent or Fabricator. (4) Firm contracted to perform aervicea. ACKNOWLEDGMENTS Each appropriate representttlve must oign below' owner: 1-N-00 LC ?•? Firms -1a•ga Date; Contractor: Firms bates Archit t: ., JFirm: Dates IZ SEA: Firm: .n, `` '•'`'? Q? • SIs Firms ? Datot / JT * M Firms Date- TA: Firm: en a<IPu C?Ad Date: ?2 2? $ TA: Firm: bates F: Firms Date: F. Firms Date: The individual names of all prospective special inspectors and the work they intend to observe must be identified on the reverse side of this form. Legends SER a Structural Engineer of Record SI = Special Inspector TA - Testing Agent F = Fabricator Arrant PA fnr tha RnilAinn nansrtmPnt Rv n.to• TOTAL P.02 MA:AA Metropolitan Council Working for the Region, Planning for the Future Environmental Services December 18, 1997 Joe Voels Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Voels: The Metropolitan Council Environmental Services Division has determined SAC for the Northwest Aerospace Training Corporation Temporary Facility Addition Ibcated at 2600 Lone Oak Road within the City of Eagan. This project should be charged 2 SAC Units, as determined below. Charges: Classroom 2584 sq. ft. @ 1650 sq. ft./SAC Unit If you have any questions, call me at 602-1113. Sincerely, i n Jodi L. Edwards Staff Specialist Municipal Services Section JLE: 971218SC cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Stuart Stephens, Architectural Alliance SAC Units 1.57 or 2 230 East Wth Street St. Paul, Minnesota 55101-1633 (612) 222-8423 Fax 229-2183 TDD/TTY 229-3760 An Equal Opportunity EY layer TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIE; GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY / 13 14 ? P LoNL OAK S[GDNla 44(v+o w FROM: JOE/ VOEELS, CONSTRUCTION ANALYST DATE: J Tt/1?Pa2.4RY f?d4incw ?F A The _ preliminary -X, construction plans for &-4,ry lc,o/e 6",L-«di,,,,6 Gv Norrr?rh/rfs are in our plan review section for your review and comment. 4, R tivc a # s g asprae r 7i,g4lV/N 6 Ct,vscrz Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: L' LS p ermit: Indicate any L 1 r UNT ? Yes ? ZONING? ? Yes ? ? Yes ? Yes ? Yes CL / ?1<< ? Yes 0 )0 I ---e ianature Date JSNORMS-BLDA'LAN REVIEW/JOE V pie H MEMORANDITM TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATO DALE WEGLEITNER, FIRE MARSHAL / ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREW GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY 13 - FROM. JOE VOELS, CONSTRUCTION ANALYST ? P LoKt OqK ,<rCo./a Ah?,fT+oN DATE: T ??orza.e y Ae a, T/av mF A The _ preliminary Jx construction plans for &4,h,Lc,e 6c r cai .??, G? Norm k/isr are in our plan review section for your review and comment. A. R GIvc S A G,2 osp4 c c T.pA/A/iN C,r vrr/L Please return this form to Dale Schoennner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? ? Signature ZONING? 9g Date MFORNIs-111.1WIT,4N Rrvu:6710r v TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATO ` A Rif' ??? `y7 DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR T[LITIESlSTRE /' PUBLIC WORKS/ V ENGINEERING DIVISION GENE FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY 4-It 13• ? LOKL OAK SCGONa 144J710w FROM: JOE VOELS, CONSTRUCTION ANALYST DATE: /LArI??/2ARY Ad4iriaV 4f A The _preliminary / construction plans for & Noier&Wy are in our plan review section for your review and comment. ,4,.49 t/,vc 's A cR 105MCG CtN7L2 Please return this form t Dale Schoeppner ith your signed comments and the date of review. If you have any conc w> ns, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Ge" / TbG - r.7f1-G Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Yes ? No Sig ature 711v- 1/1 1 ZONING? I - (P-a0 Date MFORMS-nLINITAN REVIEIWJOE V E M O R-A'N D TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRA DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STRI GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY L , FROM: JOE VOELS, CONSTRUCTION ANALYST 13- 5 LOh(L VAX SLGoAm At(71o w DATE: T /?7Po2,q.eY A6 Ai ricw OF .9 The _ preliminary construction plans for ?1la? ?? /z 6c« cdi mss. G? Norrrdh/tff are in our plan review section for your review and comment. y, e G/.vc S i9 L C csP.vc c ?QA/N/N Lt?>ciz Please return this form to Dale Schoepaner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedication park dedication trail dedication tree dedication (W??, AZ7-?, Sign ature ZONING? /-(, ?1f3 Date 1S/P0ILMS-131.U11'L %N RFVIFW/JOF V TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINIST DALE WEGLEYINER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/S' GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY t? -if 13 - FROM: JOE VOELS, CONSTRUCTION ANALYST jJ O r LoKL ORK Ste0..f,6 '441-rJOa4 DATE: e7 T A'1P02.4RY Adbi rlav DF /4 6carteii{? Noiz ,f -Csf The -preliminary JQ( construction plans for >,.iL46 are in our plan review section for your review and comment.,9„RG/,vr 's i9"esn,9c.c reg1A11N j Lr,vrr2 Please return this form to Dale Schoeponer with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedication park dedication trail dedication tree dedication ZONING? ? Yes ? No Date +S,aturreI4 JS/FORMS-BLD/1'LAN REVIEW/JOE V O TO: PAT GEAGAN, CHIEF OF POLICE JO DALE WEGLEITNER, FIRE N HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATO LR.? s?/ ELECTRICAL INSPECTOR MARSHAL r,?7 ?aA6? ITILITIES/BYRE PUBLIC WORKS/ N GENE V NOVERBEKE FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR Y ?yyi f'^ 000 MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY `• /? 13 • ? LoKt OqK Stco..ra Aa?sr7JOw FROM: JOE VOELS, CONSTRUCTION ANALYST DATE: T/I?P?i2ARY 44ir10,v OF i9 The -preliminary jx, construction plans for W,4,"4,4A 13c,,caiie. G& Noirr?ra/ss>r are in our plan review section for your review and comment. A, R LhvL S f' f.K 11SA4C L r,CO1 11 C{Nft2 Please return this form to Dale Schoepuner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes O?,No ? Yes ? No Signature landscape security required water quality dedication park dedication trail dedication tree dedication ZONING? s ??E'°-«.?.,,•?..,f'? -cry ' Date JS/1:02MS-HlD/PL.AN RI-V16W/JOI- V FROM PHONE NO. OGE Capital Modular Space ... centered on quality Nov. 03 1997 04:50PN P1 ls9o NEW BRIGHTON Ul.vn 61INNEAPOLIS. MN 55419 21ttp://ativw modspacc.com ? Largest selection of floorplans available for immediate delivery or custom build to meet your needs `-' ? Custom, quality facilities in a fraction of the time needed for conventional construction ? Temporary & permanent solutions to accommodate your changing needs ? Flexi6te financing-lease, buy, municipal lease ? Local offices nationwide ready to scrve you ? One stop shopping for furniture, steps & ramps. and otter ancillary set-vices & accessories FAX To: S f v ?' ?`2 L?3 COMPANY: p! t'd?C ¢.C?VI?1 tlr-neA- FAX NUMBER: -7L6- I o L1 7 FROM: BOB KILBY PHONE: 612-3314154 FAX: 612-3314509 DATE. NuVIBER OF PAGES WC11L DING COVER SHEET: MESSAGE: Our Business Is Helping Yours 1,t dioice for Mobile & Modular BuainV OCT 10'97 09:00 FR THE ALLIANCE PHONE NO. I Omva tkcuxWurCo?yoaw l250NM8.ry?aPlAe muleamr1. 4055112-I6U f122Jr 5w A GfFnwrex$aMTrtyrswry O.E.OAP MOD SPACE DATE:: ?7.9sptiT MPLS, MINN. PROJECT: DRYCLASSROOM BOB K1LBY PLANT: 6Wltr]Mrt, U21 MODEL a: A$75 SERIAL St NIA SLOG SIZE: 4T0"X7T 1.DESIONC P: A. BUILDING LOCATION. MINN. 5. SUBMITTAL: MINNESOTA C CONSTTI ICTIOIV TYPE: V-K D. OCCUPANCYTYPE: 4-3 E. OCC UPANT LOAD: F. PLANREVIBW: STATE 0. PLAN SEAL NIA M. PLANT INSPECTION: M31&TMIRO PARTY 1. MODULE LAVVA. STATE SBAL J. DESION LJVE LOADS: ROOF: 4D FLOOR: Office; Classroom: SO WIND W RO': 15 P90 WIND UPLIFT: I PSF WIND SPEED: SEE MAP 9. S41PPiNG; "eight vim" Length 1117 17-01 7C•-01 W[i01R Of N0avlw MotWk: L FRAME: A TYPE: 17' JR. LBM BASEMENT W78ROSIAAEMBERS $ 44' O.C. B. MITCM: DETACHABLE W@-Stir COUPLER 9 JACK C. AXLES: 4 OUAO WIEL£CTRIC BRAKES ON ALL AXES 0. TIRES: In LOAD RANGE E I FLOOR: A. BOTTOM BOARD: PLASTID ROLL TYPE S, INSULATION: R.40 UNFACED FIBERGLASS BATT TYPE C. JOINT: YXS#2 SPF OR BETTER a 11' O rayALIED TRANsyaw D. DECKING: Wr PLYWOOD SINGLE LAYER TAO EDGE 4. COVBPAG: 26 OZ CARPET LOW LEVEL LOOP JUTE SACK F. MAT&UNE FLOOR: COVERM SEAMED AT SITE BY OTHERS LTIINTR#IU A. EXTERIORSTUDS: IX4? Ir OfC YBSPIGI.E TOP& BOTTOM PLATES C. INSULATION: R-1 I UNPACSO WMIKQL.Aaa SATT TYPE D. Ri7TLRIOR STUDS: tU A 1r OIC WBMIGLE TOP & BOTTOM PLATER I- HEOff- 8`46 F. INT. INSULATION: AAA UNFAGED FIBERGLASS BATT TYPE K. SHIPPING WALLA YXa ® 24" O.C. VWNCLE 1X5 TOP AND BOTTOM PLATES SUPPORT POST NIA K. R.A PLENUM W a 11V O.C. LINED 011-1 3ro1 GYPSUM IN CAVITY L COVERING- IV TYDE.X VINYL COVERED GYPSUM: UPGRAOE 612 870 8356 TO TARO P.03i08 Oct. 09 1997 12:55PM P2 GE Capifw mow/arSpBCc OCT 10'97 09:01 FP, THE ALLIANCE PHONE NO. 612 870 8356 TO TAAO P.04i08 Oct. 09 1997 12:55PM P3 M. INTERIOR TRIM PKO• Flees Seee! 2 VV CASINO - PREFINIBNED CNIIng co": 1" WOOD BATTEN . PREMI p= lrtswe Comer. 1" WOOD CORNER - PREPHISMED (NSIOPJ OultiQq Comon SNAP ON CORNER Deer TYMt: 2114- CASNG - PREFNISNED (W14') Wlrteow Trim: WOOQ OARNISK Well Maf?IJns: 3^ W000 OATTEN - PREFNI3MED (SFIPPEO LOOSE) N CIMS Meee-Llee: 991LINO BEAM • PAINTRO (WPPEO LOOsai . SHEATHING: NIA O. P TIE DOWNS: .- ..._ -.. 16 OVER THE ROOF BTEEI. TIE DOWN BTRAPs •- Q SIDMIG - .--.-._ TNB" INNERSIAL Wl GROOVES g r OIO . SKIRTING: NM `lL _ . _EXT:iRIM•.-,___?._. . seanows V101 t Beoem: 1X8 ROUGH SAWN Tap: 1X4 ROUGH SAWN Comm 1X4 ROUGH sATNN Doers: 1X4 ROUGH SAWN TVMldam: 1X4 ROUGH SAUN M2104j . 1X4R000MSAwR S. TRANSIT COVVMN0: - HI STRENGTH VISQUEEN FASTENED WITH PLY BTMPS T. ACC6SSDRIEB: 6!R: a¢ er A A ROOT FRAMING: TESTED FLAT TRV33ES B Ir CRS • LL -40 P.S.F. A. ROOF FRAMING: TAPERQD ZXS 4W 24" CAC TO FORM IRANSVBRSE RIDGE S. MATR4&KAM! 3 LAYERS OF 314?' X 24" MIEN PLYWOOD MWITRA ROOF MU' C. NBULATION: R-34 KRAFT FACED M6EROLABs BATTTYPE 0. SHEATHING: 1l!" CD PLYWOOO WMXTUMOR CLUE E. CE)UNO STBTEM: U2" WHITE PREFINMHM SHEETROCK W>IRODETTE9 CORR SUB CEIL'O 5l6" TYPI! "r RAW GYPSUM 14MIR OORR 6E1LNG F. CEIUNG HEIGHT., B'.e" 0. ROOFING: R.P.D.M. M. M.L. ROOF BEAM: 2I1P.D.M. 1. GRIP EDGE: STANDARD J-RAIL J. FASCWWFFIT WA FAtele Board 1X0 RELISH SAWN so" NIA G. VENTS NIA PWR VENT 4 POWE M - MILL END VENT 3 POWERED-vam M ACCEMRY s. EXTERIOR DOORS: NOTS> 1 DOORS SHIPPED LOOSE A. DOOR: 2 72X00 DBL STEEL, STEEL FRAME ' V. 10X10 VAAErY GLASS LITE R- MAROWARE: PANIC M%"* PULL TYPE 011V 81. HARDWARB! CLOSER-STANDARD C. FIRS"I PAINTED (DOUBLE DOOR) 0. ACCESSORIES: IVA 7. IFA'A" DOORS: E. CO". ! 3EX80 EMBORS6D WODD IOuG CORE, 20 MIH. P. PRAME. STMT., RATED EQUAL TO DOOR G. MARDWAR6: KITED LEVER SET (U) H. FNIsM: PREFMMM SY DOOR MANUFACTURER A. EXT. WWD01Y: 12 24h VERmAL SLIDER. ERDWN FNISH FRAME. P1aVLATBD GLASS DeetAeim BRONZE FMM FRAME S. STORMS: NIA C. WINDOWACCl33ORY: F19EROlAeRBCWFFNB s_ ELECTRIOAL- 2. OCT 10'97 09:01 FR THE ALLIANCE 612 670 8356 TO TARO P.07i06 FROM : PHME NO. Oct. 09 1997 12:56PM P6 M _ TEMUCAL CLARIFICATIONS Proposal for: NORTHWEST AIRLINES Installation ofhere modular units includes the delivery of the units to the project site, blocking and leveling the modular units, seaming and sealing the modular units. Electrical crossovers between modules done by GECMS. Foundation piers (if required) will be provided by OTHERS. 2. GEMS will provide manufae turar's shop drawings only. Any other drawings and/or tests required are to be supplied by the customer. 3. Proposed building does not include exterior Fire Rated assemblies. If Fire Rated assemblies are required, due to the location of the module to existing buildings, property lines, or other struourres, GECMS will provide at an additional cost. 4. GEMS will provide cer6Scation from the State of mNNESOTA for the, m=ufactute of the modular beteldings. Additional costs that result from the requirements of local codes will be considered changes to the conuact. S. The customer is responsible for obtaining and paying for all necessary permits, fees, and licenses with the exception of transportation. This proposal is based on: a) An assumed soil bearing capacity of 3,000 psf at 48 inches below grade. b) Suitable and acceptable access to the site for the module size(s) to be provided. c) A suitable staging area located adjacent to the work site. d) Level grade (+I- 6'7 within the proposed building envelop. e) Placement of module(s) to be accomplished by the use of a truck f) A single electrical drop through the floor of the each unit for connection to the main electrical service by others. g) Multiple utility drops through the floor of each unit for mwdfoldmg and connection of water and sewer lines by other's. h) All underground obstructions, if any, within the proposed building envelope/area to be located and marked above grade, by othm i) Unless otherwise noted, color selections to be made from manufacturer's standard, stock colors. j) No stairs, ramps, platforms or canopies are included in this proposal. ® GFCapital Modular Space OWBusi "is Ne"M 1'awe ??? ?,S ?i OCT 10'97 09:02 FR THE ALLIANCE 612 870 8356 TO TAAO P.08i08 PHONE NO. Oct. 09 1997 12:57PM P7 k) flutters and downspouts are not included in this proposal. 1) HVAC bdtmc-ing by others. m) Exterior doors of the modular building will be keyed alike. n) Excavation, grading, and any other site development by others. o) Dewatering of subsurface water by others. p) Storm water management, erosion control, and sedimentation control by others. NOTE: "others" denotes not by GECMS or its agents, employees, and/or subcontxectors, GECaphal Modular Spaoe ** TOTAL PAGE.008 ** i;-OT TRAINING a? CITY OF EAGAN N-0 13389 3830 Pilot Knob Road, P.O. L3gx 21.199, Eagan, MN 55121 PHONE: 54-81db WILDING PERMIT - Receipt# wii/ To be used for COMM OFC Est.Value $19,400,ONte MARCH 27 ,1987 Site Address 2600 LONE OAK PT Lot 1 Block 1 Sec/Sub. LONE OAK 2 ND Parcel No. a` Name NORTHWEST AIRLINES INC Z Address 2700 LONE OAK PKWY o City EAGAN Phone-_226-2111 o Name M.A. MORTENSON ou Address 700 MEADOW LN NO City MPLS Phone 726-3506 wZ )Name SCHOEN ASSOCIATES z- Address 667 DEMORS AVE gW City GRAND FORBr$wne 701/746-1439 OFFICE USE ONLY On Site Sewage Occupancy 9-2 MWCC System Zoning PD On Site Well Type of Const City Water -_V_ (Actual) TT DE (Allowable) 1S_nR # of Stories 3. Length Depth SF. Total 21 r;, ono Footprint S.F. l15, 000 APPROVALS FEES Assessments Permit $ 44,478.5 Water/Sewer _ Surcharge _ 2,220..0 Police Plan Review 239.2 22 Fire SAC, City , 6 .0 SAC, MWCC , Plan Planner Water Conn. N/A Council Water Meter I hereby acknowledge that I have read this application and state Bldg. Off. _ Road Unit M5 that the information is cored qft agree to comply with all applicable) APC Copies Treatment Pt li, 520. 0 State of Minnesota Statu es rid Ci pf Eagan Ordin n5 sw Variance Parks m.6, 592. . 0 41 lam9 Signature of Permittee `rGL .PL°?--? TOTAL A Building Permit is issued to: M. A. MORTENSON on the express condition that all work shall be done in accordance with all applicatiW)State of MirWsotaSlatutes and City of Eagan Ordinances. Building Official ` /338 1987 BUILDING PERMIT AP SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR /HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS FOR SALE UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: U aluationAj4 a ( j 4 1 'LCoOo Lout Oka ,? POIN7 Site Address a 1 -1 OFF Lot I Block 2Np Parcel/Sub Lowe dF`ie, Owner /V VV/ 7 Address Z-7OU l?vu" %1 WI City/Zip Code Lyaga? 512 Phone n qq Contractor MR i?o{4T?N 50l?1 dress 71-)C) Me'-30w `N. Pwzt? oK 710 55`}x} C) City/Zip Code M001s. AV Phone 726 - 3 5 6 6 Arch./Engr. / SG4oe, /155oC?wtes Address 649 bceviCr2S Ave, City/Zip Code 6f,a J 5nics / /Ub 5$2a 7-UAIt,C-j hN 1-27-V? Date: ?-2. 7- 8? On Site Sewage_ Occupancy }3•Z MWCC System ? Zoning PD On Site Well Type of Const City Water ? (Actual) F2 (Allowable) 11F F(Z 11 of Stories 3 Length Depth S.F. Total n 5,eod Footprint S.F. 115,c:o APPROVALS FEES Assessments Permit Water/Sewer Surcharge Police Plan Review Fire SAC, City Engr SAC, MWCC Planner Water Conn Council Water Meter Bldg Off Road Unit APC Treatment P1 Variance Parks Copies TOTAL Z Phone # '7o(- 714 - l4 3 7 ?T- e A 44 Won), coo ' 18,4ppr000 16,4cax2.2z = 414oo 44,4-76,2? 44478 s` 'PLAN( ??UI El,.r 444--78 = Z = Z2 23? . 2S 2S 'Z22?9 - f 5? t- [,c'x?a?S X ?19, 4m ? - S,a?gwo?? = 2220 2220 . SAIL 1 c4? x Ccd = Co¢> S2? x. ?4 = 33(aoa (?Uov 4-coo o a? CTZ?!( TpG I?o??? _ I(?Zv 11520 064 x (,"140, T7 CITY OF EAGAN N? 17110 3830 Pilot Knqb Road, ?P.O. 9dx `1-199, Eagan, MN 55121 PERMIT c PHC.wE: 45a-B??g 3 a 7 ` Receipt # Tom ,r,;9d for STRUCTURAL STEEL Est._Value $400,000 Date SEP 27 19,89 Site Address 2600 LONE OAK PT Lot I Block 1 Sec/Sub. LONE OAK 2ND OFFICE USE ONLY Parcel No. Occupancy FEES Zoning W Name NORT1b3S1 AurspACE TRAINING cm Actual) Const Bld Permit 1,340. 00 Address 2600 LONE OAK PT (Allowable) g. 200 00 o Surcharge . City EAGAN Phone 726-3142 Rot stories Plan Review 670.00 Length o Name M A MORTENSON CO Depth SAC C t 300 00 u< Address 700 MEADOW LN N S.F.Total , i y . 1 725 00 City MPLS Phone 522-2100 SF Footprints SAC, MCWCC , . t W C On Site Sewage er onn a Ww Name SCHOEN ASSOCIATES INC On site Well W w uz Address 667 DEMERS AVE MWCCSystem ater Meter _ Acct Depose <w CityGRAND FORKS ND Phone (701) 746-1439 City Water PRV Required S/W Permit I hereby acknowlege that I have read this application and state that the Booster Pump S(W Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and Ci f Eaq d a . Treatment PI 684.00 Signature of Permitee APPROVALS Road Unit A Building Permit is sued to: Planner Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies Building Official ?ftf.ILht Asid 1'y_20 Variance TOTAL 4.919.00 SINGLE FAMILY DWELLINGS "'S OF PLANS ISTERED SITE SURVEYS ai OF ENERGY CALCS. 2 SETS OF PLANS BEGISTRBED SITE SDRVE73 - (CHECK WITH BLDG DIV.) 1 SET OF ENERGY CALCS. MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS ! OF UNITS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/BOMEOWNER NUST DESIGNATE WBICB ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED.. SEWER 6 WATER PERMIT FEES AND ACCOUNT DEPOSIT FEES WILL BE INCLUDED WITH THE BUILDING PERMIT FEE. PROCESSING TIME FOR SEWER AND WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEER COMPLETED INDICATING A LICENSED PLUMBER. PENALTY APPLIES WHEN: PERMIT IS NOT PAID FOR IN SAME MONTH IT IS REQUESTED. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. sTRULTUQAl. STS- PEamiT otqu j To Be Used For: f rvAjo^ Valuation* .9 7 ?/ek:?,o Address Ztcoo Z-"P- O.ck Lot / Block Parcel/Sub/ nZ.- Owner /(?r}?wt/?ryCrot,O+?'G M?i?S ?;.?r+'r Address 7(.?o Loe? Odd ??, Date: y /S Occupancy Zoning Actual Const Allowable w of stories Length Depth S.F. Total Footprint S.F. City/Zip Codes . ?+fs/ SsiZ/ Phone 7 Z6 - 3?`ZZ .tractor Address 700 Meli?« i Gn ?a rt /V"/ SSSlZZ City/Zip Code .11.4 --, Phone SZZ-Z/->0 . Arch./Engr. ?c/9aeti /aflaci++?1. Inc. Address , J Ae lef lie- City/Zip Code (5?,z On site sewage On site well MWCC System City Mater ?BY required _ Boaster Pump _ Council Bldg. Off. °r 2c. Variance S?itic?dr. / S??/ COMMERCIAL 2 SETS OF ARCHITECTURAL i STRUCTURAL PLANS 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCS. FEES Bldg. Permit 13L10- Surcharge 200" Plan Review 6 O - SAC, City Soo ' SAC, MWCC 17 ZS' Water Conn Water Meter Acct. Deposit - S/W Permit S/W Surcharge -- Treatment Pl. 68y - Road Unit -- Park Ded. Copies ° SUBTOTAL Penalty TOTAL Phone f 7, oADDITION TO NATCo 54,I/LD/A/6. FIRST r--Y(--ANSiQN Tb 'D' wiNG 1989 BUILZ4IJ* PEW.'IT APPLICATION CITY OF EAGAN 1.91110 MULTIPLE DWELLINGS coo i4 r N Pi T I3?95c tii2 13yr.? St (-H Al26-E gr>D2>2Dayc,CSCPC>S' Z ?a0 ?EI/IELJ ??'?' Gr)O SAc.. (3 L? N r(j) C 3Y,IOL>= 30u VIIuiCc- 3 s?S. I?2?S TR, PINr ?a 2 k `6 ' G `I --'N NATCO BUILDING PERMIT To be used for INT IMPR CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 Receipt # Est. Value $75,000 Site Address 2600 LONE OAK POINT Lot 1 Block 1 Sec/Sub. LONE OAK 2ND Parcel No. Occupancy w Name AEROSPACE TRAINING CTR Zoning (Actual) Const 3 Address SAME (Allowable) City Phone #of Stones ,o Name M.A. MORTENSON CO Depth p 0` 700 MEADOW LANE NO Address S.F.Total I` City MPLS Phone 797-6199 (Pair SF. Footprints W Name THE ALLIANCE On Site Sewage On Site well u ?-, Address RM 344 CENTOR MEZZANINE MWCC System ,w City ST PAUL Phone 726-9012 City Water PRV Required 1 hereby acknowlege that I have read this application and state that the Booster Pump information is correct and agree to comply ith all applicable State of Minnesota Statutes and Cftygf Eagan Ordin ces. Signature of Permitee ?3t,"'r APPROVALS A Building Permit is issued to: M.A. MORTENSON CO Planner on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota tatutes and City f Eagan Ordinances. Bldg. Off. Building Official -? c,,,sA Variance N° -19733 OFFICE USE ONLY Bldg. Permit Surcharge Plan Review SAC, City SAC. MCWCC Water Conn Water Meter Acct. Deposit SM' Permit SM/ Surcharge Treatment PI Road Unit Park Dad. Copies TOTAL FEES t 597_nn J/.JV 343.00 Y'O;TC0 BUILDING PERMIT APPLICATION ? CITY OF EAGAN SINGLE'FAMILY DWELLINGS MULTIPLE DWELLINGS 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. ( To Be Used For ?Qi7 AL `? Valuation: fts=bela j-? Date: q! 23/"1 Site Address as L"W€bm& ?OtN7 Lot ( Block f / Parcel/Sub t /?u Owner NDKTEIU)FST FY?Ie Address aCDC u OAV- City/Zip Code Ew-ej, ?N Phone Contractor M-R'M1Df-TM5DN (c)• Address -Icb C'1" WE Howl City/Zip Code I MI )S, l &J, -S547_7Z- Phone NWA''Tw&tT-r 7aq-+?92, SZZ-zloo Arch./Engr. Tr- "Rack Address &. 3144 CFEnNK MLcZZAN)NLr City/Zip Code 5F'p ( ML r4'y• Sj [ l Phone # ?a (D - QC) ? ;?- Sewer/Water Licensed Contr._ K4T? woo, (Signature of Contractor L, COMMERCIAL ONLY FEES P i l 00 S Z 7 Occupancy erm t B dg. , Zoning Surcharge Sa A7. Actual Const Plan Review ? 3193. Allowable SAC, City # of stories SAC, MWCC Length Water Conn. Depth Water Meter S.F. Total Acct. Deposit Footprint S.F. S/w Permit S/W Surcharge On site sewage- Treatment P1. On site well Road Unit MWCC System Park Ded. City water Trail Ded. PRV Copies Booster Pump APPROVALS Planner _ Council Bldg. Off. -7'f9/ Variance SUBTOTAL Penalty Lot Change TOTAL !?n7. agrees that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. I'D" WING CITY OF EAGAN N_0 17254 3830 Pilot Knob Road, P; ,Box 11-199, Eagan, MN 55121 PHONE: 454-8100 0 BUILDING PERMIT ??? Receipt # To be used for ADDITION Est. Value $2,880,000 Date OCT 31 g 89 Site Address 2600 LONE OAK PT Lot I Block 1 Sec/Sub. LONE OAK 2ND Parcel No. o IName Address 2600 LONE OAK AEROSPACE 726-3142 TRAINING City EAGAN ,o Name_ M A MORTENSON CO Address 700 MEADOW I.NE N City _ M PI?.S Phone 599-9100 Pw Name SCHOEN ASSOCIATES INC ,-a Address 667 DEMERS AVE <w CItyGRAND FORKS. NDPhone (701) 746-1439 I hereby acknowlege that I have read this application and state that the information is correct and agree to comply with II applicable State of Minnesota Statutes and City o agan Or 'nagce Signature of Permdee A Building Permit is I d to: M A MOR NSON CO on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official OFFICE USE ONLY Occupancy IB-2 FEES Zoning --ED (Actual)Const I I-F$_SPR Bldg. Permit 7.300.00 (Allowable) Surcharge 1 , 164-00 a of Stones Length 1291 Plan Review 3 . 650.00 Depth 160 r SAC, City S.F. Total 2400 S.F Footprints ikMO SAC, MCWCC On Site Sewage Water Conn On Ste Well Water Meter MWCC System City Water Acct. Deposit PRV Required S/W Permit Booster Pump S/W Surcharge Treatment PI APPROVALS Road Unit Planner Park Ded. Council Bldg. Off. Copies Variance TOTAL 12.114.00 SINGLE FAMILY DWELLINGS .'°S OF PLANS i'IFOISTERED SITE SURVEYS I SET OF ENERGY CALCS. l 1989 BUILDING PERMIT APPLICATION CITY OF EAGAN 1812.5ti MLTIPLE DWELLINGS 2 SETS OF PLANS REGISTERED SITE SURVEYS - (CHECK WITH BLDG DIV.) 1 SET OF =ROY CALCS. MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS R OF UNITS NOTE: ADDRESSES FOR CDRRER LOTS - CONTRACTOR/BOMEOWNER !KIST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED.. SEWER A WATER PERMIT FEES AND ACCOUNT DEPOSIT FEES WILL BE INCLUDED WITH THE BUILDING PERMIT FEE. PROCESSING TIME FOR SEWER AND WATER PERMITS IS TWO DAIS ONCE A PERMIT HAS BEEN COMPLETED INDICATING A LICENSED PLUMBER. PENALTY APPLIES WHEN: PERMIT IS NOT PAID FOR IN SAME MONTH IT IS REQUESTED. A.DDLOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. ? ioN To Be Used For: Valuation; 2 SSD/ °OC Date: Site Address Gant z>ak , f / Block / rcr eel/Sub . Z4-le 4v1< Z=J Owner Address 26oo 4?? Ge/[ ?•.? City/Zip Codefi?? /"/i? SS/Z/ Phone ZZ6 - 314Z -,tractor /t-f•4 .]dress ?G20 ?lTs?. i /?.e /Uo1y City/Zip Code/P/; I. M/? 5S /yo Phone S"ZZ- Zi00 Arch./Engr. S?4oe?SOa.4 cif ><. ,dress ? ?eAlers Aye- City/Zip Code G.a ??s , n/? SBZo! Occupancy 8-2- Zoning PD Actual Const 7I-FR SPR Allowable # of stories Length 12? Depth (20 S.F. Total aYOaJ Footprint S.F. tJ On site sewage On site well MWCC System City water PRV required _ Booster Pump _ Council Bldg. Off. 0 3o variance COMMERCIAL 2 SETS OF ARCHITECTURAL A STRUCTURAL PLANS i SET OF SPECIFICATIONS 1 SET OF ENERGY CALCS. FEES Bldg. Permit 15?. Surcharge ° 11614, Plan Review 36So.oe SAC, City SACO MWCC --° Water Conn -^ Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. Road Unit Park Ded. "-` Copies SUBTOTAL Penalty TOTAL ADD,-noN TD D' wjNa Phone # 4-7vi2 716 -ItZf 5rT3 s '7;26-c,'sh14 R.M %T ! sT J` pOV ?Od I 6 5s o X ?, oo = St4acwAQ&e cLsr 'l,oov?oau O pU,PO'7 K 13 vo X -so VA_ ?u q-n ?N t - 35'39 w 9 P991SU G Ile, -7 30 10 nn? oo " oC b? /I (O L4 3 65-u) r-k?:Ss B P/Y i (-?, ?FF:ELtoutS 7OeM 1T-1 FLIGHT INSTRUCTION CITY OF EAGAN N_O 17018 3830 Pilot Knob Road, .°.O. Box 21.199, Eagan, MN 55121 PHfiNE:454-8100 5 71 BUILDING PERMIT Receipt # 5 t! 1 To be used for FOUNDATION Est. Value Date SEPTEMBER 1 19 89 Site Address 2600 LONE OAK POINT Lot I Block 1 Sec/Sub. OAK 2ND OFFICE USE ONLY Parcel No. Occupancy FEES NW AEROSPACE TRAINING CORP Name Zoning (Actual) Const Bldg Permit $150.00 o Address 2600 LONE OAK PT (Allowable) S urcharge City EAGAN Phone 726-3142 a of stones Plan Review Length o Name M.A. MORTENSON GO Depth SAC City u< Address 700 MEADOW LANE NO S.F. Total , E City MPLS Phone 522-2100 S F. Footprints SAC, MCWCC - Water Conn On Site Sewage Name SCHOEN ASSOCIATES TNC On Site Well Water Meter Ful Address 667 DEMERS AVE MWCC System l City rRAND FORKS Phone 7011746-1439 City Water gcct Deposit SAN Permit PRV Required I hereby acknowlege that I have read this application and state that the Booster Pump SrW Surcharge information is correct and agree to comply with all p11 thle State of Minnesota Statutes and City QLEa Ot i ce Treatment PI Signature of Permitee APPROVALS Road Unit M.A. MORT NSON A Building Permit is issuetl to: Planner Park Dad. on the express condition that all work shall be done in accordance with all Council _. applicable State of Mmner Statutes and Ci Eagan Ordinances. Bldg Off. Copies M / / 150.00 7C ..fYlR?r Building Official /i Variance TOTAL ?_. /7 4 ,i98943UILDING PERMIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS 2 SETS OF PLANS 3 REGISTERED SITE SURVEYS I SET OF ENERGY CALCS. MULTIPLE DWELLINGS 2 SETS OF PLANS REGISTERED SITE SURVEYS - (CHECK WITH BLDG DIV.) I SET OF ENERGY CALCS. COMMERCIAL 2 SETS OF ARCHITECTURAL 3 STRUCTURAL PLANS 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCS. MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS f OF UNITS NOTES ADDRESSES FOR CORNER L075 - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED.. SEWER A WATER PERMIT FEES AND ACCOUNT DEPOSIT FEES WILL BE INCLUDED WITH THE BUILDING PERMIT FEE. PROCESSING TIME FOR SEWER AND WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED INDICATING A LICENSED PLUMBER. PENALTY APPLIES WHEN: PERMIT IS NOT PAID FOR IN SAME MONTH IT IS REQUESTED. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. FouNOATfotA ?EleMl"r ©NLx To Be Used For: Valuation:, Z( Lone 04/G ern Site Address e45s , _ /J?/? 5-S-/Z/ OFFIi Lot f Block f? Parcel/Subrn 0. x Owner Address ZZ? Z. ,e 1201, City/Zip Code IVV SS/Z/ Phone la1Z 7ZI,- 2 Contractor /o, /v /rra?/e4,y- Address 7? 'Code lgw SS?yZ City/Zip ?s?? 2 2 - 2 / ---c> 3 er- AARMN Phone 4/z / -52, Arch./Engr..5,-yaen ff'focicas%J , ?`ic Address /,",,/7 6?e l;?'C?S F}/Pi1aL? City/Zip Code -??''!!/ar/i'lN7 S-e2ol Phone 4 Date: B Z 2 Occupancy Zoning Actual Const Allowable i of stories Length Depth S.F. Total Footprint S.F. On site sewage On site well _ MWCC System city water PRV required _ Booster Pump _ APPROVALS Planner _ Council Bldg. Off. 8/31 Variance FEES Bldg. Permit SZ? Surcharge Plan Review SAC, City SAC, MWCC Water Conn Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. Road Unit Park Ded. Copies SUBTOTAL Penalty TOTAL -, j0(?OOv X Up // CITY OF EAGAN Na 13125 3630 Pilot Knob Road, PO. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PHONE: 464-8100 Receiptp 2,466 y To be used for Est. Value Date JANUARY 20 .19-8 7 , Site Address 2600 LONE OAK PT Erect ? Occupancy Lot 1 Block 1 Sec/Sub. LONE OAK 2ND Remodel ? Zoning Parcel No. Name NORTHWEST AIRLINES Address City - Phone o Name M.A. MORTENSON $ < Address P-0. BOX 710 City MPLS Phone 522-2100 ?Q F w Name Address a W City Phone I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Or in ncas. , Signature of Permitteegnsture of + a ^6J /-? A Building Permit is issued to: M.A. MORTENSON all work shall be done in accordance with all applic?ab(? State of Minnes Building Official t,/?L?' Repair ? Type of Const. Addition ? No. Stories Move ? Length Demolish ? Depth Int. Impr. ? Sq. Ft Install ? Assessment Water & Sew. Police Fire Eng. Planner Council Bldg. Off. APC Var. Date Permit '71 J . VV Surcharge Plan Revie SAC Water Con Water Meter Road Unit Tr. PI. Copies- Total $15.00 on the express condition that and City of Eagan Ordinances. l? . 1987 HOILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR /HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS - RESIDENTIAL INCLUDE 2 SETS OF PLANS, CERTIFII 1 SET OF ENERGY CALCULATIONS COMMERCIAL RENTAL UNITS FOR SALE UNITS OF SURVEY - CHECK WITH BLDG. DEPT., INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND SIVLJ-TU2A-L- >TET--I_ To Be Used For: IFPAm E r Valuation: Site Address Zzofo ?NG6F?It PI Lot I Block Parcel/Sub ?hlc ?fi l? ?µn Owner -Q 1,,J A Address City/Zip Code Phone Contractor M. f, MoRTt'N1DN Address City/Zip Code Phone Arch./Engr. DGNoGN AKr--H Address City/Zip Code Phone # Date: On Site Sewage_ MWCC System On Site Well City Water APPROVALS Assessments Water/Sewer Police Fire Engr Planner Council Bldg Off APC Variance Occupancy Zoning Type of Const (Actual) (Allowable) # of Stories Length Depth S.F. Total Footprint S.F. FEES Permit I S. Surcharge Plan Review _ SAC, City SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies TOTAL CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121N2 12826 PHONII: 454-8100 G s? BUILDING PERMIT Receipt If 1!. Tobeusedfor FOUNDATION Est. Value Date OCTOBER 30 .1986 Site Address 2600 LONE OAK PT Erect IM O Lot 1 Block 1 Sec/Sub. LONE OAK 2ND Remodel Parcel No. NORTHWEST AIRLINES Address 2700 LONE OAK PKWY City EAGAN Phone 726-2300 Repair Addition Move Demolish Int. Impr. Install ? a o M.A. MORTENSON CO Name approve Q,a Address 700 MEADOW LANE N Assessment- City MPLS Phone 454-9630 (JOBSITE) Water &Sew. Gx 522-2100 SCHOEN A (OFC) Police- w SSOC Name Fi 1 re a Address 667 DEMERS AVE En g. aw City G.FORKSPhone 701/746-1439 Planner- Permit $ 15.00 Surcharge Plan Review SAC Water Conn. Water Meter (aura ccupancy Council Road Unit I hereby acknowledge that l haveread this application and statethatthe Bldg. Off. 10/28/8 Tr. PI. information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. APC Parks Signature of Permettee Var. Date CopiesT-U Total A Building Permit is issued to: M. A. MORTENSON CO on the express condition that all work shall be done in accordance with all appl le to of Minnesota n Cit of Eagan Ordinances. Building Official Zoning Type of Const. No. Stories Length Depth Sg Ft. Fees 1986 BUILDING PERMIT APPLICATION - CITY OF EAGAN NOTE: ALL CONTRACTORS MUST BE LICENSED WITH THE CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS FOR SALE UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND Footing and foundations for Northwest Aerospace Training Corporation To Be Used For: Valuation: 1,500,000 Date: 10/13/86 Site Address 2(00 Vie; Cak PT, Lot 1 Block 1 Parcel/Sub Lone Oak 2nd Addition Owner Northwest Airlines, Inc Address2700 Lone Oak Parkwa City/Zip Code Eagan, MN 55121 Phone 726-2300 Contractor A1.A. Mortenson Company Address 700 Meadow Lane N. P.O. Box 710 City/Zip Code Minneapolis, MN 55440 Phone 454-9630 (jobsite) 522-2100 main office) Arch./Engr.Schoen Associates Erect V"? Occupancy Remodel Repair Addition Move Demolish Int.Impr. Install APPROVALS Zoning Type of Const A of Stories Length Depth Sq Ft Assessments Permit ? S. Water/Sewer Surcharge Police Plan Review Fire SAC Engr Water Conn Planner Water Meter Counci1D-21,-* Road Unit Bldg Off/a Treatment P1 APC- Parks Variance Copies Address 667 DeMers Avenue City/Zip Code Grand Forks, ND 58201 Phone # 701-746-1439 TOTAL NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR /HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. Council Minutes October 21, 1986 , , t all ordinance requirements had.,::... 1. with. Charles Bartholdi was present for the applicant. $plth moved, Ega'd:seconded the motion to approve the application, subject to compliance -with•.:gll City requirements. All members voted in favor. WILDERNESS PONDS ADDITION - FINAL PLAT A representative of the applicant was present requesting approval of the final plat for Wilderness Pond Addition. Mr. Colbert indicated that he had not reviewed the final applicatipn:gtf4TlatLOit::;;and the applicant requested that the Council consider the `8p$aStiif>:`st;::ita special meeting on October 27, 1986. LEXINGTON PLACE SOIITA;;;ltp'iSDDE;3j7D?;+ FOUNDATION PERMITS Mark Parranto, a developer of the Lexington Place South 3rd Addition, appeared and, stated that the final plat had been submitted to the County Surveyor's office for recommendation and approval, but that the first plat had been lost within the Surveyor's office. He indicated that it is important that the developer proceed duriA& the fall of 1987 and requested foundation permits for six model home: to;:-aim w;backfilling and grading. Upon motion by Smith, seconded Egan, it was reso'l: &1::::ChB:F:based upon the hardship involved, the request for foundation permits £or`''6:;:g0.Q?l:el homes be granted, but that no building permits be granted unt:3;i the -fiival plat has been satisfactorily approved according to City requires{**ptkLx:;::A:ll: oembers voted yes. SUNSET 1-OTH ADDITION - FINAL PLAT The application for final plat approval of Sunset 10th Addition came to the City Council. Egan moved, Wachter seconded the motion to approve the application, subject to compliance,wi0i. City ordinance specifications. All members voted yes. NORTHWEST AEROSPACE TRAINING FAMITY -::1PERMIT REQUEST An application had been submitted liy Northwest Airlines for a foundation permit for the Northwest Aerospace Training Facility in Section 1. Staff recommended approval, but also that the Council not allow any construction beyond the foundation permit unless rezoning and platting has been accomplished according to City requirements. Smith moved, Wachter seconded the motion to approve the permit with the foregoi" condition. All members voted in favor. 12 LBL / CITY OF EAGAN // PLUMBING PERMIT SUBD OR4_ Sal 6$7_?_ (612) 681-4675 RESIDENTIAL PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS. WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------------ ------------------------------ WORK DESCRIPTION NO. NEW CONST ADD ON REPAIR OWNER NAME: _ SITE ADDRESS INSTALLER: _ ADDRESS: CITY: ZIP: PHONE CITY USE ONLY RECEIPT 0,0179k'? DATE P'lce ,,h 2 4f 9r 7 2- ALSO, FOR TOWNHOMES AND CONDOS COMPLETE THE FOLLOWING: FIXTURES EA. TOTAL REPAIR/ADD ON 15.00 SHOWER 3.00 WATER CLOSET 3.00 BATH TUB 3.00 LAVATORY 3.00 KITCHEN SINK 3.00 LAUNDRY TRAY 3.00 HOT TUB/SPA 3.00 WATER HEATER 3.00 FLOOR DRAIN 3.00 GAS PIPING OUT. (MINIMUM - 1) 3.00 ROUGH OPENINGS 1.50 OTHER _ WATER SOFTENER 5.00 PRIVATE DISP. 15.00 U.G. SPRINKLER 3.00 W. TURNAROUND 15.00 STATE SURCHARGE .50 SIGNATURE OF PERMITTEE TOTAL: $ I I?? r COMMERCIAL PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS. ALSO FOR MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. WORK DESCRIPTION: /? f (_uM8 )&) L r 6K OAFCT?K i q 1IliTe i,_,y ? oD cL OWNER NAME: SITE ADDRESS: TENANT NAME: _ SUITE #: INSTALLER: ADDRESS: _2 TIC- D -2('60 L_.eJe 0, L CITY: /?/inJ?t7d°oLts /)/ ZIP: PHONE #: 5 ?`?- Sia CJ FOR: CITY OF EAGAN CONTRACT PRICE: 3 00 O ad 1% OF CONTRACT FEE. STATE SURCHARGE - $.50 FOR EACH $1,000 OF PERMIT FEE. $25.00 MINIMUM FEE. CONTRACT PRICE x 1% STATE SURCHARGE $ 30 c S?? TOTAL: $ 3D. 50 k ,2 1 L&L (SIGNATURE) CITY OF EAGAN L_B B n nd MECHANICAL PERMIT SUBD. rn2e (/ p? (612) 681-4675 RESIDENTIAL RECEIPT DATE ? ` . PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS. ALSO, COMPLETE FOR TOWNHOMES/CONDOS WHEN SEPARATE PERMITS ARE REQUIRED FOR EACH DWELLING UNIT. OWNER: FEES SITE ADDRESS: ADD ON/REMODEL (EXISTING CONSTRUCTION ONLY) $ 15.00 INSTALLER: HVAC: 0.100 M BTU 24.00 PHONE #: ADDITIONAL 50 M BTU 6.00 anngFcc; S."W ^L'T:.. r. ?mjnnn? L @ ate . • `, w CITY: ZIP. SURCHARGE $ .50 SIGNATURE TOTAL: $ COMMERCIAL PLEASE COMPLETE THIS PORTION FOR ALL COMMERCWJINDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. WORK DESCRIPTION: CONTRACT PRICE g?J FEES J 1% OF CONTRACT FEE. `? " g/ STATE SURCHARGE IS $.50 FOR EACH 4 $1,000 OF PERMIT FEE. $ PROCESSED PIPING - $23.00 MINIMUM FEE - $23.00 .S? OWNER: TOTAL:- $ SITE ADDRESS: TENANT: /1l 9Q, 50 SUITE #: INSTALLER: ADDRESS: /'/°l ? f wp?_ CrC F/JSZGC Z C1 . CITY: a/, ZIP: PHONE #: CITY SIGNATURE SIGNATURE l 2000 BUILDING PERMIT APPLICATION (COMMERCIAL) j CITY OF EAGAN 5 C o a S ?S S -? 651-681-467 ! /) Foundation Only New Construction Interior Improvement • Structural Plans (2 sets) • Architectural Plans (2 sets) • Architectural Plans (2 sets) • Civil Plans (2 sets) . Structural Plans (2 sets) • Code Analysis (1) •' • Certificate of Survey (1) • Civil Plans (2 sets) • Project Specs (1 set) • Code Analysis (1) '• • Landscaping Plans (2 sets) • Key Plan (1) • Project Specs (1) . Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always- • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Form (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established - If applicable • Project Specs (1) 1 . Energy Calculations (1) 1 1 • Electric Power & Lighting Form (1) •' 1 . Master Exit Plan (1) J. 1 • Fire Protection Plan (1) •• l 1 • Soils Report (1) 1 • MClES SAC determination letter . MCIES SAC determination letter MGES SAC determination letter call 651-602.1000 call 651-602-1000 call 651-602.1000 Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for details. DATE: 7-25-00 WORK TYPE: - NEW X REMODEL CONSTRUCTION COST: $192,000.00 DESCRIPTION OF WORK: Classrooms B236, B240, D238 Remodel TENANT NAME: Northwest Airlines SUITE #: FORMER TENANT NAME: I SITEADDRESS: 2600 Lone Oak Point LOTa_2-BLOCK Q l SUBD Name: Northwest Airlines Phone#: 6( 12 ) 726-2305 PROPERTY Last First OWNER Street Address: 5101 Northwest Drive City St. Paul State: MN Zip: 55111 CONTRACTOR Company: Morcon Construction, Inc. Phone #: (763 ) 546-6066 Street Address: 5905 Golden Valley Road City Golden Valley State: MN Zip: 55422 ARCHITECT/ ENGINEER Company: Gaetz Architects, Inc. Phone#: (612 Name: Timothy S. Gatetz Registration #: 781-2844 Street Address: 2358 Stinson Blvd. NE City Minneapolis State: MN Zip: 55418 Licensed plumber Installing sewerlwater: Phone M U am O R Meter Size: V"- = I hereby acknowledge that I have read this application, state that the information is co a and agree to comply with all applicab a tate of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT SUBTYPE ? 01 Foundation ? 14 Apartments ? 26 Public Facility -til?17 Commercial/I d t i l ? 30 Accessory Bldg. ? 15 Lodging n us r a ? 28 Greenhouse ? 32 Ext Alt - Apts. ? 34 Ext Alt - Comm ? 25 Miscellaneous ? 29 Antennae . ? 35 Ext Alt - PF WORK TYPE ? 31 New ? 34 Repair ? 37 Demolish Bldg. ? 43 Reroof 2 Addition ? 35 Tenant Impr [1 38 Demolish (In terior) ? 44 Siding 33 Alterations ? 36 Move Bldg. ? 42 Demolish (Found) ? 45 Fire Repair GENERAL INFORMATION ? 46 Windows/Doors Census Code q37 Zoning sq. ft. SAC Code _- 0 # of Stories q No. of Units Q_ Length s ft. q No. of Bldgs• i Const. (Actual) Width Basement sq. ft. sq. ft. MC/ES System (Allowable) First Floor sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinkle red MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation ? Plumbing ? Stucco/Stone APPROVALS Planning Building G Engineering Variance P i - VALUATION:$ i Z 9 9 2, oon . °d erm t Fee 6, ?5 sQ Surcharge (,. C) 0 Plan Review 41 ?O -$ a MC/ES SAC % SAC City SAC SAC Units :"Dater Supply « Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total a S g S ,'?-l Q815-3 (? 1 a BL I CITY USE ONLY SUBD. O a I APPROVED BY: INSPECTOR RECEIPT#: 1 vl -I RECEIPT DATE: 1 a a -97 MECHANICAL PERMIT#: 7a 1999 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAHAN 3830 PILOT KNOB RD EAGAN, MN 55122 (651)6$1-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: / I I IS 101 A CONTRACT PRICE: -f&51' 300 WORK TYPE: - NEW CONSTRUCTION )( INTERIOR IMPROVEMENT DESCRIPTION OF WORK: 'r9AIA"T- REMI)DEL /AICLUD/nIS bUGrg)I04AL tT Pt C ¢l7T/ & FEES: I% of contract price OR $30.00 minimum fee, whichever is greater. Processed piping - $30.00 CONTP ACT PPJCE x '% o PROCESSED PIPING PERMIT FEE STATESURCHARGE TOTAL f5B•5v ($.50 per $1,000 of permit fee due on all permits.) SITE ADDRESS: 2(,00 t-01Q - CAJ4 'P01N T OWNER NAME: -Pw-Am NA-reo PHONE#: /051 - &4& -86?-7 ,( ` AREA CODE) TENANT NAME (IMPROVEMENTS ONLY): -PAA) -AM /I/, IS.T(CO CQ?t/ RAT/A/CY INSTALLER: /0-5>-L: /VI f-C;tAMI C 41- ADDRESS: z3o0 i2-C[-QeJ4L RD PHONE#: (051 - &Wip-j;jo-7:7 (AREA CODE) CITY: '5rr . (P PC LA- L_ STATE: MAI ZIP: 6,51 / IC/1 ATURE OF PERMITT E ?OV 19C:c?., 5g °? 5Pr.pD Sa LOT SUBD. Date: CITY USE ONLY RECEIPT #: RECEIPT DATE: MECHANICAL PERMIT # 1999 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 5880 PILOT KNOB RD EAGAN MN 55122 (651) 681-4675 Complete this section only if you are installing HVAC in a single family dwelling, townhome or condo under construction and not owner /occupied. • HVAC: 0-100 M B T U $ 30.00 ADDITIONAL 50 M BTU 6.00 • Gas outlets (minimum of one required @ $3.00 ea.) State Surcharge .50 Total $ Complete this section only if you are remodeling, adding to, or repairing an existing single family dwelling, townhome, or condo. Please indicate if it is a new item, alteration, or repair. New _ Alteration _ Repair _ Other Reminder: Call 681-4675forinspections. Furnace Air exchanger Air conditioning Other $ 30.00 State Surcharge .50 Minimum Total Due $ 30.50 SITE ADDRESS OWNER NAME: INSTALLER NAME: STREET ADDRESS: CITY: PHONE #: _ (AREA CODE) _ PHONE #: (AREA CODE) STATE: ZIP: BL t SIGNATURE OF PERMITTEE / OFFICE USE ONLY -I L RECEIPT #: SUED. DATE- 19 1995 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for.' all commercial/ndustrial buildings. ? mufti-family buildings when separate permits are pQl required for each dwelling unit. DATE: 1/3/96 CONTRACT PRICE: QRn. nn WORK TYPE: NEW CONSTRUCTION x ADD ON REPAIR Provide a 1/2" water suply line for owner's coffee DESCRI Y I ION OF 'viiORK:' m aU F'r IS WATER METER REQUIRED? _ YES xNO. IF SO, PLEASE PROVIDE THE FOLLOWING: WATER FLOW: GPM. ARE FLUSHOMETERS TO BE INSTALLED? _ YES _ NO. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE. WILL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM? _ YES x NO. IF SO, YOU MUST APPLY FOR A SEPARATE U.G. SPRINKLER PERMIT. FEE: ($25.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per $1,000 of pfd fee due on all permits. CONTRACT PRICE X 1% 0;75 STATE SURCHARGE So So TOTAL SITE ADDRESS: 2600 Lone 02k Point Rd, Eagan TENANT NAME: NW Airlines STr. # OWNER NAME: same INSTALLER: STATE MECHANICAL, INC. ADDRESS: 5050 W. 220th St. CITY: STATE: MN ZIP: 55024 PHONE #: 463 8220 SIGNATURE: L 9-:4 AP CANT Farmington OFFICE USE ONLY METER SIZE: DATE: _J- 9( INSPECTOR: CITY USE ONLY L BL RECEIPT SUED. 1995 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 DATE: Please complete for: single family dwellings ? townhomes and condos when permits are required for each unit jA 1 n= EACH TOTAL Shower 3.00 x = Water Closet 3.00 x = Bath Tub 3.00 x = 00 x = Kitchen Sink 3.00 x = Laundry Tray 3.00 x = Hot Tub/Spa 3.00 x = Water Heater 3.00 x = Floor Drain 3.00 x = Gas Piping Outlet ` minimum - t 3.00 x = Rough Openings 1.50 x = Water Softener 5.00 x = Private Disposal ` Dakota Cty. license 50.00 = (new and refurbished systems) U.G. Sprinkler ` home under const. 3.00 = Alterations ` to existing 20.00 = Water Turn Around 20.00 STATE SURCHARGE .50 TOTAL SITE ADDRESS: OWNER NAME: INSTALLER NAME- STREET ADDRESS: CITY: STATE: ZIP: PHONE #: ( ) Cities Digital Quality Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. l ? CST^l' CAF} ryGnp-Y to iM_ aF r 221Q 114' P -Or- 7; A Il e a?].`;:; 9C'I:11 tF?1n i..D?'1- t?F=+? i-•. `3:f,'?T, V 9 - v v ??????.k$;RY? F??6?'k, ?'*?'`J?.??{? ARK:?Q??.?•`(?T}I?f±?A?,?w3?,?' f § i e P "OF' EA8A4 PEIU41T 3839 `,--LOT MOB RD lid ,x.122 r• n? i.b (:J/1?jSM PH: C173 CD PdE: 6ISI rR 7YtE: F"M AIA :3764 MTE: F.BU 2, 99 15:13:35 TOTAL $1243.84 Ar- OINKMI261 W: MI + Ck*lt..,T: R nu E-1 T-M FREPT VT 4SYYJ cD 211MIZ !`: r. r.:,-I U ME 'OTP, sr TT : t")1 s',O TO FE1rTiT'SI M:; Jv 3 ET F17H 't TF& „ I r-M Till ISM. TF . .J w11,3VIS. t 1999 BUILDING PERMIT APPLICATION )COMMERCIAL) ?l v2 T Z'37 CITY OF EAGAN 651 681-4675 Requirements to buildinq permit Foundation Only New Construction Interior Im rovement • Structural Plans (2 sets) • Architectural Plans (2 sets) • Architectural Plans t1 sets) • Civil Plans (2 sets) • Structural Plans (2 sets) • Code Analysis (1) -' • Code Analysis (1) " • Civil Plans (2 sets) • Project Specs (1 set) • Project Specs (1) • Landscaping Plans (2 sets) • Key Plan • Spec. Insp. & Testing Schedule • Code Analysis (1) " • Master Exit Plan • SAC determination letter from MC/ES - • SAC determination letter from MCIES - call • SAC determination letter from MC/ES - call call 651-602-1000 651-602.1000 651-602-1000 • Spec. Insp.& Testing Schedule (1) • Energy Calculations (1) not always" • Project Specs (1) • Elec. Power & Lighting Form (1) not always " • Energy Calculations (1) " • Electric Power & Lighting Form (1) • Master Exit Plan • Sods Report (1) 1 " Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 651-215-0700 for details. DATE: // G/_ p 7 WORK TYPE: NEW X REMODEL DESCRIPTION OF WORK: CONSTRUCTION COST: 6 3, &1?7? Name: N W, Last SITE ADDRESS: 26 Oo La, &J( Po? G?g .u? s S ZI 2/ SUITE #: LOT © IZ BLOCK I SUBD. ?- LP.I.D. # PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER TENANT NAME: /V 14// I c1 n 1r4 ?f?r U Phone #: - First Street Address: 1 t; D U Go,,,.i 6kA t&?C City ??tgcirv_ State: e Zip: -5-15-12( Company: MO/Coal ?a T IL AC- / Phone #: Street Address: S Ror- `1 Z 2 City C" State: / (t ?t y1 Zip: '55 Name: //sn (Ya tf>?/ Registration #: Street Address: as 0 sf- ,, S m- /? City ll y5 State: An.01 Zip: S$ 7 Company: G arf?? Phone #: 'r/- Sewer & water licensed plumber (only if installing sewer & water): I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant ? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 25 Miscellaneous WORK TYPE ? 26 Public Facility ? 28 Greenhouse ,W, 27 Commercial/Industrial ? 29 Antennae ? 31 New ? 34 Repairs ? 37 Demolish Bldg. ? 43 Siding/Soffits/Facia ? 32 Addition ,7 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Windows/Doors ? 33 Alterations ? 36 Move Bldg. ? 42 Reroof ? 45 Fire Repair GENERAL INFORMATION Const. (Actual) Basement sq . ft. Census Code y3 ) (Allowable) First Floor sq . ft. SAC Code 30 UBC Occupancy sq. ft. No. of Units O Zoning sq. ft. No. of Bldgs. / # of Stories sq. ft. MC/ES System Length sq. ft. City Water Width Footprint sq. ft. Fire Sprinklered APPROVALS Planning Building Engineering Variance Permit Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies VALUATION: % SAC SAC Units Meter Size aco Y Total CITY OF EAGAN APPLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION NOTE: PAYMEKT OF FEE AT TIME OF APPLICATION DOES NOT CONSTITUTE APPROVAL OF PERMIT. INSPECTION OF SEWER AND/OR WATER INSTALLATIONS WILL, NOT BE SCHED- ULED UNTIL PERMIT HAS BEEN APPROVED. ---------- (Please Print 1) PROPERTY ADDRESS: 2G?p o ?y ?A? T LEGAL DESCRIPTION: (Lot/Block/Subdivision or Tax Parcel ID IF EXISTING STRUCTURE, DATE OF ORIGINAL BUILDING PERMIT ISSUANCE: PRESENT ZONIM/PROPOSID USE: (Month/Year) I5 COMII ERCLAL/RE,TAIL/OFFICE [] R-1 SINGLE FAMILY Fj INDUSTRIAL Q R-2 DUPLEX (Two Units) n INSTITUTIONAL/GOVMZENT R-3 TOWNHOUSE (Three + Units) ( Units) R-4 APARTMENT/CONDOMINIUM ( Units) 2) ADDRESS: CITY, STATE, ZIP: PHONE: 3) - NAME:_Y17?T.6-'a6'e,t;?r? /YJ?-??? !"9o?vr ?i?'.e ADDRESS: CITY, STATE, ZIP: PHONE: `?Vl- ?ui/ MASTER LICENSE# A__;k !y99_ 4) •a ? NAME: uj ADDRESS: ,.Ilsxtr wit h ? CITY, STATE, zIP: ",, - PHONE: -5) v M o: r: • x• :: a? Active Expired Not recorded Sta Initial CONNECTION TO CITY SEWER CONNECTION TO CITY WATER MUM 6) n r PLEASE HOLD APPROVED PERMIT FOR PICK-UP BY ONE OF ABOVE PLEASE MAIL APPROVED PERMIT TO 1, 2, 3, 4, ABOVE ,,or (Circle one) FOR CITY USE ONLY PERMIT # ISSUED X73 Pd w/Bldg. Permit FEES: $ $ //7 - s? $ $ /o. igon , na i $ $ $ $ //. SZO ??O s SEWER PERMIT (INCLUDE SURCHARGE) WATER PERMIT (INCLUDE SURCHARGE) WATER METER/COPPERHORN/OUTSIDE READER WATER TAP (INCLUDE CORPORATION STOP) SEWER TAP ACCOUNT DEPOSIT - SEWER ACCOUNT DEPOSIT - WATER WAC SAC TRUNK WATER ASSESSMENT TRUNK SEWER ASSESSMENT LATERAL BENEFIT/TRUNK SEWER LATERAL BENEFIT/TRUNK WATER WATER TREATMENT PLANT SURCHARGE OTHER: $ , 5 Z o. $ TOTAL - 219 7/ "7327P RECEIPT # RECEIPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? YES IF YES, THEN A "PERMIT FOR WORK WITHIN PUBLIC Q ROADWAY" MUST BE ISSUED BY THE ENGINEERING NO DIVISION. LIST AS A CONDITION. SUBJECT TO THE FOLLOWING CbNDITIONS: APPROVED BY: TITLE: DATE: CITY OF EAGAN PERMIT TO PROCEED ION OF PUBLIC IMP: GENERAL INFORMATION Contract #: Project #: F( -(- - `ofVt 0/g2C Z,00 A'I)& Design Engineer Firm: B?^/4?-517 0 Contact Person/Phone: Plan & Spec. Approval Date: By: Staff/Council (Circle One) CHECK LIST ITEMS Date Recd By: 1 . 9 ky ga , z. 51 7 fi'7 ?'G s 3. 4; 4- 21101 LZ B. 5. `17 " 2ZDMR Permits.f z?i?7 ?C Army Corp qf Engineers Permit Ct^ ; r..I:f-C'It) 7. ?/4 _ =-A= LMRWMD Permit _ -T GCLV1MD Permit Date Sent: All Easements Received and Signed ? 6`7 MPCA Permit 7-4, MWCC Permit Mn Dept. of Health Permit 9. State Aid Approvals 10. Dakota County Highway Dept. Permits I a. Utility Crossing b. Driveway Access 11. MnDOT Permits a. Utility Crossing b. Street Access c. Drainage 8/85 CHECK LIST-ITEMS (Continued) Date Rec'd By. 12. ?C), ' 13. 14- 15. 16. 17. 18. / Y 19. N K 20._ 21. s-l2.8-7 ?? IC 22.5-/a -87 ?i-k 23. - O RR Crossing Permit Williams Bros. Pipeline NSP Northern Natural Gas Other Contracted Award by Council Contract Documents Signed Development Contract Signed Insurance Certificate Financial Guarantee: Bond L of C Escrow Deposit & Amount $ oM.`g'rime Acct. # Preconstruction Conference Held NOTICE TO PROCEED Contractor: Contact Person/Phone: Authorization to Proceed: 4j - 11 `O Date Comments: Date Sent: r Other 41 ele//; k r1-4 c ,, ve- A1'k T f O?k CV 2r z6-3SoL cc: Developer Utility Supt. Street Supt. Consultant Engineer /R5 a CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 GATE ,.? 19 e i RECEIVED ..c. %11 AMOUNT S OOLLARf / va O CASH R CHECK A j j l:; ?-i t t ?hQ; 4 ur rut,cr •2-n{ I FUND CODE AMOUNT ..? 3G a;3 33 No R. . #'S J77 9a o 's Thank You BY 7 1' 719 ,kite-Payers CoPv Yellow-Posting Copy Pink-File Copy CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE Ig w[c[?veD F[OM AMOUNT /J d DOLLARS ,ao ///))' . <? ?```,,,,////??? CASH/ l CHECK z4t / FUND CODE 'AMOUNT V Thank You BY 72 N? 77328 White-Payers Copy Yellow-Posting Copy Pink-File Copy CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 ?1 I DATE 19 ?J Tfj1 REC F'RD A Y ieniif a yI LL, 11G? AMOUNT rTi` $ 0 CASH -CHECK FUND CODE AMOUNT 'n .i1 t"L'. 60 /1 7 p Thank You N_ 7'4107 / y)4•¢ frpnA..¢ ® YS"Y "S,73O By & & ooLLARS ioo White-Payers Copy Yellow-Posting Copy Pink-File Copy Y ^ ?? . A-" 1AC, f 1 ' REC FROM CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 U _ DATE 19 A AMOUNT l CJ -DOLLARS ?? ?? ?[ ? CASH M CHECK ee ?U.D CODE AMOUNT a \'v\\f 4111 y ?1 1131 I BY r ra _, White-Payers Copy e - Yellow-Posting Copy Pink-File Copy 131 IL) 6, i i Thank You owe MEMO TO: JAY BERTHE - POLICE DEPT. CRAIG KNUTSON, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF P IC WO S JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: 119ff 7 The preliminary construction plans for NA-TC-0 - '1c --GOO "C Ow Pr are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. - 3 ! Y J .? ,.. ..:.r ?,?- - .> .. .- - ,?i ??t'=.:^•.>?,:r,._-.e_? _`rs*K ?t'?=,.`?v ?i^?w ?? 4#vlb.. MECHANICAL (COMMERCIAL) Permit Application City Of Eagan // 3830 Pilot Knob Road, Eagan Mn 55122 lfi Telephone 4 651-675-5675 FAX # 651-675-5674 Please complete for: commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit Date 11 / 12. / 0.3 P+ Site Address-2-6.00 LOIV E aq I< i?-Af T Unit # Tenant Name (if applicable) A JA T C O Previous Tenant Name L r ?7' 2 1F 2T 1 F S N # ) T l h Property Owner / . _ S ! A D1 1 one ( e ep (-I'- Contractor IL8I_e.T !"IBCHA14 (qL. C0A[TegCT000Si J:A[G.- Street Address L{ 4 $/ W EST 761"' 5-r - City FQ IN A ?, State -M Al Zip 6 3 Telephone # (q 6z) Jr2) g _ 35-,3210 The Applicant is Owner Contractor Other Work Type New construction Underground Tank -Install -Remove Interior Improvement Call for inspection during installation/removal of tank Processed Piping D f Nature of Work: L `J (" I nn? Permit Fee $50.50 Minimum Fee (includes Slate Surcharge) By ?/ Contract Value $ x Ol% _ $ Permit Fee • If permit fee is $1,000 or less, add $.50 $ State Surcharge If permit fee is over $1,000, add $.50 per $1,000 Permit Fee Total Fee I: hereby apply for a Commercial Mechanical Permit and acknowledge that the information is complete and accurate; mat the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the ork will be in accordance with the approved plan in the case of work which requires a review and approva JOHN QI)Ql1.41g Applicant's Printed Name A licant's Signature // Approved By, Inspector Date: dxZ,/ 03 MECHANICAL (RESIDENTIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Please complete for: Single Family Dwellings Townhomes and Condos when permits are required for each unit Date Site Address Unit # Property Owner Telephone # ( ) Contractor Street Address State Zip City Telephone # ( ) The Applicant is Owner Contractor Other Add-on, modification or alteration to existing dwelling unit furnace replacement air exchanger air conditioner other $ 30.00 State Surcharge $ .50 Total $ I hereby apply for a Residential Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature s January 5, 198€1 Mr. James J. Brinda { c/o Minnesota Vikings Food Service 5200'West 746 Street Edina,. Minnesota 55435 Dear Mr. Brinda: RE: plans and specifications on kitchen facility for Northwest Aerospace, Eagan, Minnesota, Dakota County. Plan #80829. ?e have received and reviewed the plans and specifications covering the food and beverage service equipment layout to serve the above-designated project. The plans and specifications appear to be in general conformity with the standards of this Department. However, some changes are necessary and the enclosed report lists these. At such time as construction or remodeling is completed, please communicate with 14r. Dave Goff at 612/623 5340 in our Metropolitan District Office in order to arrange for a final on-site inspection. , If you have questions concerning this review, please communicate with us at 612/623-5275. Sincerely yours, Robert A. Lashbrook, R.S. Assistant to the Chief Environmental Field Services RAL:mk Enclosure cc: Dave Goff City of Eagan-Mr. L. Boyd ? MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT OF PLANS Plans and specifications on Kitchen Facility for Northwest Aerospace Location: 2600 Lone Oak Road, Eagan, Minnesota, Dakota County Date Examined: December 22, 1987 Plan File Number: 80829 Prepared and submitted by: PYA/Monarch, Inc., 5901 Wayzata Boulevard, Minneapolis, Minnesota 55416 Owner: Minnesota Vikings Food Service, c/o James J. Rrinda, 5200 West 74th Street, Edina, Minnesota 55435 ---------------------------------------------------------------- The following are corrections or requests for additional information necessary before constuction of your project: 1. All food and beverage service equipment must meet the applicable standards of the National Sanitation Foundation. 2. Custom food and beverage service equipment shall be designated, fabricated, located and installed to N.S.F. Requirements. 3. Provide adequate storage facilities. a. Employees personal belongings, chemicals and maintenance supplies must be stored separate from and below food, clean equipment and single service supplies. b. Food, clean equipment, linen and single service items must be stored on shelves at least six inches above the floor. 4. As a reminder we are enclosing sketches showing customer self service food protector guards or food shields to protect food from contamination. These guards or shields shall be installed as per illustration. 5. Floor surfaces below or around food service equipment shall be smooth, easy to clean and nonabsorbent up to four (4) feet from such equipment. This will include the customer self service island food equipment areas. 6. If, in the future your menu changes to where hot foods will be produced this may require a ventilation hood to remove excessive heat, odors, smoke or fumes with balanced make-up air. 7. Your plan shows an elevator opening up to the kitchen. Such elevators, dumb waiters and vertical conveyors, shall be installed and maintained in a clean condition in accordance with ANSI A17.1. v J. Brinda December 22,1987 Kitchen Facility for Northwest Aerospace, Eagan Page 2 8. Provide and routinely use a chemical test kit to determine the strength of the sanitizing agent in the final rinse water of the three compartment utensil washing sink. 9. All equipment must be installed so that it is easily cleanable, that is, either easily movable, sealed in place or having sufficient space surrounding the unit to clean in place. 10. All artificial lighting fixtures located in food preparation areas, food storage areas, dishwashing areas and walk-ins shall be effectively shielded to prevent glass breakage onto food or food contact surfaces. 11. A sign must be posted at all public entrances to the establishment stating that smoking is prohibited except in designated areas. Thirty percent (30%) of the seating capacity in your establishment must be provided for non- smokers. Post this area with signs and separate from the smoking-permitted area by either: a. a four foot wide buffer zone; b. a physical barrier 56 inches in height; C. six complete air changes per hour in the room. If there is controlled seating only, all patrons must be asked their preference and be seated accordingly. 12. It is our understanding that the plumbing lines are already installed and plumbing connections from food equipment to these existing lines can be inspected by the City of Eagan Inspection Department. t'Cl ?k Robert A. Lashbrook, R.S. Assistant to the Chief Environmental Field Services 612/623-5275 - : SCHOEN ASSOCIATES, INC. t 667 Demers Avenue Suite 2001 GRAND FORKS, NORTH DAKOTA 58201 (701) 746-1439 TO M A MORTENSON PO BOX 710 MINNEAPOLIS MN55440 LIEUVIEp T)F cMa SEDUel M .ATE Oct. 20, 89 X09 No. ATTENTION Joe Madd RE: NATCO ADDITION > WE ARE SENDING YOU 121 Attached ? Under separate cover via the following items: ? Shop drawings ? Prints ? Plans ? Samples ? Specifications ? Copy of letter ? Change order ? COPIES DATE NO. DESCRIPTION 2 10-20 3 Bulletin 3 15 10-70 Com lete sets (Architectural) to date to be sent Monday) THESE ARE TRANSMITTED as checked below: ? For approval ? Approved as submitted ?S For your use ? Approved as noted ? As requested ? Returned for corrections ? For review and comment ? ? FOR BIDS DUE 190 PRINTS RETURNED AFTER LOAN TO US COPY TO LWSM & HEYER & WAS SIGNEC: WRE/mal ?. L _.. .. _, m Y enecswes are :c[ as rotea, booty ,:onf+ vs a[ voce. ? Resubmit copies for approval ? Submitcopies for distribution ? Return corrected prints Date of Issue: 10-20-89 CONSTRUCITON CHANGE BULLETIN NUMBER A-3 Note: Construction changes 1 (Oct. 10) and 2 (Oct.ll) were not issued by Bulletins, but by noted changes on the drawings. See attached sketches of changes noted by this bulletin. Drawing A20: Detail reference 7/A50 added to utility tunnel plan at existing end wall. Details 1/A20 and 2/A20 - add one layer 5/8" firecode gypsum board to "addition side" of the exsiting 6" metal studs. Drawing A21: Ground level floor plan - add detail reference 7/A50 to existing wall between rooms D149 and D111. Room D112 vestibule is made deeper. Dimensions from grid "L" to center line of interior partition is 7'-5". Door Schedule - note changes made to ratings, hardware groups and detail references (D107, D111A, D111B, D111C, D115A, D130, D151). Also note the 20 minute rating required for door assemblies D240-D256. Drawing A22: Second level floor plan - add detail reference 7/A50 to the existing wall between rooms D149 and D294. Note that door number references to rooms D240-D260 have been changed to coincide with the room numbers. Detail 3/A22 - Use wire glass as noted. Drawing A30: Ground level refected ceiling plan - wall rating of exit corridor D111 shall be 2 hour as shown, Detail reference 6/A30 is "similar" as the detail shows 3 5/8" steel studs. Use 6" studs as noted on the floor plan and other related details. Northwest Aerospace Training Corp Eagan, Minnesota M.A. Mortenson construction Co 700 Meadow Lane North Minneapolis, MN 612-726-3506 Schoen Associates, Inc. Architects 667 DeMers Avenue Grand Forks, ND 58201 701-746-1439 Drawing A41: FFS Interior Elevation - note change in overhead crane/hoist note pertaining to travel limits. Crane suppliers shall verify the limits of travel with the owner at the time of installation. Drawing A50: Add wall section 7/A50 at existing wall on grid 25. Specifications: Section 09951 Vinyl Wall covering shall be added to the specification and is attached to this bulletin. j SECTION 09951 VINYL WALL COVERING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Provide vinyl wall covering where shown or as specified herein, and as needed for a complete and proper installation. B. Related work: 1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, all Supplementary Conditions, and Sections in Division 1 of these specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01340. B. Product data: Within 30 calendar days after the Contractor has received the Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Samples of the full range of colors and patterns available from the proposed manufacturer in the specified range. 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the procedures used on the Work. 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. VINYL WALL COVERNING 09951-1 NATCO ADDITION 1.5 EXTRA STOCK A. Deliver to the Owner for his use in future modifications, an extra stock of approximately 10% of each color and pattern of material, and proper adhesive, used in the work of this Section, packaging each type of material separately, distinctly marked, and adequately protected against deteri- oration. PART 2 - PRODUCTS 2.1 VINYL FABRIC WALL COVERING A. Where indicated provide B.F. Goodrich-Koroseal, Genon Contract, and Tower Contract fabric in colors selected by the Architect from standard colors of the manufacturer, or equal products approved by the Architect. B. Wallcoverings 1. BF Goodrich-Koroseal Type II Desert sand 21 oz. ply/Osnaburg backing, or approved equal, VW-1 Dionis #5521-93 Tower Contract Vinyl Wallcovering Type II Donagal Tweed, 20 oz. ply/w Osnaburg backing, or approved equal VW-1 DIONIS #5521-93 2.2 OTHER MATERIALS A. Provide a heavy-bodied water-soluble adhesive recommended by the manufacturer of the approved fabric. B. At external corners and at exposed edges of fabric, provide extruded aluminum trim from alloy 6063-T5, one-piece full length, with fine satin finish and class II clear coating complying with AA-M21-A31, in type recommended for the use by the manufacturer of the approved fabric. C. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the needs and conditions under which work of this section will be performed. Correct conditions detrimental VINYL WALL COVERING 09951-2 NATCO ADDITION to timely and proper'completion of the Work. Do not proceed until unsatisfactory conditions are corrected. B. Make moisture content tests of substrate by use of an electronic moisture meter approved by the Architect, and verify that substrate moisture content does not exceed: 1. For gypsum wallboard: 5%; 2. For masonry and concrete: 12%; 3.2 A. Metal: 1. Clean the surface free from rust, scale, grease, oil, and other contaminants. 2. Prime bare metal with a metal primer recommended for the purpose by the manufacturer of the approved fabric. B. Gypsum wallboard: 1. Over gypsum wallboard, apply a uniform release coat of material recommended by the manufacturer of the approved adhesive. 2. Dust the surface thoroughly and remove all loose mate- rial. 3. Verify proper moisture content. 3.3 INSTALLATION OF METAL MOLDING A. Install the approved molding at external corners and at exposed edges of fabric, using adhesive recommended for the purpose by the manufacturer of the molding, installing true to line, using full-length stock to the maximum practicable, butting horizontal joints to form a tight hairline crack, and mitering corners. 3.4 INSTALLATION OF FABRIC A. Sequence: 1. Use fabric in consecutive numerical sequence of their manufacture. 2. Place fabric panels sequentially in the exact order they are cut from the roll, including for filling all spaces above doors and above or below windows and similar locations. B. Handle the fabric in strict accordance with the manufac- turer's recommendations as approved by the Architect. 1. Trim additional salvage where required to achieve a color and pattern match at seams. 2. Follow the manufacturer's printed instructions for mixing adhesive. VINYL WALL COVERING 09951-3 NATCO ADDITION 3. When overlapping the edges and double-cutting through both thicknesses, exercise care to prevent cutting the substrate. 4. Wrap fabric 6" beyond inside and outside corners; not cutting at corners except when color of fabric selected is different on adjacent walls. 5. Do not permit horizontal seams. 6. Install the fabric prior to installation of plumbing fixtures, casing, bases, and cabinets. 7. Use stiff bristled brush or flexible broad knife to eliminate air pockets and to secure fabric to substrate surfaces. 8. Using a damp sponge, remove excess adhesive from each seam as it is made, wiping clean and dry with a cloth towel. 3.5 ADJUSTMENT AND CLEANING A. As the work progresses, clean the surplus adhesive from fabric surfaces and adjacent surfaces. B. Visually inspect to verify that installed fabric is secure, smooth, clean, without wrinkles, and with no gaps or overlaps. C. 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HSFK - Official Final Draft 4/20/84 ORDINANCE NO. 9, 2ND SERIES ft AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, AMENDING EAGAN CITY CODE CHAPTER 4 ENTITLED "CONSTRUCTION LICENSING, PERMITS AND REGULA- TION, INCLUDING SIGNS, EXCAVATIONS AND MOBILE HOME PARKS" BY CHANGING PROVISIONS RELATING TO ADOPTION OF STATE BUILDING CODE BY REFERENCE, BUILDING MOVING RULES AND REGULATIONS, AND PLACEMENT, ERECTION AND MAINTENANCE OF SIGNS; BY ADDING A PROVISION AS TO CONSTRUCTION HEAD- QUARTERS AND MATERIAL STORAGE AREAS; AND, BY ADOPTING BY REFERENCE, EAGAN CITY CODE CHAPTER 1 AND SECTION 4.99 WHICH, AMONG OTHER THINGS, CONTAIN PENALTY PROVISIONS. THE CITY COUNCIL OF TjiE CITY OF EAGAN DOES ORDAIN: Section 1. Eagan City Code Section 4.01 is hereby amended to read: SECTION 4.01. BUILDING CODE ADOPTED. The Minnesota State Building Code (SBC), including Appendix C-Technical Organizations; also, (1) Flood Proofing Regulations, Sections 201.2-208.2; (2) 1982 Uniform Building Code, Chapter 1-Life Safety Requirements for Existing Buildings, Chapter 7-Covered Mall Buildings, Chapter 55-Membrane Structures (air-inflated structures), (3) Minnesota Plumbing Code Appendix C-Guide for Sizing the Water Supply System, Appendix D-Sizing the Building Water Supply System; and, (4) 6 MCAR, Sec. 4.8040-Individual Sewage Treatment Standards by the Minnesota Pollution Control Agency, are hereby adopted by reference as though set forth verbatim herein. One copy of said Code shall be marked CITY OF EAGAN - OFFICIAL COPY and kept on file in the Protective Inspections Department and open to inspection and use by the public. SEC. 4.10. PERMITS AND SPECIAL REQUIREMENTS FOR MOVING BUILDINGS. Subd. 1. Definition. "Street" or "Streets" as used in this Section means all streets and highways in the City which are not State trunk highways, County State-aid highways, or County roads. Subd. 2. Moving Permit Required and Application. A. It is unlawful for any person to move a building on any street without a moving permit from the City. B. The application for a moving permit shall state the approximate size and weight of the structure or building proposed to be moved, together with the places from and to which it is proposed to move the same, and proposed route to be followed, proposed dates and times of moving and parking, and the name and address of the proposed mover. Such application -1- F shall also state any municipal utility, street, and public property repairs or alterations that will be required by reason of such movement. C. Permit and Fee. The moving permit shall state date or dates of moving, hours, routing and movement. Permits shall be issued only for moving buildings by building movers licensed by the State of Minnesota. Fees to be charged shall be separate for each of the following: (1) a moving permit fee to cover use of streets and route approval, and (2) a fee equal to the anticipated amount required to compensate the City for any municipal utility and public property (other than streets) repairs or alterations occasioned by such movement. The latter shall be paid in advance. Subd. 3. The building mover shall: r r A. Use Designated Streets. Move the building over those streets only, which are designated for such use in the permit. B. Notify of Revised Moving Time. Notify the Protective Inspections Department in writing of any desired change in the date or times of moving the building from that indicated in the application and conduct moving operations only on the date and at the times designated in the application or approved in writing by the Protective Inspections Department and notify the Police Department at least 24 hours prior to commencing movement of the building. C. Notify of Damage. Notify the Protective Inspections Department in writing of damage caused to property belonging to the City within 24 hours after the damage or injury has occurred. D. Display Lights. Cause warning lights or signals to be displayed during all times on each side of the building; while situated on a public street, in such manner as to warn the public of an obstruction, and at all times erect and maintain barricades across such streets as shall be necessary and in such manner as to protect the public from damage or injury by reason of the presence, movement or removal of the building. E. No Parking. Not park the building on any City street at any time during the moving process. F. Comply With Governing Law. Comply with the Building Code, the provisions of the City Code and all other laws. G. Pay Expense of Officer. Pay to the City the expense of any traffic officer ordered by the City Administrator to accompany the movement of the building to protect the public from injury. -2- 0)1 Subd. 4. Owner's Permit Required and Application. A. It is unlawful for any owner of land in the City to or from which a building is to be moved to permit such movement without an owner's permit. B. Application. A person seeking issuance of an owner's permit shall file a written application with the City. If no moving permit is required under this Section, the application shall also include the address and legal description of the land on which the building is situated, and if within the City, to which it is proposed to be moved, the route, including identification of streets or roads over which it is to be moved, the distance, the proposed date of movement, and such other information as the City shall require for the determination to be made hereunder. The application shall not be accepted for filing unless accompanied by the following: 1. Evidence that all real estate taxes and special assessments against the building and land from which it is to be removed are paid in full. 3. Written evidence of arrangements with all public utility companies whose wires, lamps or poles are required to be removed, for the removal thereof by the applicant. 2. A written statement, bill of sale or other written evidence that the applicant is entitled to-move the building. 4. A cash deposit from the owner of the lot from which the building is to be moved in the sum of $1,000.00 as an indemnity to ensure completion of the following work: (1) capping the well; (2) abandoning sewerage system as required by the City; and (3) filling all excavations to grade, removing all rubbish, and leaving the premises in a safe and sanitary condition. 5. A cash deposit or letter of credit, the amount of which shall be 758 of the estimated cost, as determined by the City, to bring the building so moved into conformance with applicable Building Code requirements. 6. Payment of the permit fee. 7. If the building is to be located within the City after its movement, a survey by a licensed surveyor of the land to which the building is to be moved, including the location of the building in relation to the boundaries of the land. 8. If the building is the City after its movement, photographs of of the building to be moved; (2) the lot on to be located; and, (3) the lands, and adjacent to the lot on which the building is -3- to be located within (1) two or more views which the building is structures thereon, to be located. C. Duties of the Protective Inspections Department. Upon receipt of the application accompanied by the fee, deposit, statement and information required, the Protective Inspections Department shall review the application and make such investigation as shall deem appropriate. The Department shall also obtain the recommendation of the Chief of Police and City Engineer with respect to the streets on which the building may be moved to assure the greatest degree of safety to persons and property and to minimize congestion. Upon completion of the review and investigation, the Protective Inspections Department shall: 1. Deny the permit for moving a building to a location other than within the City, stating in writing one or more of the grounds stated in Subdivision 13 of this Section, or authorize issuance of a permit; or, to the Council 2. In all other instances, make-its report . - D. Council - Public Hearing. r 1. Where applicant requests the moving of a building to a location within the City, the Council shall hold a public hearing on whether a permit shall be issued not later than 60 days after the application has been accepted for filing. Notice, including the time, date, place and purpose of the hearing shall be given by publication and by mailing to the owners of real property situated within 350 feet of the land to which the building is to be moved at least ten days prior to the date of the hearing. Notice containing the same information shall be posted on the property to which the building is to be moved, not less than 30 days prior to the date of the hearing. Failure to give mailed notice or any defect in the notice shall not invalidate the hearing or any proceedings taken thereat. 2. Not later than five days after conclusion of the hearing the Council shall either deny the permit in writing stating one or more of the grounds stated in Subdivision 13 of this Section, or authorize issuance of a permit. E. The owner shall: 1. Clear Premises. Remove all rubbish and materials and fill all excavations to existing grades at the original building site, if within the City, so that the premises are left in a safe, neat and sanitary condition. All foundation structures shall be removed to a depth of 18 inches below the finished grade of the earth. 2. Remove Service Connections. Cause any sewer lines to be plugged, shut off, or removed if the original site is within the City, in such manner as may be required by the City. -4- (0. 3. Completion of Remodeling. If the iilding is relocated in the City, complete, within 90 days after amoval, all remodeling, additions or repairs as indicated in the )plication, in any document filed in support thereof, or in any ;ilding permit issued in connection therewith. 4. Take all reasonable precautions to secure the building and to reduce danger to any member of the public until the building is set on its foundation and any remodeling, additions or repairs, described in the application, have been completed, including but not limited to, (1) locking all doors and windows; (2) providing sufficient support or bracing so as to stabilize the building to prevent it or any part thereof from sliding, slipping, falling or moving; and (3) erecting and maintaining a security fence or wall the base of which shall be no higher than four inches, and the top of which shall be at least four feet, above the surface of the ground and which shall enclose the entire building as well as the excavation for the foundation. Subd. 5. Liability to City. A. Holders of Permits Liable for Amounts Exceeding Deposit. The holder or holders of a permit shall be liable jointly and severally for any expenses, damages, or costs paid or incurred by the City as a result of the issuance of a permit or the taking or failure to take any action required of 04 the holder or holders of the permit or the City hereunder. B. Retention of Cash Deposit. The City may take or cause to be taken any of the following actions and may retain so much of the cash deposit necessary to reimburse itself for any costs or expenses incurred as a result thereof: 1. If the City in its sole discretion determines that the premises from which, or to which the building is to be moved, if within the City, or the movement of the building on streets is unsafe or constitutes any other unsafe condition, the City in its sole discretion may, but shall not be required to, take or cause such action to be taken to eliminate such unsafe condition or conditions as it shall deem appropriate. 2. If the premises from which the building has been removed are within the City and such premises are left in an unsafe or unsanitary condition or the provisions of this Section with respect to such premises have not been complied with, the City may, but shall not be required, in its sole discretion, to take or cause such action to be taken to remedy such unsafe or unsanitary condition and to place the premises in such condition as to be in compliance with this Section. Oft -5 - S0 Subd. 6. Fees and Deposits. Upon completion of the moving of a building pursuant to a permit, the amount which the applicant has deposited in conjunction with the filing of the application shall be returned to him, less all amounts which any holder of a permit shall or may become liable to the City and which the City may retain under any provision of this Section. The permit fee paid upon filing of the application shall not be returned. Subd. 7. Council Review. A. The Council may on its own motion elect to review any decision of the Protective Inspections Department denying issuance of *a permit. The denial of a permit may be appealed by the applicant as any other administrative decision. B. A hearing on the election to review or appeal shall be heard by the Council no later than 30 days after the election to review has been made. The Council may affirm, reverse or modify the action. Subd. 8. Moving Hours. No person shall move any building on any street at any time other than during the hours of 1:00 o'clock A.M. to 5:30 o'clock A.M. Subd. 9. Moving Days. Any person moving a building through the City for which a permit shall not be required shall move such building through the City within a period of no more than seven (7) days. Subd. 10. Conditional Permits. Any permit granted under the terms of this Section may have attached thereto written conditions which shall be strictly adhered to by the permittee. Subd. 11. Building Permits and Certificates of Occupancy. A. Whenever an application is made to move a building which would not, after moving, comply with all then- current building codes or if changes are required or contemplated, contemporaneously with such application a separate building permit shall also be applied for. B. No moved building, whether or not a separate building 'permit is required under Subparagraph A of this Subdivision, shall be occupied before the City makes its final inspection. Subd. 12. Building Mover Endorsement. No permit to move a building shall be granted to the owner unless it is endorsed by a building mover licensed by the State, acknowledging that he knows the contents of this Section and agrees to be bound hereby and by all conditions placed upon such permit relating to Oft hours, routing, movement, parking and speed limit. -6- e Subd, Section shall following: 13. Denial of a Permit. Any permit under this be denied upon a finding of any one of the A. Applicant has not complied with any requirement of this Section; B. Persons or property in the City would be endangered by moving the building, because of shape, size, route, or for any other reason; C. The building is in such state of deterioration or disrepair or is otherwise so structurally unsafe that it would Constitute a danger to persons or property in the City; D. The building is structurally unsafe or unfit for the purpose for which moved, if the location to which the building is to be moved is in the City; E. The equipment for moving the building is unsafe and persons and property would be endangered by its use; F. The building or its use would not be in compliance with zoning, building codes or other provisions of the City Code, if the location to which the building is to be moved is in the City; or, G. If the location to which the building is to be moved is in the City, the building is in substantial variance with either the established or the expected pattern of building development within the neighborhood to which the building is to be moved. Comparative age, bulk, architectural style and quality of construction of both the building to be moved and the buildings existing in the neighborhood shall be considered in determining whether a building is in substantial variance. If the building to be moved is more than ten years older than the oldest building situated on the lands abutting the land to which the building is to be moved, such fact shall be evidence that the building to be moved is in substantial variance. Section 3. Eagan City Code Section 4.20 entitled "Placement, Erection and Maintenance of Signs" is hereby amended by changing Subparagraph C of Subd. 3 to read: C. Location to Street and Railroad Right-of-Way. No sign shall be located nearer than ten feet from any street, highway or railroad right-of-way, except only residential name signs which are attached to mail boxes, lamp posts, or the like. No advertising sign shall be located nearer than twenty feet from any street, highway or railroad right-o£-way. Section 4. Eagan City Code Chapter 4 is hereby amended by adding a Section to read: -7- 0 SEC. 4.60. CONSTRUCTION HEADQUARTERS AND MATERIAL STORAGE AREAS - PERMITTED AND UNLAWFUL ACT. Notwithstanding any other provision of the City Code, a construction headquarters temporary structure, or area, shall be allowed in any residential plat then being developed. Such structure and/or storage materials shall be removed within thirty days after final City inspection of 85 per cent of the total number of dwelling units in such plat. It is unlawful, for any person to fail to timely remove any such structure or materials. Section 5.1 Eagan City Code Chapter 1 entitled "General Provisions and Definitions Applicable to the Entire City Code Including Penalty for Violation" and Section 4.99 entitled "Violation a misdemeanor" are hereby adopted in their entirety, by reference, as though repeated verbatim herein. Section 6. Effective Date. This ordinance shall take effect upon its adoption and publication according to the law. ATTEST: CITY OF EAGAN CITY COUNCIL rt4 FA By: ee Its e r k Its Mayor Date Ordinance Adopted: -February 21, 1984 Date Ordinance Published in the Dakota County Tribune: April 26, 1984 -8- 1-10 VI, LONG CORK 2,jDs'y N,,,) City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Attn: Doug Reed December 31, 1986 RE: FIREPROOFING PRODUCTS NORTHWEST AIRLINES SIMULATOR BUILDING EAGAN, MINNESOTA Dear Mr. Reed: Sorry to have missed you in an attempt to 1986. We had a question regarding a composite fireproofing for the building listed above. call you December 30, system of structure In an attempt to speed up our decision and maintain the current construction schedule please let this letter be record of request for fireproofing we are proposing to use. Due to the construction schedule and building component fabrication some fireproofing will be required prior to a heated enclosure. We propose a U.S.G. Thermafiber safing insulation for the exterior surface of concealed steel with a "CAFCO" sprayed system for the interior surface after the building is enclosed. The use of these two materials (each with appropriate U.L. rating) will permit timely construction sequences. We trust you will find these materials acceptable and we will proceed with bidding procedures. Sincerely, ltd , W. Roger Endersbe Copy: William Schoen Mark Westin WRE/sg SCHOEN ASSOCIATES 667 DeMers Avenue, Grand Forks, ND 58201 701-746-1439 I 15 i / L, •,?: c - .1? twin city testing ti D A DD, ri vJ corrooratlon 662 CROMWELL AVENUE ST PAUL, MN 55114 PHONE 612/6453601 REPORT OR INSPECTION OF HIGH TENSILE BOLTED CONNECTIONS AND SHEAR "NORTHWEST AEROSPACE PROJECT: =TRAINING CORPORATION REPORTED TO: EAGAN, MINNESOTA M A Mortenson Co Attn: Jon Wanzek P 0 Box 710 Minneapolis, MN 55440 DATE: February 27, 1987 1-Heyer Eng COPIES TO: Attn: Jim Heyer 1-City of Eagan Attn: Doug Reid LABORATORY No. 4111 87-0708 GENEKAL it,'! OnMIATION: Dates of Inspection - Scope of Inspection - February 6-27, 1987 Attn: Bill Schoen ECTORS Inspection of high tensile bolted connections according to theprocedures in "Specification for Structural Joints Using ASTM:A325 or A490 Bolts" approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation dated August 14, 1980. This inspection was made to determine if the connections were adequately tightened. Inspection of shear connectors by striking them with a mallet to determine if they were adequately fused to the supporting member. Equipment Used - Inspection Personnel - Location of Inspection - TEST RESULTS: Bolt Inspection - Area Inspected Line G-P from Line 10-19 Line G-P from Line 10-19 600 ft-lb Williams Hardware torque wrench Daniel Weir, SNT-TC-1A, Level II Technician Daniel Collins, SNT-TC-1A, Level II Technician Kelly Jacobson, NDT Technician Project site Floor Size/Type Level Of Bolt Inspection Results Main 3/4" A325 All bolted connections within this area - Satisfactory Main 1" A325 All bolted connections within this area - Satisfactory AE LL PROTECTION To TA"ME.THE CEILVEE,ALL REPORTS ARE SUBMITTED e,UN u IS RECONFIDENTIAL PROPERTY CLIENTS. VT L. 24TIOM FOR ION POP PVBLICATION ELIChT10N OF OF PTATEMENTE. CON CONOL VSIONSEIpNO 0 OP E%TNACTE FROMROM U OP REO^RO.N.AFOINO OVft P PEPOPTE IS RESERVED NVEp PENOINp OUR pVP WRITTEN APPROVAL. r 0 ti? P ?? twin city testing corporation 662 CROMWELL AVENUE ST PAUL, MN 55114 PHONE 612/645-3601 REPORT OF: INSPECTION OF HIGH TENSILE BOLTED CONNECTIONS AND SHEAR CONNECTORS LABORATORY No TEST RESULTS: -Cont. 4111 87-0708 OATS: Feb 27, 1987 PAGE: 2 Bolt Inspection - Cont. Floor Size/Type Area Inspected Level Of Bolt Inspection Results Line G-P from Line 10-19 Second 3/4" A325 All bolted connections within this area - Satisfactory' Line G-P from Line 10-19 Second 1" A325 All bolted connections within this area - Satisfactory Line G-P from Line 10-19 Third 3/4" A325 All bolted connections within this area - Satisfactory Line P-R from Line 19-20 Third 3/411 A325 All bolted connections within this area - Satisfactory Line G-P from Line 10-19 Third 1" A325 All bolted connections within this area - Satisfactory - Except: Grid point G-10 - Bolts too short, not full nut Line G-P from Line 10-19 Roof 3/411 A325 All bolted connections within this area - Satisfactory Line G-P from Line 10-19 Roof 1" A325 All bolted connections within this area - Satisfactory - Except: Gr id point G-10 - Bolts too short, not full nut Line G-P from Line 10-19 Roof 114" A325 All bolted connections within this area - Satisfactory Shear Connector Inspection - Floor Area Inspected Level Inspection Results Line G-P from Line 10-19 Main All shear connectors wit hin this area - Satisfacto ry AEA MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE HUEMRTEO AE THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AOTHORI- ZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORT. 18 RESERVED PENDING OUR WRITTEN APPROVAL Q twin cites testinq corporation 662 CROMWELL AVENUE ST PAUL, MN 55114 PHONE 6121645-3601 REPORT OF:INSPECTION OF HIGH TENSILE BOLTED CONNECTIONS AND SHEAR CONNECTORS LABORATORY No. 4111 87-0708 DATE: Feb 27, 1987 PAGE: 3 TEST RESULTS: -Cont. Shear Connector Inspection - Area TnSnect?d Line A-G from Line 8-14 Line G-P from Line 10-19 Line L-P from Line 10-14 and Line G-L from Line 14-19 REMARKS: Floor I peel TnCnprtinn Results Second All shear connectors within this area - Satisfactory Second All shear connectors within this area - Satisfactory Third All shear connectors within this area - Satisfactory The inspection of the high tensile bolted connections reported above shows that all of the connections except grid point G-10 on the third floor and roof have been adequately tightened and meet the requirements of the project specifications. The inspection of the shear connectors reported above shows that the connectors meet the requirements of the project specifications. AEA MUTUAL PROTECTION TO CLIENT., THE PUBLIC AND OURSELVES, ALL REPORTS APE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. ANO AU,-ORI- T...... PUPL.G ATIDN OF PTYTEMENTE. GONGLUBIONE OR EYTRACTE Penh nn PPNAROINO OUR REPORT. I. RESERVED PENOINO OUR WRITTEN APPROVAL. MEMO TO: DIANE DOWNS, UTILITY BILLING CLERK FROM: ED KIRSCHT, SR. ENGINEERING TECHNICIAN DATE: JANUARY 7, 1993 SUBJECT: REVISED REF COMPUTATIONS FOR NORTHWEST AIRLINES TRAINING FACILITY LOT 1, BLOCK 2, OUTLOT A AND PART OF OUTLOT B WEST OF PONDING AREA, ALL IN THE LONE OAK SECOND ADDITION 2600 LONE OAK POINT I have recomputed the REF's for the Northwest Airlines Training Facility located at 2600 Lone Oak Point. The total REF'S should be 91.5 instead of 105.3. The total area was increased from 22.9 acres to 45.27 acres and the impermeable surface was reduced from 72% to 27% (27% equates to 2.02 REF/acre). My computations are based upon the Lone Oak 2nd Addition area plat map and the City's aerial photographs flown April 27, 1992. 1 gave this property credit for a 16.79 acre ponding easement credit. Note: Lot 1, Block 1 = 22.89 acres Ponding area =16.79 acres Outlot A = 16.67 acres Part of Outlot B= 5.71 acres (west of ponding area) Total 45.27 Ed ? Kirsc t cc: Mike Foertsch, Asst. City Engineer EJKAf P.S. N.W. Bell Telephone located at 2800 Lone Oak Parkway has a building on Outlot A, Lone Oak 2nd Addition. This parcel is owned by Northwest Airlines. The parking area and building is calculated in the REF'S for the Northwest Airline Training Facility. 2800 Lone Oak Parkway should not be billed for REF's. po,? k?? 9 057 41, 2 DRAINAGE AND UTILITY EASEMENT IN CONNECTION WITH PRIVATE PROJECT #89-II THIS UTILITY EASEMENT, made this ? day of 5e4e-144/' 1989, between NWA, INC., a Delaware corporation, herhi n referred to as "Landowner" and the CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota, hereinafter referred to as the "City". W I T N E S S E T H: That the Landowner, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, a permanent drainage and utility easement over, across and under the following described premises, situated within Dakota County, Minnesota, to-wit: That part of Lot 1, Block 1, LONE OAK SECOND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, described as follows: Commencing at the southeast corner of said Lot 1; thence North 0 degrees 49 minutes 05 seconds West (assumed bearing) along the east line of said Lot 1 a distance of 637.73 feet; thence South 89 degrees 11 minutes 45 seconds West 719.14 feet to the point of beginning of the land to be described; thence South 12 degrees 03 minutes 15 seconds East 20.39 feet; thence South 89 degrees 11 minutes 45 seconds West 195.84 feet; thence North 37 degrees 50 minutes 48 seconds West 53.87 feet; thence North 0 degrees 48 minutes 15 seconds West 139.65 feet; thence North 65 degrees 03 minutes 21 seconds East 41.70 feet; thence North 82 degrees 02 minutes 42 seconds East 173.29 feet; thence South 0 degrees 48 minutes 15 seconds East 10.60 feet; thence South 82 degrees 13 minutes 13 seconds West 170.48 feet; thence South 65 degrees 03 minutes 21 seconds West 22.77 feet; thence South 0 degrees 48 minutes 15 seconds East 160.65 feet; thence North 89 degrees 11 minutes 45 seconds East 204.31 feet to the point of beginning. See also Exhibit "A" attached hereto and incorporated herein. The grant of the foregoing permanent easement for drainage and utility purposes includes the right of the City, its contractors, agents and servants to enter upon the premises at all reasonable times to construct, reconstruct, inspect, repair and maintain pipes, conduits and mains; and the further right to remove trees, brush, undergrowth and other obstructions. After completion of such construction, maintenance, repair or removal, the City shall restore the premises to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of trees, brush, undergrowth and other obstructions. And the Landowner, its heirs and assigns, does covenant with the City, its successors and assigns, that it is the Landowner of the premises aforesaid and has good right to grant and convey the easement herein to the City. IN TESTIMONY WHEREOF, the Landowner has caused this easement to be executed as of the day and year first above written. ...... BARBARA t. MEYER ?? STATE OF MINNESOTA ) Run&COUrm ss. ¦1Owd?la?E+?«2.14-s5 COUNTY OF L e, ti ) The for going instrument was acknowledged before me this t` - day of 1989, by T /R Thyrn ton , the V. P e! , n e r.. J ?u un e / of NWA, INC. , a Delaware corporation. itary Public AS TO FORM: APPROVED AS TO CONTENT: Public Works Department Date : 9 - g - R`i NWA, INC., a Delaware corporation Proposed Descriptions Attn: Schoen & Associates DELMAR H. SCHWANZ "0411 sunvETORs. INC. fIp04M./ Unaw L. of Tlr 9104 of Mln.rrau 14750 SOUTH ROBERT TRAIL ROSEMOUNT, MINNESOTA 560!! 51 1751 SURVEYOR'S CERTIFICATE 10.80/ / WIVE 5 2002' 42" E N6go0'?2?. 173.29 - _N89°11' .r ? 2000, 5 82013' 13"W I l -10 /? ,al TT ,?I+VI 1170.48 i ZZ. X32 '1566 Ti W Proposed new drainage in in & utility easement o 3 W a u h 0 0 O 9 0 O Z N N It vv 0 '2 o O W 0) M A 71 U N ; O N m p N ID 10 p 1 4 041 In W 20 ID 0 ; 20 1 Proposed new,drainage & utility easement 0 . 'L 1 1 N = N 00 s? 204.31 1 NS90 11'45"E Z X39 C o 0 195.84 SCALE: 1 inch = 50 feet 1 hereby cartNy, that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. August 28, 1989 Dated S89011'45" W o - 1 Exhibit A P 14 rn tD SE. corner of L t 1 ` Bloc c 1 Minn N.lfdhwan: DORM MMrlaaeb RegNtrpSOn No. 06Q5 719.14 S12003 13, c 1 1 1 20 0 O S89011'45"W I East line of Lot 1 Blk. 1 THIS INSTRUMENT WAS DRAFTED BY: 2 SEVERSON, WILCOX & SHELDON, P.A. 7300 West 147th Street ? P.O. Box 24329 Apple Valley, MN 55124 (612) 432-3136 JPE : L,II BI/ LoNI°n OA)( ZNT.'-j 7 May 1990 R. James Thorne Vice President of Properties Northwest Airlines Minneapolis-St. Paul Intl. Airport Mail Stop A3050 St. Paul, MN 55111 RE: CONSTRUCTION AT TOP OF HOISTWAY PASSENGER ELEVATOR - CAR #1 REPORT NO. 7158-87 SITE: 2600 LONE OAK POINT Dear Jim: RAY 9 191Enclosed please find a letter dated May 3, 1990 from B. James Berg, Director of Code Enforcement for Minnesota Department of Labor and Industry. The letter basically approves the approach suggested in my April 24, 1990 letter to Jim Berg with one minor addition. Let me know if we can be of further assistance. We are looking for work, if you ever come across a project that you would consider us for, don't hesitate to call! Sincerely, Twlli?m A. Schoen Copy: Karen Banaszewski (w/ enclosure) Mark Westin (w/ enclosure) Joe Goedker (w/ enclosure) Joe Merchak (w/ enclosure) Encls: May 3, 1990 Letter to SAI From B. James Berg WAS/mjn SCHOEEN ASSOCIATES, INC. 667 DeMers Avenue- Grand Forks, N0 582,3 L 701-746-1439 FriX 701-772-2495 Minnesota 443 Lafayette Road St. Paul, Minnesota 55155 Department of Labor and Industry (612) 296-6107 Telecommunication Device for the Deaf(612)297-4198 FAX (612) 297-1329 May 3, 1990 William A. Schoen Schoen Associates, Inc. 667 DeMers Avenue Grand Forks, North Dakota 58201 RE: Report 7158-87 2600 Lone Oak Point Dear Mr. Schoen: Thank you for the drawings and letter regarding the Northwest Airlines facility. The only problem we note is that the sprayed on fire represent material has a tendency to continue to drop fibers on the car top. This can cause potential car operation problems and excessive maintenance calls as the fibers hamper operation of the car top equipment. We are asking for a stabilizer to be applied to the sprayed surface, or for some similar action to assure the material will not flake on the car top. If you have questions regarding this issue, please write or call me at (612) 297-1727. Sincerely i B. J Berg, Director Code forcement cc: Chuck Sullivan, Inspection Supervisor BJB:rb An Equal Opportunity Employer VKO 24 April 1990 Jim Berg Director, Code Enforcement Minnesota Department of Labor and Industry 443 Lafayette Road St. Paul, MN 55155 RE: CONSTRUCTION AT TOP OF HOISTWAY PASSENGER ELEVATOR - CAR #1 REPORT NO. 7158-87 SITE: 2600 LONE OAK POINT Dear Mr. Berg: n+.c.- Enclosed please find architectural drawings which indicate construction detailing at referenced hoistway. The large reflected ceiling plan shows a 2 hour wall at the hoistway walls. The elevator shaft section 4/A-81 shows the masonry walls and roof construction. The detail 1/A-92 shows a detail of roof construction which indicates fireproofed 3" metal deck and 2-1/2" of concrete for a total of 5-1/2" of concrete at the flutes. This construction type would provide 2 hour protection, unfortunately it appears the fireproofing was over looked. By copy of this letter to Mark Westin of M.A. Mortenson, I recommend either spraying on two (2) hours of fire protection or applying two (2)layers of fire code gypsum board to the hoistway roof. If you have any further questions, please do not hesitate to call. Thank you. Sincerely, William A. Schoen Encls: Sheet A40, Detail 5/A-81 Detail 1/A-92 Copy: Jim Thorne - Mark Westin Joe Goedker Joe Merchak WAS/mjn Northwest Airlines - M.A. Mortenson - NATCO (w/ April 5, 1990 Letter James Berg - MN Dept. of Labor - Eagan Construction Analyst (w/ 1990 Letter from James Berg) from & Industry) April 5, SCHOEN ASSOCIATES, INC. 667 DeMers Avenue, Grand Forks, ND 58201 701-746-1439 FAX 701-772-2495 Minnesota 443 Lafavette Road St. Paul, Minnesota 55153 Department of Labor and Industry (612) 296-6107 Telecommunication Device for the Deaf (612) 2974198 FAX (612) 297.1329 Northwest Aerospace Training Center Jim Thorne, Project Manager 580 O'Neil Drive Eagan, MN 55121 RE: CONSTRUCTION AT TOP OF HOISTWAY New Passenger Elevator - Car #1 Report No. 7158-87 Site: 580 O'Neil Drive, Eagan, MN Dear Mr. Thorne: Final acceptance by the Department of Labor and Industry for the elevator(s) in your building has been delayed due to a question regarding the construction at the top of the hoistway. This letter is intended to address the issue and to provide alternatives for resolution of the problem. Code Enforcement records regarding your elevator(s) indicate that the elevator hoistway has been constructed to extend into the top floor of the building. For inspection of elevators, Minnesota has adopted the American Society of Mechanical Engineers Code for Elevators and Escalators - American National Standards Institute Standard A 17.1. This code states in part: Rule 100.2a Hoistways Extending Into the Top Floor. Where a hoistway extends into the top floor of a building, fire-resistive hoistway, or machinery space enclosures, where required, shall be carried to the underside of the roof if the roof is of fire-resistive construction, and at least 3 feet above the top surface of the roof if the roof is of non-fire- resistive construction. Without documentation that the roof of the building is of fire-resistive construction, it is necessary to extend the hoistway three feet above the roof line. A written determination from the local building official, or a state building official where the local unit of government has not adopted the State Building Code, that the roof is of fire-resistive construction is considered proper documentation by this department. A determination that the roof is of fire-resistive construction alleviates the requirement for the hoistway to be constructed through the roof. An alternative means of constructing the hoistway is to: 1. assure that the hoistway walls and ceiling are constructed to provide two hour fire-resistive construction; and 2. provide a vent from the hoistway ceiling extending through the roof three feet above the roofline. The vent is to be 3-1/2% of the area of the hoistway, but no less than three square feet in area. \ / pID/ An Equal Jppanuvn, Empla? er NINNFSO A 19 April 5, 1990 Page 2 For this alternative to be accepted by this department, it will be necessary to have written approval from the appropriate building official. Please send appropriate documentation to the Elevator Inspection Section at the department's address using ZIP Code 551554304. If changes have to be made to the elevator installation, reinspection will be required. If you have questions regarding this letter, please contact either Chuck Sullivan, Elevator Inspection Supervisor or Jim Berg, Director, Code Enforcement. Mr. Sullivan's number is (612) 296-1189 and Mr. Berg's number is (612) 297-1727. Sincerely, B. James Berg, Dire or Code Enforcement cc: M.A. Mortenson Company Mark Westin, Division Manager P.O. Box 710 Minneapolis, MN 55440 Schindler Elevator cc: Chuck Sullivan, Inspection Supervisor BJB:Imv(CE-7) Mijc Metropolitan Mechanical Contractors, Inc. .T WASHINGTON AVENUE SOUTH • EDEN PSAIAIE MINNESOTA SSNI • 1017/941.7010 LETTER OF TRANSMITTAL TO: City of Eagan 3830 Pilot Knob Road Eagan, Mn. 55122 ATTN: Mr. Bob Wieken Gentlemer: We are transmitting the following items: DATE: October 30, 1987 JOBI POO REFERENCE: Northwest Airlines Training Corp. COFIES DATE 19 M NO NO. DESCRIPTION 1 Orset test reports for one Bryan steam boiler two Ra ack hot water boilers & one Ra ak snow melt boiler. These are transmitted as checked below: For Approval Approved Approved As Noted As Requested Resubmit Please Return _ Copies to Us x For Your Use REMARKS: Signed: Jerome A. St. Martin rp FLI'MBING 0 HFATING 6 VENTILATION 0 AIR CONDITIONING • REFRIGERATION 0 SERVICE HOUSE HEATING TEST RECORD ADDRESS! 204 - OGt? C? /y? - OCCUPANT APT. -FLOOR _CITY suwR• OWNER NEAT LOU DATE MTG. INST. SOLD By INSTALLED ET Electttcsl Wwb by ris Liwe yF TYPE OF MEAT GA _.FA _M• STEAM -SPACE MTR. -UNIT MTR. -OTHER _ ?DAS OESIGN CONVERSION MAKE /" MAKE OF BURNER 941 Seel - - Man. BTU Ratify _ INPUT MAKE OF FURNACE Martel CONTROL/s ?-- TNERMOSTAT ?-c ?voY9Tr?- veer Siam Val,* KIND OF LINER (? L SIZP NONE Ltett Drab Mean Rgaleer LuwJ Sewing ?V P,Irrs Sill* Mwwbr Fan San.wtl Ch,mmm Location InuM Oou4 Pilot Type Chimney Construction Pilot Mab Spillage Pilo Wjal Seeing aoeY Wiring Pilot Tieing Draft Test Tq L.W. Cut Off Oder Prossvo Lighting Inst. Pwesw PsnontCO may? Dan Tested S input CFM---Persewt 0 Coesenv Tooting 1 _ Sect Team Percent CO Nona of Tostio Certi.oicate oz of entency_ MOUSE HEATING TEST RECORD ADDRESS 2 4oz?vc ® 1L'3.L_APT.-FLOOR-CM SUBURB OCCUPANT AJA t!?X) OWNER MEAT LOSS DATE MTG INST. SOLD BY INSTALLED BY EI•cwicol Walk BT rms Lin. By TY?! OF MEAT GA _ PA _M• -)(,. STEAM -SPACE MTR. -UNIT MTR. _OTMER AIDE SIGN CONVERSION MAKE 0 ?MAKE OF BURNER MNN M.41 sur .1 - M•.. BTU R.ri ng INPUT MAKE OF FURNACE 1bli.1 CONTROLS TMERMOSTAT M..r PINS V.w1 Si.. Volvo KIND OF LINER SIZENONE Liml. 'z/2 0..h "N R.g.l.wr % , Lunt S.w'wg FiI/M. Sit. Awmbw Pen s•ning Chi mn.T Lsc.rr.n Insi48Diwsil. PiIH TTS. Chim"y C.wowiait" Pil.+ Make Spillage Pilot" , , Sw.b. Bomb wiring Pilot Tionng Draft Ta.r Too L.W. Cot ON Dsar Prow. LgbMq Ina. 5 11 Pr*sswo ?e Pon" COS Date Tooled inilyr CPM Pot..ml OS? C.aq.nT Tasting Stock Tom ?ototiws CO N•as .1_ Tc.Nr nvvac ncra ? mV 1 GL NCbGl lip --? APT' „PL>?P-- ?•;'C?-. ' F-"- OCCUPA N(AT LOST DATE NTG. INST. SOLO By tHSTA"110 or Elaawfasl Mark 60 Gas Lin, B, type OF NEAT GA-FA-Nd' STEAK-SPACE NTR._UNIT NTIL_OTHER DESIGN CONVERSION TAKE MAKE Of BURNER - , AdL - Adel _ Modell Swill was. ETU Rahn, . INPUT MAKE OF FURNACE TNERItOSTATAait,,, Ilsbl Vent $.aa VOI•° KIND OF LINER SIZE MOMS L.,a.f ?6(? Draft MaM Ra,u{arr L?.,r Saw?q F?hrs Sit° ------------- -- Xu"bw Fan San.w, a,.na, Laaaflaa Ins. ss Outa,h Pilaf TTSa ai.MT Canstw,.t,aw Pilot 4260 Spillage _ Pilo essfal Saks Ba.? W iring Pilot T.,,,, pale Ttst Tag L.w. C.w OM _ 1 ? Dar Pr.ur° L.,bt{n, Inst. Prasarla - °? PartC0 0.n Tnratl _ '„rw CfM Prseasnt O 2 S ? Ca.,ans Taal,,., Sway Ta.s. Pweaws CO Nanr of", aant Certificate of Com ntency_ HOUSE HEATING TEST RECORD HEATING TEST RECORD, A _ ADDRESS APT.---??FLOgR CITY SUBURB N r, i 1^ IV1 7 OWNER ti OCCUPANT , HEAT LOSS DATE HTG. INST. INSTALLED BY SOLD BY B G Li Electrical Work By y as ne TYPE OF HEAT GA -FA _HW -STEAM SPACE HTR. -UNIT HTR. -OTHER ^ AS DESIGN CONVERSION y MAKE OF BURNER MAKE - '_- l M d Model /- e o Z ? ti BTU R M n Serial a ng ax. INPUT 1,6P O M MAKE OF FURNACE Model CONTROLS THERMOSTAT Heat Plug Vent Size Valve KIND OF LINER SIZE NONE Limit, Ly0 ` ?? / ,T- Draft Hood Regulator Limit Setting f 'Z P6 1 C'' Filters Size Number c_ citin Chimney Location Inside Outside g --- T /n! 1 e Pil t T '1 n vt f !l n-e` Chimney Construction yp 1 a ` Pilot Make Pilot Model Smoke Bomb Wiring ? `` G ''7 •? ~ ?• C Draft Test To Pilot Timing ? ' L.W. Cut Off 814- F =n ps=" `- `? XJc_ Door Pressure Lighting Inst. . rf / d D - ?^ D T • 'Pressure Percent CO2 ate este e ' i Z1) C T stin -• h ?-??? input CFH Perc nt 02 e ompany g / 7 3 U ' 4 ? C1 1L? ?> f T Stock Tsmp. Percent C0 est . - Name o Form 235' ' L l 6 ( Lc?E EXTERIOR ENVLEOPE AVERAGE "U" COMPUTATION OWNER Northwest Aerospace Training Corporation SITE ADDRESS Eagan, Minnesota 55121 CONTRACTOR M.A. Mortenson DATE 1-30-87 PHONE Determine working square footage of each. 1. Total exposed wall area...... 91,250 sq. ft. x .28 = 25,550 2. Total roof/ceiling area...... 97,960 sq. ft. x .06 = 5,878 Total exposed wall area above floor = 91,250 a. Total wall window area .. ................... 11,445 b. Total net wall area type 1 ................... 23,610 C. Total net wall area type 2 ................... 54,720 d. Total net wall area type 3 ................... 1,475 Total exposed foundation area = 6,300 e. Total foundation window area .................. - f. Total net foundation area above grade......... 6,300 Determine "U" value of each wall segment a. 11,445 x "u" 0.49 = 5,608 b. 23,610 x nu" .05 = 1,181 C. 54,720 x "U" .077 = 4,213 d. 1,475 x null .094 = 139 e. - x nun f. 6,300 x "U" .04 = 252 3 . ..................................Total = 11,393 If item #3 is the same as, or less than item #1, you have met the intent of SBC 6006(c)2. Total exposed roof/ceiling area = 97,960 g. Total skylight area .......................... 440 h. Total roof/ceiling framing area (average 10%) - i. Total net insulated roof/ceiling area........ 97,520 Determine "U" value for each roof/ceiling segment: g. 440 x "U" .58 = 255 h. - x "U" - i. 97,520 x "U" .036 = 3,511 4 . ..................................Total = 3,766 If total of #4 is the same as, or less than #2, you have met the intent of SBC 6006(c)l. Alternate Building Envelope Design To utilize the total envelope system method, the values established by the sum of items #3 and #4 shall not be greater than the sum of items #1 and #2. 1. 25,550 + 2. 5,878 = 31,428 3. 11.393 + 4. 3.766 = 15.159 In((c.uAt-? ' ?:Nct.-?.( -6?.¢cN - ?O? - 746. 143 Jtr? NEy? - S?ttuc-? , - col Z.?o- O`?49 ?-z A 8zx 122- = ?cx?o4 841 124 _ lb4 i ? zo 4 z o Z-0 4 Lo Ca P? N D /'? 'ZO z-° 8 87k (`Z' I? 101 87x-( 1174 13n n2? l - 2743(f) (7 (?)?0 ( LJR>?Llq A 2O 420 ? ?7x ? ?? = I S?c7 G 57x(3s (I-74-S 38x?-c( _ ??? 03825 2C, 20 g g7,C_ 6f) ( C -S'7 x «S l 74-57 D C _-- 4'1?7? a?g2S 2r5 375 MEMO TO: JAY BERTHS, POLICE'DEPT. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. KEN VRAA, PARKS & RECREATION DEPT. JOE CONNOLLY, WATER-DEPT..) JON HOHBNSTEIN, ADMINISTRATION FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: Q C? Db ty ) 5 j 1 qV0 The preliminary construction %-/ Cf;bl-IW'D&T1C*-( G14 L--y) plans for NDr.TE+WF-ST ^ 1 gge , Tzewwi#, a GTP- are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. Thank you. /JS MEMO TO: JAY BERTHE, POLICE-DEPT. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM .STURM,,PLANNING.5 KEN VRAA, PARKS & RECREATION DEPT. JOE CONNOLLY, WATER DEPT. JON HOHENSTEIN, ADMINISTRATION FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: Q C_f-ab cr IS, i g8lo The preliminary construction V Cf;?qCJfJcomc l GNLY plans for oc?- wEST aezu_-w_r-_ Teaulucq GT{Z. are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to ret form to Steve within five (5) days will be considered your approval. Thank you. :.l4 M.W JN ....q...-t:v .H.. _ 0 •. :." • - ? .- b .. I. MEMO TO: JAY BERTHE - POLICE DEPT. CRAIG KNUTSON, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: _t f t u «z 119Y 7 The preliminary construction plans for NA-TCb - "A 21oC?7 " [ (JP1C Pr are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. Thank you. O /JS , .4... . ? ..? .v.....,i : ? - a z ...-.+ e ?.r ? . _ ,. t e aw.rn +-..v..t Y .... -k4:?6r1..• lua ?ji ev ..? v . MEMO TO: JAY BERTHE - POLICE DEPT. CRAIG KNUTSON, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTImNS DATE: 4, 19ff 7 The preliminary construction plans for NA-TC-0 - 'k`" -uac 7 Lowe, Owe are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify t s department and resolve any problems. -?y Thank you. /JS N t,_ I a I LdNG 0AK Z Nv U11V EYMPO UTAR WRITE COMM COMG11V Ud6 on Twn C? Rea March 10, 1987 Mr. Dale Peterson Building Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Peterson: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Northwest Aerospace Training Corporation to be located within the City of Eagan. It has been determined that 64 SAC Units should be assigned to this building. This determination was made as follows: SAC Units Charges: Office 21697 sq. ft. @ 2400 sq. ft./SAC Unit 9.04 Computer 18768 sq. ft. @ 7000 sq. ft./SAC Unit 2.68 Maintenance 6357 sq. ft. @ 7000 sq. ft./SAC Unit 0.91 Ship/Receiving 4588 sq. ft. @ 7000 sq. ft./SAC Unit 0.66 Repair 1598 sq. ft. @ 7000 sq. ft./SAC Unit 0.23 Dining 4608 sq. ft. @ 2060 sq. ft./SAC Unit 2.24 Classroom 14069 sq. ft. @ 30 sq. ft./student @ 18 students/SAC Unit 26.05 Training 2220 sq. ft. @ 15 sq. ft./person @ 110 people/SAC Unit 1.35 Ground/Flight Instruction 108 students @ 18 students/SAC Unit 6.00 Flight Simulators 23 simulators x 3 shifts/simulator x 4 people/shift @ 18 students/SAC Unit 15.33 Total Charge: 64.49 or 64 Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423 y Mr. Dale Peterson Page Two 3.10.87 If you have any questions, please call. nc ely, &' Donald S. Bluhm Staff Engineer DSB:RWJ:blm L:aero cc: S. Selby, MWCC Mark Westin, M. A. Mortenson Company W. K. Johnson, MWCC MEMO TO: TOM HEDGES, CITY ADMINISTRATOR &41. FROM: DOUG REID, ASST. BUILDING OFFICIAL DATE: OCTOBER 17, 1986 RE: NORTHWEST AEROSPACE TRAINING FACILITY - FOUNDATION PERMIT Our office has received and reviewed structural plans for the above mentioned facility. The structural plans are part of the total building plan package that will have to be reviewed and approved before issuance of a building permit. Our office has heard that M.A. Mortenson Company may be employed to construct this new training facility. I, therefore, called Mark Westin of M.A. Mortenson Company, Project Engineer, to verify if in in fact, they have a contract. He stated that M.A. Mortenson Company will be using the same superintendent and foreman as previously used to construct the Northwest new World Headquarters building. I do not anticipate unresolvable problems if our City Council were to issue a foundation permit. DR/3s CC: Dale Runkle, City Planner Dale Peterson, Chief Building Official General Contractors Construction Managers M.A. MORTENSON COMPANY December 11, 1986 700 Meadow Lane North PO Box 710 _ Minneapolis, Minnesota 55440 6121522-2100 Mr. Thomas Hedges City Administrator City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Re: Northwest Aerospace Training Corporation Building Permit Progress Dear Sir: As you may be aware, M.A. Mortenson Company is the general contractor for the new Northwest Aerospace Training Corporation (NATCO) project currently under construction at 2600 Lone Oak Point in Eagan. At this time, we have received a grading permit and a foundation permit from the City of Eagan for this project. We have attempted to make application for the Building Permit itself but have been told this is not permissable until the Final Plat for Lone Oak 2nd Addition has been approved. Under the very best circumstances February 1, 1987 is the earliest approximate date this could occur. Due to favorable weather and a timely delivery of fabricated materials we are coming along well with the project and are meeting and exceeding our construction schedule. To date, approximately 1,800 tons of structural steel has been manufactured and partially fabricated for the NATCO building. We have begun receiving daily truck loads of structural steel which we are stockpiling on site. We would like to begin the erection of this steel approximately January 5, 1987. The purpose of this letter is to formally request from the City of Eagan, permission to begin the erection of the steel superstructure per the above schedule. in our conversations with Eagan building officials it has been recommended that we request this of the Eagan City Council since it is a departure from the typical permit process in your city. We would like to respectfully suggest options for your consideration which we have discussed with your building department staff: 1. Permission to work, including the erection of structural steel, ;under the present grading and foundation permits. The final Building Permit would be applied for immediately following Final Plat approval. 2. Issuance of another partial permit which would cover superstructure and enclosure work only. Again, the Building Permit would be applied for at the time of Final Plat approval. 3. Issuance of the actual Building Permit with the stipulation that it be revoked if approval of the Final Plat is not obtained for any reason. All permit costs and fees would be payable with the issuance of this permit. r Offices In; Denver, Colorado • Tampa, Florida • Minneapolis. Minnesota • Rochester, Minnesota • Seattle, Washington I- 1 Mr. Thomas Hedges December 11, 1986 Page Two We ask the City Council to review this request at the regularly scheduled council meeting December 16. The Pre-Plat approval for Lone Oak 2nd Addition will also be reviewed at this time. Representatives from Northwest Airlines and M.A. Mortenson Company will be in attendance to answer any questions the council may have in respect to this request. We appreciate your consideration of this matter and we look forward to building another fine addition to your community. Yours truly, 4t'? _ Mark Westin Project Manager MW/ce cc: City of Eagan Building Inspections Department City of Eagan Planning Department Jim Thorne - Northwest Airlines, Inc. Bob Ritchie - Northwest Airlines, Inc. Mark Hanson - Bonestroo, Rosene, Anderlick & Associates General Contractors Construction Managers M.A. MORTENSON COMPANY December 29, 1986 City of Eagan Department of Building Inspections 3830 Pilot Knob Road Eagan, Minnesota 55122 700 Meadow Lane North PO Box 710 Minneapolis. Minnesola55440 612/522-2100 Re: Northwest Aerospace Training Corporation (NATCO) Eagan, Minnesota Dear Sir: Attached please find two sets of Bid Package #4 drawings and specifications for purposes of application for a Building Permit to erect structural steel framing. As you are most likely aware, the Eagan City Council on December 16 agreed to issue, subject to your department's approval, an interim permit for the steel superstructure. Please let me know if there is any other information we can supply for this purpose. Also, please contact me at 726-3506 with the amount of the permit fee so that we can arrange for payment. We greatly appreciate all efforts that have been made by the City of Eagan to accomodate our progress on this project. Yours truly, Mark Westin Project Manager MW/ce f isr n a' Offices In Denver, Colorado • Tampa, Florida • Minneapolis, Minnesota • Rochester, Minnesota • Seattle, Washington L l b 1 / Loll OAK `Z"t Avu'u Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101 612 222-8423 September 26, 1989 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Northwest Aerosapce Training Corporation - "D" Wing Expansion to be located within the City of Eagan. It has been determined that 3 SAC Units should be assigned to this building. This determination was made as follows: Charges: Flight Simulators 4 simulators x 3 shifts/simulator x 4 people/shift @ 18 people/SAC Unit Computer 3990 sq. ft. @ 7000 sq. ft./SAC Unit Total Charge: If you have any questions, please call. S, aerel?)ad- Donald y, S. Bluhm Staff Engineer DSB:RWJ:jle 890926SC cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Joe Maddy, M. A. Mortenson Company Equal Opportunity/Affirmative Action Employer SAC Units 2.67 0.57 3.24 or 3 I%JE??a Z+uD LEVEL. T i I i1 ,33 x 12y. so c 37,9Gx ?2= I ? X 2 X? 6/v, 17 .. .?? ?[ Ir?,33 3'),qb u r2 ?. = 16, X 3'1 X 'L ?r,cg X2.= 13?LX12,`6= lSO?6,9J piss ,sy ?1458? ?6I y SS',SZ I I S S- y° Ilc?y,00 o0 ### L O A D D E S I G N A N A L Y S I S #*# ##* by LWSM ### NATCO EXPANSION EAGAN SCHOEN LJ Weather File Code: Location: Created by: Latitude: Longitude: Time Zone: Elevation: *Summer *Winter *Summer *Summer *Winter (* = E Clearness No: Clearness No: Design Dry Bulb: Design Wet Bulb: Design Dry Bulb: ntered by user) Summer Ground Reflect Winter Ground Reflect TWINCITY TWIN CITIES,MINNESOTA Trane Co. 44.9 deg 93.2 deg 6 834 1.02 1.02 95 75 -20 20 20 Cooling Months Simulated: May through Oct Cooling Load Method 2: 1985 ASHRAE CLTD/CLF (TFM) Time/Date Program Run: 11:05:21 10/ 4/89 Dataset Name: NATCO ****,V***.CUSTOMER DIRECT SERVICE NETWORK * **t*** V 6.08 For ex clusive use by: LWSM PAGE 1 S Y S T E M S U M M A R Y Syst -----Air Quantities----- ---------Heating Mbh---------- # OACfm C ooling Heating Tons Extrnl Vent Reheat Total 1 RAD 20 0 0 .0 -59.6 -2.1 .0 -61.6 2 SZ 40 5496 5496 10.4 -43.4 -4.1 .0 -47.5 3 COMP 80 21846 21846 35.6 .0 -8.0 .0 -8.0 4 RAD 0 0 0 .0 -69.2 .0 .0 -69.2 5 VRH 530 2718 0 10.0 -19.8 -54.4 .0 -74.2 6 SZ 40 5743 5743 10.8 -78.1 -4.1 .0 -82.2 7 SZ 40 5731 5731 10.8 -70.2 -4.1 .0 -74.4 8 SZ 40 5560 5560 10.5 -43.4 -4.1 .0 -47.5 Tot als 790 47094 44376 88.1 -394.8 -80.8 .0 -464.6 The building peaked at hour 16 month 7 with a capacity of 87.8 tons ******************* E N G I !; E E R I N G C H E C K S ******************* * * * ------ ------Cooling------------ ----He ating--- * Syst % OA Cfm/ Cfm/ Sq Ft Btuh Cfm Btuh F loor * # Cfm Sq Ft Ton /Ton /Sq Ft /Sq Ft /Sq Ft S q Ft * 1 RAD .0 .00 .0 .0 .00 .00 -69.22 890 * * 2 SZ .7 2.40 529.7 220.5 54.43 2.40 -20.77 2288 * * 3 COMP .4 5.53 613.5 111.0 108.12 5.53 -2.01 3952 * * 4 RAD .0 .00 .0 .0 .00 .00 -38.95 1776 * * 5 VRH 19.5 .55 272.3 491.3 24.43 .00 -15.13 4904 * * 6 SZ .7 2.51 531.4 211.7 56.69 2.51 -35.94 2288 * * 7 SZ .7 2.51 530.3 211.7 56.69 2.51 -32.50 2288 * * 8 SZ .7 2.43 528.1 217.3 55.22 2.43 -20.77 2288 * * Av/ Tot 1.6 2.28 534.5 234.6 51.14 2.15 -22.47 20674 * * * Z O N E S U M M A R Y ---------Co oling--------- ------ ---Heating-- ------- Zone Cfm/ Coil Cfm/ Total # Description ZnCfm SADB Sqft Mbh ZnCfm SADB Sqft Mbh 1 JACK STORAGE 0 .0 .00 .0 0 .0 00 -12.5 2 STAIRWELL 0 .0 .00 .0 0 .0 00 -49.1 Sys 1 Totals -------> 0 .0 0 ADO0?5R.-H_ -61.6 ' (bu6t.>v tkz?:5o( L1.linuy 3 BAY 5496 55.0 2.40 124.5 5496 82.2 2.40 -47.5 Sys 2 Totals -------> 5496 124.5 5496 -47.5 4 COMPUTER 21846 55.0 5.53 427.3 21846 72.0 5.53 -8.0 Sys 3 Totals -------> 21846 427.3 21846 -8.0 5 PUMP ROOM 0 .0 .00 .0 0 .0 .00 -52.1 6 VESTIBULE 0 .0 .00 .0 0 .0 00 -10.4 7 GEN'L PURPOSE 0 .0 .00 .0 0 .0 00 -6.7 Sys 4 Totals -------> 0 .0 0 Abp -69.2 8 FIRST HALL 374 55.0 .40 15.5 0 .0 .00 -5.1 9 SECOND HALL 853 55.0 .46 39.2 0 .0 .00 -28.2 10 BRIEFING 1490 55.0 .70 65.1 0 .0 .00 -40.9 Sys 5 Totals -------> 2717 119.9 0 -74.2 ***V***t,CUSTOMER DIRECT SERVICE NETWORK * **,**** V 6.08 For ex clusive use by: LWSM PAGE 2 Z 0 N E S U M M A R Y ---------Coo ling--------- ------ ---Hea ting--------- Zone Cfm/ Coil Cfm/ Total # Description ZnCfm SADB Sqft Mbh ZnCfm SADB Sqft Mbh 11 BAY 5743 55.0 2.51 129.7 5743 87.5 2.51 -82.2 Sys 6 Totals -------> 5743 129.7 5743 -82.2 12 BAY 5731 55.0 2.50 129.7 5731 86.2 2.50 -74.4 Sys 7 Totals -------> 5731 129.7 5731 -74.4 13 BAY 5560 55.0 2.43 126.3 5560 82.1 2.43 -47.5 Sys 8 Totals -------> 5560 126.3 5560 -47.5 ****;*** CUSTOMER DIRECT SERVICE NETWORK ####### V 6.08 F,r exclusive use by: LWSM PAGE 1 ---------------- ----- --------BUILDING U-VALUES/ AREAS- ------ ----- -------- ---- Zone -------------U-Values-- ------ ----- %Wall Zone Zone # Descrip tion Part Xflr Skyl Roof Glas Wall to-RA Mass Capac 1 JACK STORA GE .000 .000 .000 .040 .000 .050 .0 71.7 17.7 2 STAIRWELL .000 .000 .000 .040 .490 .050 .0 141.7 31.7 Sys 1 RAD .000 .000 .000 .040 .490 .050 .0 101.1 23.6 3 BAY .000 .000 .000 .040 .000 .050 .0 69.4 17.2 Sys 2 SZ .000 .000 .000 .040 .000 .050 .0 69.4 17.2 4 COMPUTER .000 .000 .000 .000 .000 .000 .0 6.2 3.7 Sys 3 COMP .000 .000 .000 .000 .000 .000 .0 6.2 3.7 5 PUMP ROOM .000 .000 .000 .040 .000 .050 .0 84.7 20.3 6 VESTIBULE .000 .000 .000 .000 .000 .050 35.7 45.6 11.6 7 GEN'L PURPOSE .000 .000 .000 .040 .000 .050 33.3 65.4 16.4 Sys 4 RAD .000 .000 .000 .040 .000 .050 5.5 77.8 18.9 8 FIRST HALL .000 .000 .000 .000 .000 .000 .0 6.2 3.7 9 SECOND HAL L .000 .000 .000 .040 .000 .050 28.6 60.3 15.4 10 BRIEFING .000 .000 .000 .040 .000 .000 .0 58.3 15.0 Sys 5 VRH .000 .000 .000 .040 .000 .050 28.6 49.2 13.0 11 BAY .000 .000 .000 .040 .000 .050 .0 80.4 19.4 Sys 6 SZ .000 .000 .000 .040 .000 .050 .0 80.4 19.4 12 BAY .000 .000 .000 .040 .000 .050 .0 77.9 18.9 Sys 7 SZ .000 .000 .000 .040 .000 .050 .0 77.9 18.9 13 BAY .000 .000 .000 .040 .000 .050 .0 69.4 17.2 Sys 8 SZ .000 .000 .000 .040 .000 .050 .0 69.4 17.2 Tot/Av .000 .000 .000 .040 .490 .050 1.4 56.8 14.5 Zone #Duplic - ----- ------------------- Areas -- ------ ------ ----- -------- ---- # Flr Zn Fl r/Zn TotFlr Part Xflr Skyl %Sk Roof Glas s %G1 Wall 1 1 1 516 516 0 0 0 0 516 0 0 408 2 1 1 374 374 0 0 0 0 374 60 3 1844 Sys 1 890 0 0 0 0 890 60 2 2252 3 1 1 2288 2288 0 0 0 0 2288 0 0 1496 Sys 2 2288 0 0 0 0 2288 0 0 1496 4 1 2 1976 3952 0 0 0 0 0 0 0 0 Sys 3 3952 0 0 0 0 0 0 0 0 5 1 2 600 1200 0 0 0 0 1200 0 0 1872 6 1 1 60 60 0 0 0 0 0 0 0 140 7 1 1 516 516 0 0 0 0 516 0 0 216 Sys 4 1776 0 0 0 0 1716 0 0 2228 8 1 1 924 924 0 0 0 0 0 0 0 0 9 1 1 1864 1864 0 0 0 0 1864 0 0 216 10 1 16 132 2116 0 0 0 0 2116 0 0 0 ****A*** CUSTOMER DIRECT SERVICE NETWORK **** V 6.08 For*rexciusive use by: LWSM PAGE 2 r Zone #Duplic ------------------------- Ar eas ---- ---- ----------------------- # Flr Zn Flr/Zn TotFlr Part Xflr Skyl %Sk Roof Glass %G1 Wall Sys 5 4904 0 0 0 0 3980 0 0 216 11 1 1 2288 2288 0 0 0 0 2288 0 0 2992 Sys 6 2288 0 0 0 0 2288 0 0 2992 12 1 1 2288 2288 0 0 0 0 2288 0 0 2652 Sys 7 2288 0 0 0 0 2288 0 0 2652 13 1 1 2288 2288 0 0 0 0 2288 0 0 1496 Sys 8 2288 0 0 0 0 2288 0 0 1496 Tot/Av 20674 0 0 0 0 15738 60 0 13332 ----------------------------ASHRAE 90 ANALYSIS------------------------- Overall Roof U-Value = .040 Btu / (hr-sqft-F) Overall Wall U-Value = .052 Btu / (hr-sqft-F) Overall Building U-Value = .046 Btu / (hr-sqft-F) Wall Overall Thermal Transfer Value (OTTVw) = 2.508 Btu / (hr-sqft) Roof Overall Thermal Transfer Value (OTTVr) _ .706 Btu / (hr-sgft) •.R"I-NOTE DATE M A e 19 J.LL TO 'UAIr-- SGHC)ENPNG1- SUBJECT NAi-c-o - F-,-?ti VOLAQ - NFOKMAT70 = SHOVE 7 D ulL-L- CHnEN Tn'D AV RF- 6A2 A1NC-' 1729mo5- NATLc > IS Nt>W ti? j QS1N(. T? F Ll nn ,r.rA-rf i nkf Dr- D11L{ AL-R-?,&m--rHER fi EEFL THIS i.jrw T Flea A MIC7AKF C EATING A ?oN LL 7rt , `- A A 21 ' S N Q TC) L,OHET HEP, A N E-KI T !51(7N 5Hr r,4Lr BE 01Ar, - 'D A7 ?Nr -PROP05Er jS NGLJ DODR - 17'5 A lLft)6EMaM CAlr CdNI(N MAu 1 3S LEA NP T? Ti-)e t?I?CHIT<ZTS U"tclSl?N /IIiT N? ??A<j BEGNIHUSC? IN)-v/MCD? SIGNED- REOIFORM, 45462 NO REPLY NECESSARY REPLY REQUESTED - USE REVERSE SIDE POLY PAK (50 SETS) 0462 Geww Cdntradlors Construcllon Managers M.A. MORTENSON COMPANY March 2, 1990 Mr. Bill Schoen Schoen Associates Inc. 667 DeMers Avenue Grand Forks, ND 58201 Re: NATCO - D Wing Expansion Certificate of Occupancy Inspection Dear Bill: 700 Meadow Lane North Minneapolis, Minnesota 55422 612-522-2100 FAX: 612-520.3430 Mailing Address: P O. Box 710 Minneapolis, Minnesota 55440 On March 1, 1990 representatives from the City of Eagan conducted an occupancy inspection for this project, During the course of their inspection, they noted several items that need to be corrected before they issue the final occupancy permit. In the interum they will issue a conditional occupancy permit that will allow NATCO to bring in simulator components but will not allow NATCO to use the expansion for training. The items noted for correction prior to issuance of the final occupancy permit are as follows: 1. Exit light required above door D201 on the expansion side. Modify exit light suspended from ceiling in the existing building corridor near door D201 so that it has two faces, each fare to have, a directional arrow pointing to the north through the crossing corridor. 2. Exit light required above door D202 on the expansion side. Modify exit light suspended from ceiling in the existing building corridor above the existing stair door so that it has two faces with directional arrows each pointing to the stair door. 3. Exit light required above D133 on the room D133 side. There is presently an exit light above door D116B which is acceptable. However, as this door leads through the computer room the city would like an alternative exit in the event that the halon has been discharged in the computer room. Thus the requirement for the additional exit light. 4. An additional exit is required from the basement of A Wing. The city wants the E Wing tunnel to be designated as this additional exit. In order to accomplish this, an Offices in Minneapolis. Rochester, Grand Rtgmw, C4 Paul, MN • Denver, Colorado springs, cc • Seattle, WA .?I Mr. Bill Schoen Page 2 March 2, 1990 exit light must be suspended from the ceiling on the basement side of the door. This exit light should have two faces, with each face having a directional arrow pointing towards the door. In addition, the current tunnel door in the basement is looked. The hardware must be modified so that the tunnel is always accessible from the basement side with a panic bar device. In the tunnel itself there is a series of steps that goes up to the tunnel elevation. After you get to the top step, there is one step down to the tunnel slab. The city recommended that a permanent ramp be placed at the location between the top of the stairs and the tunnel slab, 5. On the ground level of the expansion, corridor D111 has exits at the north and south ends. The rating of this corridor is required to be two hours. At the south end of the corridor when you exit through door D114 you are no longer in a rated corridor enclosure because of the open areaway to the equipment access deck which is room D286. The inital discussions with the city revolved around filling in the areaway opening with some type of a rated hatch. It was questionable as to whether or not this was achievable, so the city will allow the following alternitave: construct a two-hour partition with a door to close off corridor D114 from corridor D111. This partition must be located just to the south of door D111A. Also, there is an exit light located just above where this new partition would be located, this exit light is to be removed. 6. All of the briefing room doors must have closers and smoke gaskets. (The gaskets were previously ordered and have not yet arrived on the project, they should be delivered and installed next week), 7. Door opening D286 requires a closer, coordinator, and smoke gaskets. (The closers and gaskets were previously ordered and should be installed next week). 8. Door opening D294 requires closers, coordinator, and smoke gaskets. (These items have previously been ordered and should be installed next week). mar. a "emu iimei UUUU I'I H I'IUICI N4Jou Mr. Bill Schoen Page 3 March 2, 1990 9. All corridor doors require smoke gaskets. (The smoke gaskets for all corridor doors have previously been ordered and installation should be complete by next week). However, I would recommend that you have Roger review the current hardware schedules to verify that gaskets are specified for all corridor doors. Again, these issues must be corrected prior to the city issuing the final occupancy permit. Therefore, please contact me as soon as possible so that we can discuss the appropriate corrective measures required with NATCO. Thank you for your attention to this matter. Sincerely, C?° Maddy Project Mana er vjg:JM cc: Dave Prentice - NATCO Karen Banaszewski - NATCO Ron Wilmar - LWPB Bob Ritchie - Consultant Mark Westin - MAM Wally Doege - MAM Dale Schoeppner - City of Eagan Joe Sullivan - NATCO Joe Goedker - NATCO Brad Boos - Hunt Electric MEMO TO: JIM STORM, CITY PLANNER JOE CONNOLLY, UTILITIES SUPERINTENDENT DALE WEGLEITNER, FIRE INSPECTOR BILL AKINS, ELECTRICAL INSPECTOR PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ADMINISTRATIVE ASSISTANT TOM COLBERT, PUBLIC WORKS DIRECTOR ED KIRSCHT, SENIOR ENGINEERING TECHNICIA CRAIG KNUDSEN, ENGINEERING TECHNICIAN FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE : 9. j, -91 SUBJECT: PLAN REVIEW The preliminary) ( X construction) plans for N L-0 TSI?tTI®tJ are in our plan review section for your review and comments. asTV ,ICTuR._.4C_ S L k'M tT) Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return this form within five days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. DR/mg 6- Signature) (Date) MEMO TO: JIM STORM, CITY PLANNER JOE CONNOLLY, UTILITIES SUPERINTENDENT DALE WEGLEITNER, FIRE INSPECTOR BILL AKINS, ELECTRICAL INSPECTOR PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ADMINISTRATIVE ASSISTANT TOM COLBERT, PUBLIC WORKS DIRECTOR ED KIRSCHT, SENIOR ENGINEERING TECHNICIA CRAIG KNUDSEN, ENGINEERING TECHNICIAN FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: 1 • ) S . Wj SUBJECT: PLAN REVIEW The preliminary) ( X construction) plans for N(\ fC C7 uiU7v l ot•J are in our plan review section for your review and comments. rr Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return this form within five days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. DR/mg (Signature) (Date) MEMO TO: JIM STURM, CITY PLANNER JOE CONNOLLY, UTILITIES SUPERINTENDENT DALE WEGLEITNER, FIRE INSPECTOR BILL AKINS, ELECTRICAL INSPECTOR PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ADMINISTRATIVE ASSISTANT TOM COLBERT, PUBLIC WORKS DIRECTOR ED KIRSCHT, SENIOR ENGINEERING TECHNICIAN + CRAIG KNUDSEN, ENGINEERING TECHNICIAN FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: AU(,UST! ZZ, 195 SUBJECT: PLAN REVIEW # a9 The preliminary) ( X construction) plans for NA-F(-0 ADnrrioN (F- ON PEY2MIT, are in our plan review section for your review and comments. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return this form within five days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. ?/??D?? vA ?? ? h?ew ?AS L?r*ew r' ?-{a3 ba.e. o, 08'?"??9??G O It WAT/%/2AAl Al 4 qo Fee $ 4s, -C P2: d/ 4n? A pIPIi ecs 4;o4 A0 vecP. (-Signature) (Date) -21 4- ®8? T I4 r'= C:?y 4a.s WATE(L 6+AIN e 1 HAL'F e.0r•4-V-C4xd a Vf? I; dy F r45C- P%e*%,* For ?0-- A; g T? 18A LOCO-44d'dd? `.?.Ie 5 3 z a!a o 4o- d f ? O n S g 4,- oo S AA )1r /-{R n s p? ?"O G t f T 1? F A S,E t /?,J vl4C A T60 AAA P?'?D. MEMO TO: JIM STURM, CITY PLANNER JOE CONNOLLY, UTILITIES SUPERINTENDENT DALE WEGLEITNER, FIRE INSPECTOR ` BILL AKINS, ELECTRICAL INSPECTOR PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ADMINISTRATIVE ASSISTANT TOM COLBERT, PUBLIC WORKS DIRECTOR ED KIRSCHT, SENIOR ENGINEERING TECHNICIAN CRAIG KNUDSEN, ENGINEERING TECHNICIAN FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: ktAbuSTl ZZ1 )98'i SUBJECT: PLAN REVIEW The preliminary) (X construction) plans for NA-7 QaDiTioN (FouND•kMoN 1Pe1QA(ir)are in our plan review section for your review and comments. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return this form within five days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. DRj (Signatu e) (Date) pkr a W ?IA ___ ?,r MEMO TO: JIM STURM, CITY PLANNER JOE CONNOLLY, UTILITIES SUPERINTENDENT DALE WEGLEITNER, FIRE INSPECTOR BILL AKINS, ELECTRICAL INSPECTOR PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ADMINISTRATIVE ASSISTANt TOM COLBERT, PUBLIC WORKS DIRECTOR ED KIRSCHT, SENIOR ENGINEERING TECHNICIA CRAIG KNUDSEN, ENGINEERING TECHNICIAN FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: Aub(AST? ZZ, J913' SUBJECT: PLAN REVIEW aq The preliminary) ( X construction) plans for NATC-o AaDmc*q CFouND?c7tom PE1a1xi1_)are in our plan review section for your review and comments. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return this form within five days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. DR/mg (Signature) (Date) MEMO TO: JIM STURM, CITY PLANNER JOE CONNOLLY, UTILITIES SUPERINTENDENT DALE WEGLEITNER, FIRE INSPECTOR BILL AKINS, ELECTRICAL INSPECTOR PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ADMINISTRATIVE ASSISTANT TOM COLBERT, PUBLIC WORKS DIRECTOR ED KIRSCHT, SENIOR ENGINEERING TECHNICIA CRAIG KNUDSEN, ENGINEERING TECHNICIAN FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE : 9 - I S • f SUBJECT: PLAN REVIEW The preliminary) ( X construction) plans for 3?i T-tlc!3t•-? are in our plan review section for your review and comments. SI F'•.1.??`! r.a.??.__/?,L. i 17:.F C...., f? 1 IT' ) Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return this form within five days will be considered your approval. if you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. DR/mg (Date) Alfill? city of eagen THOMAS EGAN Mayor December 10, 1993 THOMAS HEDGES City Administrator NATCO 2600 LANE OAK PTE EAGAN MN 55121 ATTENTION: TONY DOCKENDORF RE: EXIT DOORS Dear Mr. Dockendorf- It has come to our attention that the two exit doors installed at the NATCO facility on Lone Oak Point have the wrong door swing. We are asking that the doors either be removed or rehung to swing in the proper direction. If you have any questions regarding this request, please do not hesitate to contact me at 681- 4676, Monday through Friday, between 8:00 and 8:30 am. or 3:30 - 4:00 p.m. Sincerely, 1 ? William Bruestle Lead Construction Inspector WB/js PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Councll Members E. J. VAN OVERBEKE City Clerk MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122-1897 PHONE: (612) 681-4600 FAX: (612)6B1-4612 TDD:(612) 454.8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunlty/Afflrmatlve Actlon Employer MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN. MINNESOTA 55122 PHONE: (612) 6814300 FAX: (612) 681-4360 TDD:(612) 454-8535 ? 1; B1, LONE OAK 2ND HERO TO: TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPARTMENT } BILL AKINS, ELECTRICAL INSPECTOR CRAIG KNUDSEN, ENGINEERING TECH FROM: DOUG REID, BUILDING INSPECTIONS DEPT DATE: SEMIM3ER 30, 1987 The Protective Inspections Department will be performing a final inspection for occupancy of 2600 LONE OAK POINT on 10/7/87 Please return within 48 hours with your approval or denial. Failure of response within that time frame will be determined as approval. It will be each departments responsibility to contact the construction firm with necessary requirements before final inspection and notifying the Building Inspections Department when all requirements have been taken care of. Thank-you. DR/js APPROVAL: A/ A/-- ?1??'%? DENIAL: (SIGNATURE & DATE) (SIGNATURE & DATE) REQUEST FOR HOLD Date: ?_ r ), F Project name: Address: Lhti !'! (P f? Legal description: L I B_L Sec/Subs"-,F 0)),"k Reason for hold: Xr>AJ 6,1- 14.116i (?C71, Place hold on: Issuance of building permit 01- Certificate of occupancy other (please explain) S If approved, this "hold" will remain in effect for fifteen working days. Upon expiration, the hold may be renewed for additional fifteen-day periods. 4= P /?50 - !y y b? Ca?C' {au7?c « ? «.eaL - C?f? -Am L? C? ,ti:zszz? z. o C'c-naY.ec,t,??, 6icu?e• of Vl3n PIf 01 KNOB ROAD F AGN1 MINNFS01A 55199 189; I'I [()[IT ((,I9) 154 8100 f^x (('191454 RYO September 18, 1990 M. A. Mortensen Co. 700 Meadow Lane North Minneapolis, MN 55422 RE: 2600 Lone Oak Point Dear. Sir: M. A. Mortensen requested an inspection of the elevator roofs at 2600 Lone Oak Point. Upon inspection we found the roofs were poured concrete, and a rating of 2 hours was indeed called for, with an underside of metal decking. THOMAS EGAN M7yor DAVID K GUSTAFSON PAMELA McCREA TIM PAWLENTY THEODORE WACHTER Courxd Members THOMAS HEDGES Oty Admmistmtnr EUGENE VAN OVERREKE Cry Clerk At the time of the original inspection, which T made, the poured concrete slab on the elevator roofs was done according to code (UL-N-715). Sincerely, t?? William Bruestle Lead Building Inspector City of Eagan WB/TIS THE LONE OAK TREE. THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer OF 3830 PILOT KNOB ROAD, P.O. BOX 21199 EAGAN, MINNESOTA 55121 PHONE' (612) 454-8100 March 18, 1987 BARBARA MCCARTHY DAKOTA COUNTY SOIL & WATER CONSERVATION DISTRICT 831 THIRD ST FARMINGTON MN 55024 Dear Barb: BEA BLOM6UIST Mgcr THOMAS EGAN ,MMES A SMITH VIC ELLISON THEODORE WACHTER 0a 11 MambM THOMAS HEDGES CIN Aam? EUGENE VAN OVERBEKE ON Clark I have enclosed several items which we would like the Dakota County Soil and Water Conservation District to follow up on. Listed below are the projects and a brief explanation of their status. Lynn Chakoian has already picked up the grading plans so you may already be familiar with these projects. -Northwest Aerospace Training Center Phase II: The grading portion of Phase I started last year and should be basically complete. Phase II was approved last year but the permit was not released until just recently due to DNR approval. Fawn Ridge 2nd Addition: This project is no longer covered under the grading permit due to an active development contract. However, the same conditions and responsibilities apply. There are a couple of ponds in this development which are not adequately protected. A field inspection -: should reveal this and other problems. Wilderness Ponds: This project is similar to Fawn Ridge 2nd Addition as far as potential problems. It is not quite as far along in the develop- ment stages so it would be advantageous to get this project up to standards before any damage takes place. - Greensboro 1st Addition: Greensboro 1st Addition is already well underway with the rough grading, utilities and several homes in and functioning. They could, however, use an inspection with recommendations. Greens- boro 2nd Addition is the portion of the grading plan to the north and east. This project should be underway within a month so a review concentrated on the 2nd Addition would be appreciated. If you have any questions, please contact me at 454-8100. Sincerely' ?? ig E. Knudsen Engineering Tech CEK/jj THE LONE OAK TREE... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY L I B I Ls? 1?1 G LUG ? NO March 3, 1987 Mark Westin M.A. Mortenson Co. P.O. Box 710 Minneapolis, MN 55440-0710 RE: NATCO Dear Mark: In an effort to satisfy your request to reduce the number of full height partitions (151-6" tall) and construction costs, we have reviewed 121-0" tall, one hour rated corridor walls with a one hour fire rated suspended acoustical ceiling with Steve Hanson of the City of Eagan. He agreed with the concept assuming we maintain the one hour enclosure around the egress corridor. In addition, since we are using the interstitial space as a return air plenum, no combustable materials will be allowed between suspended ceilings and the deck above and electrical devices must conform to code requirements. Bonnets must be provided above recessed light fixtures and fire dampers installed when duct work penetrates the rated walls or ceilings. LWSM felt the lowered egress corridor concept would result in a savings on ground level, and the B, C, D and E wings of the second level. But the A section of second level and the third level would be better off with the full height partitions at the corridor walls. We agree with this thinking, which is reflected in the deduct alternate for Bid Package #8 I recited over the telephone to you on March 2, 1987 as follows: Submit a deduct alternate to lower interior full height one hour rated corridor partitions to 121-0" tall, maintain the one hour rating and finish to accommodate a one hour fire rated suspended acoutical ceiling by others. Typical at corridor A130, A131, A132, A144 (excluding electrical rooms A120, A150), B104, C101, C201, C206, C208, C213, C228, CM, C230, D201, D210, E201, E210. By copy of this letter, I ask all parties to respond to this concept. If any questions or comments arise, please call. iam A. Schoen tKeSchultz, erel , Copy: Jim Thorne, Bob Ritchie, Jim Heyer, Steve Hanson WAS/sg SCHOEN ASSOCIATES ?,ei?.' ?uanue,<?rcndFc?k::,NGS?,'201 7()i-746-439 Steve Hanson Construction Analyst 3830 Pilot Knob Road P.O. Box 2199 Eagan, Minnesota 55121 March 23, 1987 RE: NORTHWEST AEROSPACE TRAINING CORPORATION Dear Steve: I would like to review the following items we discussed on the telephone Tuesday, March 10, 1987. In our previous meeting in your office, we determined the type of construction would be Type II Fire Resistive. Table 17-A indicates the following: Structural Frame Permanent partitions Shaft Enclosures Floors - Ceiling/Floors Roofs - Ceilings/Roofs 2 Hour 1 Hour 2 Hour 2 Hour 1 Hour (exception 1806) I have enclosed product specifications, installation instructions, and test data supplied to our office from M.A. Mortenson Construction. Please verify that your specifications have been accommodated. Supporting Information 1. 5-1/2" normal weight concrete was used at floor and roof decks except roofs at D and E wings. 2. The 3" composite floor deck is a Q199324 and QL99336 20 gage G-30 galv. 33,000 P.S.I. min. Cellular deck is QL- GKX-24" 20 gage G-30 galv. 37,000 P.S.I. min. "D" and "E" roof deck is 3N22 painted. 3. Roofing insulation is a one pound density EPS tapered polystyrene. 4. Cellular deck has bottomless trenches and tapemate inserts are Ked-S3. SCHOEN ASSOCIATES 667DeMersAvenie,GrondForks,ND58201 701-746-1439 Steve Hanson March 23, 1987 Page Two 5. The building is classified as restrained under Table Cl of 1986 Underwriter's Laboratories (page 13). 6. Canopy steel cantilevered over the front entrance will be fireproofed because it is a continuation of the structural system. 7. "X" bracing will not be fireproofed. If you have any further questions, please call me at your earliest convenience. Thank you. Schoen Copy: R. James Thorne Bob Ritchie Ken Schultz Jim Heyer Mark Westin WAS/sg lath, plaster, stucco, drywall, fire proofing, exterior wall systems, plaster, stucco, lath, fire proofing, exterior wall systems, lath, plaster, stucco, drywall, lire proofing, exterior wall systems, plaster, stucco, lath, fire proofing, exterior wall systems, lath, plaster, stucco, drywall, fire proofing, lath, plaster, stucco, lath, drywall, fire proofing, exterior wall s stems plaster stucco, lath, lire proofin exterior wall s stems, lath, plaster, stucco, drywall, fire proofing, exterior wall systems, plaster, stucco, lath, fir exteri all systems, d , pla tuc lire proofing, exterior wall systems, plaster, stucco, lath, fire proofing, exterior wall systems,l tin eriorw, cling, exterior wall systems, lalh, plaster, stucco, drywall, fire prop 3st co, lath, plaster, stucco, drywall, lire proofing, exterior wall systems, ri as ofing, lath, exlerior wall systems, plaster. stucco, fireproofing, exteri or wall systems,lalh,plasers rod ail fir roofin d all, exterior wall systems, plasterstucco, lath, fire proofing, exterior wall systems, lath, plaster, stucco, drywall, Lire prcco, lath, lire proofing, exterior wall systems, lath, plaster, stucco,drywall,fireproofing, exteriorwallsystems,plastei If I r 11 systems, lath, plaster, stucco, drywall, fire proofing, stucco, exterior wall systems, plaster, stucco, lath, fire proofing, a I. s drywall, fire proofing, exterior wall systems, plaster, lath, stucco, lath, fireproofing, exterior wall systems, lath, plaster, stucco, drywall, fireproofing, exterior wall systems, plaster stucco, lath, fireproofing, exterior wall systems, lath, plaster, stucco, drywall, fire proofing, exterior wall systems, plaster, stucco, lath, fire proofing, exterior wall systems, lath, plaster, stucco, 314 North 17th Avenue, Hopkins, Minnesota 88343 (612) 833-1238 March 18,'1987 CHECKED `?......_..__ SHOP DRAWING ? REJECTED M.A. Mortenson Company D FURNISH AS CORRECTED M. A. Mortenson Co Corrections or comments made on the shop drawings . MAR Q 1987 700 Meadow Lane North during this review do nr.: rolieve contractor frc.n com- lia i h Minneapolis, MN 55440 This cheadoes not in any way rslN the p nco w t requirements of tha ;':rsvi;rc;a end specifications. This i; only iorrev;evicf,,4-rrol eubcomraetororauppeerolhis reapenal• billy to venly lheaccuraeyoldstails puantltNe Attn: Mark Westin and dimensions conformance with the .- '- 1 con cep ` . ,•; ?' -^t and general com lianc i h h , p e w t t e info. r,:;.Jo;'.';:e:?:l !n the contract documents Th Re: Northwest Aerospace Training Corp. . e confractcr is respz,;siafe for: confirming and correlating all quantities and Eagan, MN dimensions; selecting fabricaton processes and Specification Section 072513 3 techniques of construction; coordinating his wcrkwith Sprayed On Fireproofing that of all other trades; and performing his work in a safe and satisfactory manner. Gentlemen: SCHOEN ASSOCIATES i7--87 5 - Date C er uct on We herein submit manufactures product specifications, installation instruct ons And test data, as required by specification section 0725 Para 1.3 Line B. 3 The following schedual hourly ratings and U.L. Designs are applicable: Hourly Location Requirement Primary & Secondary Floor Beams 2 Hr. U. L. Fireproofing Design Thickness D 858 1/2" 3 Metal Floor Deck 2 Hr. Under Header 2 Hr. Duct + 4" Ea. Side Under Bottomless 2 Hr. Trench Header & 4" Ea Side 3" Cellular Floor Deck 2 Hr. under electrical inserts + a horizontal width of 12" beyond edge of insert Roof beams under metal 2 Hr. deck w/conc. D 858 3/811 D 858 7/8" Crest 5/8" Valley 5/8" Flat Plate D 858 1 3/4" Crest l 5/8"Valley 1 5/8" @ Flat Plate D 858 7/8" D 858 1/2" 3" Roof deck w/conc 2 Hr. D 858 3/811 1 i 3" Roof Deck without 2 Hr. P 815 1 7/8" conc. Primary 5 Secondary roof beams 2 Hr. P 815 1 1/2" Adjustment of material thicknesses for W/D ratios are as follows: 5/8" 3/4f# W 6x20 W 8x10 W 8 x 21 W 10 x 12 W14x22 W12x14 W14x26 W14x26 W 16 x 31 W 18 x 35 Columns Min Size W 8x48 2 Hr x 829 1 1/2" Min Size W10x49 2 Hr. X 829 1 1/4" Re epctfully, Thomas R. Johnson Reuben E. Johnson Co. TRJ/llb 1HZ FIRE RESISTANCE RATINGS (MV)-Continued H. H. Robertson Ca-24 in. wide, OL Types 3 In. 99, WKX. INRYCO, Ina-fl-Bond Types 3N. 3NF, 311F. . y United Steel Dock, Inc.-24 in. wide, Types 3 in. LOK-Floor and LOK-noor Call, in. wide, Types N-LOK and N-LOK Call. Alternate Construction-Noocompcsiw units of me tame type listed above may be Used p video allowable loading is calculated on Me basis of nor,composne design. 3. Joint Cover-pnasuraaensldve cloth adhesive tape. 2 In. wide, applied following contow suet forth units. 4. Trench Header Duet-f8saring the UL Lining Mark). Constructed of steel and provided yr metal edge sorseds. As an alternate construction, trench header, and the additional MkkM of sprayed fiber below them may be coined. ft 5. Access Openirps-As required, with gromm ma. It 8. Fiber Spnyadr-Applied to waned steel surfaces which are free of dirt oil or loose out, spraying with water to the final thickness shown above, and In table haloes. The use of are she and sealer and tits tamping of fiber am optional. The min Intl density of the finished tea should be 11 pct and the specified fiber thicknesses require a min fiber density of 11 pct F areas where the fiber density is between 8 and a min fiber density of i t pct. For areas who the fiber density is between 8 and I i pct Me fiber thickness shall be increased in scar once with the following formula: Thieknesa, In. _ (1111Deslgn Thickness, In.) .? Actual near Density. pd. , t sign n. Fiber density shell not leas than en 8 8 pd. For mashed of density determination refer w the a elpn Information Section. s. Restrained - Unre$hmbWd Unmetn Min Tnkblpa--In Assembly Andre Assembly RMIng Bum Rating (Been) Hr. Mr. Mr. 3/4 3 - l y. 1'/. 1-1/a 3 2 2 s' 13/8 3 3 3 Double A/D Distributors. Ltd-A/D Type FP. ..., 7. Altemate Lightweight Corrente (Not Shown]-Expanded snow, clay, or eats aggregen bF pawry.tlrt.lned mmethod:Ilehtw1 paelrtphtPartstsnd cemenbyt.bu2/3kvolpansumsand,ex3elra prts line rge=eightesggofengn 1 ium compressive strength, th, vibrated. l As an e. option, , welded d wine msnt fabric par my g be piece the e concrete. 'Bunny the UL Classification Markup. FIRE RESISTANCE DIRECTORY tg3 FIRE RESISTANCE RATINGS (MV)-Continued INRYCO, Ina-Hieond Types S, SF N, NF, HF, 2 or 3 in. V. and 2 or 3 in. NFm Roll Form Preduu Ina-lock-Form Types 81 SLF, P1SLF, CiSLF, P331-F, C331-F. United Steel Deck, Inc.-24, 30 or 36 tn. wide. Types 1% in. 8-LOK and a-LOK- Call: 24 in. wide Types VA 2 or 3 in. LOK-Floor and LOK-Floor Cell. Side joints of United Steal Deck units must be welded together 36 In. 0 C. Wheeling Corrugating Co. 24 in. wide, Type S&200 or -300. Altemate Construction-Noncomposrte units of same type listed above may be used provided allowable loading is calculated an the basis of nancompcaiw design. 3. Welded Wire Febric-8x8, WI.4xW1.4. 4. Joint Cower-2 In. wide pressure sensitive cloth taps. 5. Trench Header Duet--IBeenng the UL Listing Mark). Constructed of steel and provided with maul edge screeds- As an ahemate construction trench headers end the additional thickness of sprayep fiber below them may be omitted. 6. Access Openings-As required, with grommets. 7. Fiber Spayed'-Appfied to wenad steel surfaces which are free of dirt, oil or loose scale by spraying with water to the final thickness shown above, and in table below. The use of adhe- sive and sealer and the tamping of fiber are optional. The min Ind canary of the finished fiber should be 11 pet and the specified fiber thicknesses require a min fiber density of 11 lock For areas who. the fiber density is between 8 and 11 pct, the fiber thickness shall be increased in accordance with the following formula: it II Design Thickness, in I Thickness, in. . Actual Fiber Density, pro Fiber density shall not be less than 8 pct. For method of density determination refer to the Da-. sign Information Section. Unrsee tried Restrained U.0 him Min Thleknees Assembly Rating Assembly Rating Beam Rating an Bum On) (Hr) (Hr) fHr) 1/2 1 2 1 14/8 2 2 2 Double A/D Distributor,. Ltd-A/D Type FP. s. 6hesnCOrmeetor Studs- Optionos 400ot Shownl--Studs.'/4 in. diem by 3 in. long for I IA in. deep farm units to 5'/4 in. long for 3 in. deep form units, headed type or equivalent per AISC spealficarims. Welded to the top flange Of beam through the steel form unit.. 'Bump the UL Classification Marking. Design No. D868 Restrained Assembly Ratings-1, 11/,, 2, 3 and 4 Hr. (see item a) Unrestrained Assembly Ratings-1, 114, 2 and 4 Hr. (see (tern 81 Unrestrained Beam Ratings-1, I V& 2 and 4 Hr. (See item al 9 (D Bum-WSx24, min eke. 1. Nermel Weight or Light Weight Conente-Normal weight concrete carbonate aggrep 150 t 3 For unit weight 3500 pal compressive strength, vibrated. Light weight eoncrels, paraded shale or slaw aggregate by roury-kiln method or expanded of" aggregate by rat kiln or simered-prate method; 1 part pordsnd cement % paro sand, 3 parts fine light vre' aggregate, 3 paro medium light weight aggregate, by bulk volume, 2 of air antramm4m bag of cement 110 f 3 pd unit weight. 3000 psi compressive strength, vibrated. 2. Steel Floor and Form Unite'-Compuhe 1/., 1 / 2 or 3 In. deep Italy unlu,24, 30 or 38 wide. min 22 MSG for fluted and 20/18 MSG for cellular units, welded to supports S or in. O.CAdjecent units, buno"unched or welded together 35 on. O.C. alone side joint spans containing trench headers allowable loading shell be calculated on are basis of m composite design. The following combination of units may be used: (1) Alternating one 24.30 or 35 in. wide fluted unit to one 24 In. wide cellular unit (2) Alternating one 24 in. wide 18/15 MSG min cellular unit w one 24 In. wide, 15 MSG I fluted unit with awry third fluted unit replaced with two 12 In. wide 18/18 MSG min lular units. (3) 24 or 38 In. wide 22 MSG min noted units welded to supports 8 or 12 In. O.C. Bowman rAmetruction Preducn, Elwin O. Smith Div. Cydope Corpr24 In, as Typo, 212V.Grip or 312V-Grip. Consolidated system Ire.-24 In. wife, Types Cl or 3: 24, 30 or 38 K w Type CFD-11-6. - H. H. Robertwn Co 24 or 36 In. wide OL Types 3 In. 89, WKX. NKX, NKC, 21. LOOK FOR MARK ON PROn11CT Q 4 10 3 Q t0 4 3 CHEC EO a 7yY SHOP DRAWING M A. Moffenson Company MAR 2 01987 Thus check does not in my way relieve tin 5ubp0ntr4Ctor or Wpplur of his mMgme- OrINy to verity theeccuracyof dela4e quantities and dimenstans LOOK FOR MARK ON PRODUCT Design No. D862 Restrained Assembly Rating-2 Hr. - Unrestrained Assembly Ratings-1 and 2 Hr. Unrestrained Beam Ratings-1 and 2 Hr. FIRE RESISTANCE RATINGS (BXUV)-Continued Brm--W 10X25, min size. 1. Normal Weight or Lightweight Aggregate Concrete-Normal weight concrete. carbonate w siliceous aggregate. 150 +or- 3 pd unit waght 3,000 psi oinpressive strength, vibrated. Lightweight concrete, expanded shale. clay or slate aggregate by rotery kiln method: 113 (+2, -5) pd unit weight 3,000 psi compressive strength, vibrated. 2 Steel Floor end Form Untis•-Composite 2 or 3 in. deep gslu units. Min gouges are 22 MSG for fluted and 20/20 MSG for cellular. For spans with trench headers the allowable loading ,hell be based on noncomposite design. The following combination of units may be used: (1) All fluted; (2) All 24. 30 or 38 in. wide cellular, (3) Any blend of fluted and 24, 30 or 38 In wide cellular, (4) One or two 12 In. wide cellular alternating with fluted or 24 and 38 In. wide cellular, (5) One 12 in. wide cellular to one or more 24 or 38 in, undo Rated; 16) One 12 In. wide cellular to two or more 12 in. wide fluted. ASC Pacific Inc-24 in, wide Types 2W24. 3W24; 38 in. wide Types 2W38, 3W38. Bowman Coommortlan Products, Elwin G. Smith DN. Cyleow Cars-24 in. wide Types 212VGnp or 312V•Gnp. I Consolidated Systams, Inc. -24 in. wide Types CFO-2 or -3. Epic Metals Corp. 38 In. wide, Type EC200; 24 in. wide, Type EC388; 24 or 30 m. wide, Types EPC2, EPC3. Ma Feb products. [no,•-Blend 1, 5 or 8 only. 12. 24 or 38 in. wide Mack-Ice 2 or 3 fluted; 12 in. wide Mao-Way 2• or 3$33 MTWA Adjacent fluted and cellular units welded or screwed together 30 in. O. C. along side johns. Screws shall be 3/4 in. long No. 14 sea-uppmg and eek•drllling steel screws. d H. H. Robertson Co.-0L Types 12 in. wide TKC; 24 in. wide 2 or 3 in 99, 121, AKD, A", NKX, TKX. WKD, WM: 38 in., wide 2 or 3 is 99, AKD, A". WKD. WKX: 24 or 30 in. wide, 3 1.. OL-GKX GKXA: Metric unitsfirst number indicates nominal height second number indicates nominal width of unit I. mm; QL-77- 800, -77-900; OLC-78.800. 48-900, -78-A-800. -79.8.800. -78•_900, -78-E.900. -78-F-900. Adjacent OL Types 3 in. 99, 121, TKC. TKX, WKD, WKX, GM GKXA units welded together 80 in. O.C. met along side joints. Adjacent OL Types 2 or 3 in. 99, AKD. AM WKD. WM GKL GKXA, units may ba screwed together 49 is.{ O.C. max along side joints (in lieu of welds 80 in. O.C. most wdh 1 in. long, Nei, 10 self-tapping and eslf-drilling steel scrovn (except as noted under Item 8). 1 Roll Form Prods, Inc. -LOCK-Form Types 12. 24, 38 In. wide C20LF. P20LF, MILE, 01, of Nacos Corp.-24 or 38 In. wide. Types 2VL4 3VU, 2VLF 3VLP. United Steel Deck, irm,-24 in. wide. Types LF2 or LF3; LFC2 or LFC3. Units .X' be welded or fastened together with min. 1 in. long No. 10 "If-drilling, selftap, ping steel sernvs 38 in. D.C. I Spacing of welds attaching units to support shall rid exceed 12 In. O.C. Union speckled pm amiss, for specific unit types, adjacent units button-punched or welded together 36 In. O.C along aide joints. - Alternate Construction--Noncompoam units of the wine type listed above may be used tens vided allowable loading is calculated on the basis of noncomtadBe design. 3. Joint Cover-2 In. wide preuumeensitve cloth rope applied following the contour of the noel floor unit- -• rd 4. Welded Wire Pebdo-8 by S-WL4 x WIA. _ vl S. Header Duct and Fltting"Beanng the UL Usting Marko 1 v, in` deep by 0% In. wide, Housing constructed of steel. "'+^ fl. Trench Header -(Bearing me UL Ustirg Mark). Constructed of steel and provided with motsF edge screeds. When the trench header is located near a support the laadcmrying capacity Of _ the wan may be based on the allowable moment ce shear straw of the floor units at the edge of the trench header away from the support, or on the allowable composite moment or ahw capacity of the slab at the center of the span. whichever governs- As on alternate, trench headers. jBeering the UL Using Mark) without the bottom pen may be u"& The allowable superimposed load for opens with a bottomless trench header shell w based on nor-composite design. The bottomless trench header, with a met width of 38 In. consists of two cell closers wish conform to she contour of the floor units, placed along rile aides of me desired trench header location an welded to the floor units. The side rails, con, sisbng of extruded aluminum screeds secured to Italy steel channels (min 18 MSG), am pod Honed over the cell closers, aligned, and welded or riveted M the cell disease and floor units A separate U-shaped gale steel channel (min 18 MSG), taming as the power compartment M welded or riveted to the floor units. Steel cover plates,'/ in. thick, shall be secured to the side rails. In bottomless trench images wider than 18 in., each side joint of the awl floor unite shell be welded with e i in. long weld near the trench hmeder centerline. For GLGKX-24 d 30 cellular floor unite only, a operate KED-FTS (UL Usted) power transition *leave Is W -ii LOOK FOR MARK ON PRODUCT ItXt XC6IYI PIeI:G YIXC4rvn• .ydp ? FIRE RESISTANCE RATINGS (BXUV) -Continued cured to power compartment with one twat or screw. The use of the bottomless trench head. at requires additional protection underneath the trench header. (Ses Item 81. BA Feeder Olld System-4A% ah mats to Item 8). C...I= of 3 in. deep, nom 24 in. wide. 20/18 MSG Type QL-WKM or GL-WKM-E cellular steel floor unit (feeder dual and nom 24 by 24 in. junction boxes. The valley between the two cells of the feeder duct may or may not be caw trod by a east-plate to form a third ..It. Feeder dust installed at the same elevation and pep particular to 2 or 3 in. deep fluted and/or cellular steel floor units which are dnalwersd from support beams on one or beta sides of the feeder dust The junction boxes consisting of extruded aluminum screeds, 18 gale steel outside flute elamims. 18 gals steel compartment divider and 0.21 In. thick steel Cover plate are used at intersections of 2 or 3 in. cellular units and me feeder duct, where desired Bottom tabs of the flute closures are fastened to me veF toys of the 2 or 3 in. units and to the feeder dud with self-drilling tek fasteners: while the con at plate is retained in position by four latch clips, one near each comer of the plate. The height and the level of the aluminum screed are adjusted by four adjustment screws, two each on opposite fides. In between the junction boxes the ends of the 2 or 3 in. fluted and/or cellular units am covered with steel end closure angles tack-welded to the top of the units. Welded wire fabric atom 4) amends over the feeder duct between junction bases. The allowable superimposed bed for spans with the feeder dud system shall be based on noncomposne design. Steal studs with discs (Item 11) shell be welded to the underside of the feeder dud in two rows. The spacing be anon rows shall not exceed 22 In. O.C. and the spacing of studs in each row shall not exceed 24 in. O.C- The use of this feeder duct "mom requires additional protection underneath the feeder that (Sao from 8) H.K Robertson CO. 24 in. wide Types OL-WKM or QL•WKM.E, SB. Trench Heider-With an intermittent bottom (as an alternate to Item 8 or BA for 2 It or less ratings onlyi -IBeadng the UL listing Mark)-The allowable superimposed load for spans with an intermitted bottom trench header shall be based on noncomposite design. The intermittent bottom trench header, with a maximum width of 24 in.. consists of a horizontal closure plate (min. No. 22 MSG). over the fluted deck sections at the desired trench header lacsaim and el- fixed to the floor units by welding or screws (No 14 by 3/4 In. long self-tapping, sNf-0nllingk At the trench header where horizontal plates cover the fluted units, concrete is to be vibrated Into the voids formed by the plate and fluted units. The side rails consist of extruded alums num screeds secured to the gals steel channels (min. No. 18 MSG), positioned over me edge of the horizontal closure plates, aligned and welded to the cells and fluted floor units. A saps. rata U-shaped gels steel channel (min No. 18 MSG), serving as the power compartment Is welded to the horizontal closure plates and floor units. Steel cover plates 1/4 In. thick, shall be screw attached to the side rails. For 2 In or less Restrained Assembly Rating, the required fireproofing thickness below the intermittent bottom trench header and extending a min. of 4 in. beyond the sides of this trench header shall be 1-1/8 in, 7. Acceo Openings-As. required, with grommets. 8. Fiber. Sprayed'--ADDlietl by spraying with water. In several coats to final untomped thickness shown in tables below, to steel surfaces which are free of dirt, it or scale. Use of adhesive is required under bottomless trenches and cellular units, optional an other conditions. Min avg uinemped density is 13 pd on beam and steel floor units with min ind untamped density of 11 pd. For method of density determination refer to Design Information Section- Restrained Min Required Min Fiber Assembly Unrestrained Thickness Rating 0" Beam Rating (W) an Spun (It) 1 1 v, 1% 1 2 1 3 { 3 t v. 3 1 Y. - 4 I'G General Floor Anse twithout "narrational In e Min. Rin Sbakn s 66abXd Aswan Thickness, icThickness, , In. Aseem• bly Form CTypees Flat a ok (Hr"t Ott Type Type Crest Valley Mite Rating 1NrR1 1) 2 or 3 in. -1499: Memo UnItsOL-77-000, •77- ]• ' -3; 2W, P. 3110 LW Unprotected# or 3 in. OL-99; Metric •WKD. AKD; LOOK FOR MARK ON PRODUCT .?.a_ Isi, FIRE RESISTANCE DIRECTORY- - --?. FIRE RESISTANCE RATINGS (MV)-Cantinued -: - Rr SbYr d RM Min. 9trWr d Alesmn• .'-- ick Tblduwea, In Aee41 r .: Form Unit Typo ?te a.n v.e.y Rat My ILte Ram1 au W-M 9 D97t1 .: C30LF, C331F. LFC2,3; NW •/. 1 1 r, 2VLP, 3VLP .} (3)2 or 3 In. Gt-99, 1`200, - - _ P30LF; 2VLL WILL - ' EC266, 386, EPC2, ' ' 3, LF23; 2W, 3W: , 212V-Grip. 312V-Gdp CFD4,3: QL-OKX r -TKX-NKX. A",-WKD, AKD: C201-F, C300. C331-F, LFC2, G3: LW % / 1 V. 2VLP.3VLP (4) 3 in. QL-99, P301 F, 3VLL EC388. 3W, 312V-Grip, CM3 LF3: QL-WKX-TIM AKX -TKC, AKX. -WKD. -AKD. GKX, GKX-A: C20LF, C30LF, NW % i'/a C3FL.LFC3; 3VLP _ - (5) 2 in. QL-99, P20LF, 2VLL ,. - EC266, LF2.2W. 272V-Grip, NW V. CFD-2. (e) 3 in. OL-99. P30LF, 3VU. - " EC388. EPC3. 3W, 312V-Grip : S. CFO-3, 153: QL-WKX,-TKX ,, . -NKX, -TKC. AKX AKD. - .WKD. GKX GKXA: C201-F. C301-F, C331-F. MAC-1.00; 3VLP NW s?. -. % R 2 1 (7) 3 in. OL-99. P30-1-F. 3VU. - EC-366, 3W, 312VGnp: CFD3.. _ LF3: QL-WKX -TKX AKX, ' TKC,.AKX. AKD. -WKD, GKX C30LF, GKXA; C20LF , , C33-F, LFC3. Meca 01(3: 3VLP LW % /. % 2 i (8) 2 in. OL-99,-121• P20LF. ' P33LF, 2VLL EC288, LF2. - - .-0, 2W, 212VGdp, CFP2, MAC10K2. - NW % .'A -. . . 2 20LF. ' (8P i LF, 2VLL EC288, 33 2W; MACIOK2. EF3; 312VGr p; CFD3; 3W: OL-WKX,-WKD. GKX, GKXA: ' Used. UnitipQW-78-800, NW , -79.900; EPC3, C30LF; or W '/ s/ % 2 MAC10K3. 2 or 3933 MTWA L . . (11) 3 in. OL-99; Metric - UnitsGL-77900. -77- 800: F300. WILL EC388. LF3: 3W, 312V-Grip; NW 3 1`h CFD3. a (12) 31n. OL-99; M4Wc i UniteG1L.774800. -77- :y 900: P30LF, WILL - LW % y 3 3W, 312VGnp. CF63. NW ' (13)QL.WKX •WKD. GXX, GKXA: ? sa Metric UmnGLG78900, or - '? 3 .78.900: C30IF, LFC3: 3VLP LW - A. (14)2 In. OL-99, OL-121. - ,>4 P200, 2VU. P331-F, NW '/. •/. - 3 1.6 EC288, LF2:2W. '178f (15)2 In. OL-99, OL-121. P20LF, P331-F, 2VLL LW 3 EC288, LF2: 2W. T? (I tQL:TKX QUNKX QL-TKC, QLAKX OLAKO: C20LF, 1/ 3 1X C33LF, EPC2: 2VLP NW _ (17)QUTKX. GL-NKX. QL-TKC, ,- CLAIM' QL.AKD; C20LF, C331-F. V 3 yyr EPC2 LW . (1813 In. QL-88, QL-WKX GL-WKD. QLGKX, QLGKXA: , Metric Units-01,47.600, .77.900, 01.C-79.800, NW 1% % %. 4 2 .78-900 w w FIRE RESISTANCE RATINGS (BXUV)-Contlnoed 1mr Re, 9bs rrd bly MW Fiber Btn Asser, 7711EKile4 IM P1tt " A bly REW9 Concirst, ths" Type type f7est ve9ey plate Re" arm )19)2 in. OL-99. QLAKX NW 1,/• 1,A 1y, 4 4 OLAKD #Wben floor loan. (between support.) contain a blend of fluted and to llularunit m ttliclklnesseof With inserts, the shire surface of "Wet units must be sprayed IM1 Under Nea t I2013In.OIL7-61-99; Metric -77- 7- _ 900: 01-G78 WILL •78- 900; P30LF, 3VLL i0ill, Q LF3: X, Q .WKD. p, GL-3; CL-GKX- '-TKX, NW - 1 tar l1KX AKX EPC EPC2 or C201-F, C30LF. C331-F, LFC3: 3VLP LW V. ? y, 0#4p# (21)2 In. OL.99. P200, 2VLL NW EC288, 02: 2W. 212V-Grip; or ?• _ 1 1 or cFo-x. LW V. 0### (22)3 In. OL-99, QL-WKX OL-WKD, QL.GKX, OLGKX-A; Mode UniteG1--77900, -77-900: 01-Will- goo. -78.900; P30LF, NW N WILL EPC3. LW y / •/. 1 /. 1 C30-F, LFC3; 3V-F. (23) 2 1n. OL98, P201-11', 2VLL NW or TV 1 LW s NW or 'A z 1 Lw 3/4 NW or 2 1 LW % y NW or 2 2 LW A Y. NW or '/ %. 3 1 Vs LW 1 . NW % 3 1'A LW I AnK GnR MARK ON PRODUCT M LOOK FOR MARK ON PRODUCT _ e ..__..?..z - "- - FIRE RESISTAN CE DIRECTORY FIRE RESISTANCE RATINGS (BXUV)-Continued Min. Fbw 9trated 4eenr• .. Aeeurl• TNWru, In Of T FM bly e C 1py[T jpe ? Creel v" plan 112111,9 (11" •; 900: P30LF, - eD WILL EC388, ' LF3; 3W: 312V-Grip; - CFO-3;01.WKX. NW ",.aM. GKX GKXA-WKD; or EPC3, C301F. LFC3: 3VLP LW V. % '/ 1 1 * (30) 2 in. QL-99. P200, 2VU, ,y EC288, LF2: 2W: 212V-Grip; CFD-2: 01.TKX, NKX. NW ,v . AKX -AKD: EPC2. C20LF, Of ? C33LF, LFC2, 2VLP LW .. 1 1 x - ' . 0#*# 131)3 In. OL99: Metric 11-y unn.n1-77-800--77. , -.. - :31 900: 01-C-75-64)(1-73- 900; 1`301-F, WILL EC388, LF3: 3W; 312V-Grip CFD-3: QL-WKX GKX. NW " GKXA, -WKD: EPC3, C30LF, LFC3: 3VLP or LW 1`/a 32) 2 In, QL-99: 212VGrIP: CFD.2: 2VL; QL-TKX NKX NW '- .. AKX. AKO: EPC2. C200, C330.-LFC2. 2VLP or LW % 3) 2 in. OL-99, -121, P200, - , P33LF. 2VLL EC288. - LF2; 2W; 212V-Grip: CFC2; QLTKX-NKX. NW AKX AKD• EPC2. 1201-F, C330, LFC2: 2VLP or LW 1`/. 2 34) 3 in. 0489: Metric 111. .77. 3 7 JVL1: tl 388, LF3. 312VGrip: ' ` 3W: CFD-3; QLWKX, NW .1 GKX. GKX.,-WKD: or 'e-' EPC3, C300, LFC3: 3VLP LW % 2 .:12 136) 3 in. OL99: Metric - is Unite0477-800, -77- .f/ 900; QLC78900,-78• 900: P30LF, 3VLL -! EC388, 3W, 312VGrip. CFD3, NW _31 LFC3: QL.WKX GKX. GKX-A, or _ 'At. -WKD: EPC3, C300, LFC3: 3VLP LW 1V» 3 .11% - 138) 2 In. QL-99, -121, -2W, -' P20LF, 2VU. 212VGdp, CM-2, P33LF. EC288, 02; NW - ' QL•TKX, NKX, -TKC. -A". AKD; or I 3 1!A ? EPC2, C201-F. C331-F, LFC2: 2VLP LW 1% 1V. V. _ •WKX, OL-99 13713 in Ib . . GKX,GKXA.-WKD; ".,n Metric un1w0L,77- i 00 600. •77-900: QLC78- 1 1Y - 4 " • -Se.2 BOO, 48-900' NW 1% . % ` 1 4 . YV 4' (3812 In. QL99, AKX, AKD - NW I Y. 1 Y. % .+ (Under Bottomnee Trench Header or powder Duetl - N. - 0 Any aforementioned 1 1 ' 1 l or unit NW or LW 1V. , .... 0##7F NW or LW I y. I Y. 1/4 NW or LW 1'/. IV. 1% 2. NW or LW 2% 2% 21/6 3 (Under Epic Mxele Corp„ EPC2C2 or EPC304 Electrical Inexnl r're EPC2 or EPC3 NW - - Y. I 1 EPC2 or EPC3 LW - Y ' I 1S EPC2 or EPC3 NW - - Y» r tY 1`A EPC2 or EPC3 LW - - /r tY , Metric Unit4L-77- • 'O1? EPC2 or EPC3 NW - - •/r 2 2 EPC2 Or EPC3 LW - - Y. 2 1. EPC2 or EPC3 NW - - 114 3 t nnN Cno MARV ^N PRnnUCT FIRE RESISTANCE RATINGS (MV)-Continued - Rin S uldn Vegled .. T1,ldprps. IA AMINT , Forrm Concept Flat bly 11141111111 Unit Type Type Crest V20eF Rath r9 Men 3 (W)" 2 - W EPC2 or EPC3 / 1Y 4 4 W EPC2 or EPC3 N - 1 V 4 4 LW _ EPC2 or EPC3 . (Undx Meeieb Produen, Irre. MSIX Inwrte) , 2. or 3-833 NW - 2 2 2RWA 1. or 3-833 LW - - Y - 2 2 MTWA (Under H. H. Robertson Ca Tepmete tl or H-EA Electrical Inserts) QL-AKX. V. 1 1 OL-WKXMetric NW - - or UnbeQLC78- - y 7 1 800.48-900 LW - - , % 1 1 QLAKX LW - OL-AKX, -WM Metric Unhe• OLC78-800, NW _ 78900 ,y» 1Ya 111 OLAKX LW - - Y 191 1Y QLIVKX Mahe - .78-900 LW - 6 I 'A WKX A QLAKX - - . Metric Ui OLG78.800, NW - - V. 2 2 7&900 QLAKX - LW - - Y. 2 2 OL,WKX, Metric UninALC-78- LW - - .2 2 800,-78.900 NW - - y/ 3 - 2 QLAKX QL.WKX: Metric UnKpOLC78- - - -78-900 NW _ _ 800 1y» 3 2 . OLAKX LW - - 1 V. 3 2 OL.WKX Metric UniuGLC78- LW - - 1% 3 -2 SM.-76-900 - NW 1% 4 4 - QL-A" - QLWKX; Metric .. - ` ., -. . UoiteQLC78- 800,-78.900 ,- - NW -. ., - IYr 1 4 (Under H. H. Robertson Co.. Tepmete 1I-FN Or D-EAFN E Electrical Insert) QLA KX-WKX Metric Uniw .M900 NW % I or I IA Metric Units, .78-900 ,. - LW - - Y 1 i .78-200 LW V. IY. t'A Metric Unim -78-goo LW 2 Metric Unks, - NW - - Memo Unite. QW-maw V. _ 2 fY NW - - Y. 3 P/. (Under H. H. Robertepn Co. Tapmets H-FAFN.FCI Elltancel Ineertl OLWKX NW - - % lot .1 1 V. - QLWKX NW - - '/. 2 19. (Under H. H. Roberteon Cp. Tepmete MIN or M-EAFNEIectricel Insert - OLAKO, -WKD: .e Memo Un1w ... . QLC78A900. 4400, 4 LOOK FOR MARK ON PRODUCT FIRE RESISTANCE RATINGS (BXUV)-Continued Urge. . Rr soak" MJIL Fiber StraMW Aaepn . . TNtlowe, In Aseetm b Form T late W Rating Unit Type ype Crum Valley p R ig 111 (Under H. H. Robertson Co., Topcoats m-FN per III-EAFNElectricol Inoens) (Cant Q) 900, -E-900. - '3 .&900 NW - - 1/. "1 --j OL,AKD,-WKD: Metric Und? - 01.0,7B."GO, -p $800, O t 900. {900, :I 4:900 LW - - V. I 1 OLAKO. -MO; _ Metric Units- GLC-7&"00, ae00, c 800, -E-8001 .&900 NW - - %. 1'/. - t/ OL.AKD,-WKD: Metric U.ft. OLO78AAO0, 90600, C_ J 900,{.900. _ 4900 LW - - y. 1'/s 1'/. O -WKD: y Metric Metric Units 0 OL678-A-800. 90000. .- ..j -E-000, 900, " -Fw9 .&900 NW - - V. 2 =t'A OLr1 -WKD: ri Metric e Un 00 OLC 0. -- o, -C, 9909 900, -E-90 900, .& 900 LW %,. - - 2 'A 1'h OMKD,-WKO; -? I Metric "0 -800. O -f0 -600, 900. 800. ...900 F900 NW - - / 3 1 tV. (Under H. H. Robrtson Ce, Topmav m-EAFN-FC1 Electrical Inwrte) OL-WKD NW - - Y. Z' (Undo IL H. Robemaon" Tapmate IV Electrical Inserts. 1 5 GLGKX NW - - V. t' .' 1 i OLGKX LW - - % t + .1 j OLGKX NW - - °/e 11/6 1% OLGKX LW - - V. 1/. I/ OLGKX NW - - Y. 2 21 OLGKX LW - - V. 2 2 OLGKX NW - _ IV. 3 42 OLGKX LW - - IV. 3 "1 OLGKX NW - - 1/ 4 -s?4 (Under H. H. Robertson Co. Tapmate IV-FNS. IV-FN-H, fV-EAFN Electrical Infusing 10 Oi.GKX NW _ _ 1 _ .••Vt ! OLGKX LW - - V. 1 1 1 OLGKX - NW - - Ve 1'/ 1% OLGKX LW - - % 1/ 11/. GLGKX NW - - / 2 ?'-VA OLGKX LW - - %.. 2 1/ OL-GKX - NW - - V. 3 IVs 1Under Roll Form Pradti lean 212RFSO.2.5 or 312RF9M12.5 Intern With RFD-20SC Fittings.) - C20LF NW - - V. 1 ,1f C30LF NW - - / "i ":1 - C20LF, C30LF NW - 1/ .1/ C200, C30LF NW - - % 2 _2 C20LF NW - - 11/. 3 C30LF NW - - 1/. 3 -_2 C20LF li _ - I% 4 -4 C30LF NW - - 1%. 4 C20LF LW - - % 1 -;. 1 C30LF LW - - V. 1 1 C20LF LW - - i/ C30LF LW _ IA C20LF LW - - IVw 2 2 C30LF LW - - •(.. 2 2 C20LF LW - - 11/1 3 C30LF LW - - I'/. 3 2 LOOK FOR MARK ON PRODUCT FIRE RESISTANCE RATINGS (BXUV)-Continued Unas Rlr SWnsd - icn FlEer $tralned A Thickness, In Ass bly Form Concrete Flat bly ati ry Rating - Unit Type 0.2. Type Craig Valley Plate Rating (Hrm Under Roll Form Prods Inc. 372RF90.2 Intorterco With RFO2 RF020.FR Fittinga) C30LF NW - - %. 1 1 C30LF NW - - VI. 1' 1'/. C30 NW - - V. 2 2 1' C30-LF LW - - V. 2 2 2 C30LF NW - - °/w 3 2 #Uw of screwed aide joints is not acceptable. ##Unromamad Assembly Rating can not exceed Unrestrained Beam Rating. ###Entire open with header duct or trench header mum be protected. Unrestrained Assembly paling is 1 Hr for spans with header duct or trench header. If lightweight concrete is used and spent without headso are unprotected, the Unrestrained Assembly Rating becomes 0 Hr. United States Mineral Products Co.-Type D-C/F fiber, Type "E.B.9.- adhesive. S. ShsorCtrnnactor Studs-Option "Not Shown) -Studs. % in. diem, headed-typs or equiv - lent per AISC specifications. Welded to the top flange of boom through the steel floor-umta. Min '/2 in. concrete cover over muds. 10. Electrical Imams-ClapiRtd as -Outlet Boaw and Fittings Classified for Fire Rogmanci (t) Epic Metals Cory. Inserts. Installed Per accompanying installation Instructions over factowunched nisi in 24 in. wide Types EPC2 and EPC3 reel floor units. Spacing shall be not more than one Insert in each 714 sq ft of floor area with not less than 25'/. in. between edges of adjacent insens. Required sprayed fiber thickness (see Item 8) on floor units with insets shell be sprayed the entire length and widen of unite between supports and extend beyond the edge of inserts onto adjs Item floor units for a horizontal width of 12 in. The hales our in insert cover for passage of wins shall be no more Nan '/. in. larger diem than the wins. For abandonment of EPC insens, ass installation instructions. Epic Mettle Corp. Types EPC204, EPC3t . Type EPF2030-SAK scovating finings used with both insert types. (14 Mao-Fsb Preducfa Inc. Inns. Installed per accompanying installation instructions over factory. ij s .nchod knockouts or factory installed aver pre uncmd knockout no[" in MaoWay L or 3.633 MTWA cellular meal floor units. Spacing shall be not more than one Insert in each 7-1/2 sq. fL of floor area with not less then 2 ft, 6 In. " of adjacent inserts. Either Type MSH-400 or MSH450 linings ere installed with MSIX Insert per accompanying Installation instructions. The holes cut in the activation coven for passage of wins shall be not more than 1/8 in, larger diameter than the who. Abandonment requires use of insert cover with no holes in it Required sprayed fiber thickness an cellular Steel floor amts with insens shall be Sprayed the entire length of units between supports and oversprayed 12 in, beyond edges of inserts. MasFab Produced Inc. -MSIX Peons with MSH400 or MSH450 fittings. (2) H. H. Robertson C. ].Sam. (Tapmate 0, REA. lpfl. IIEAFN; Series KE8) Installed per accompanying installation instructions over factory-punched holes in 24 or 36 in. wide OL Types AKX WKX and Memo Uniti Types .78900, 48-900 steel floor units. Spacing shall be not more than one mean I. each 7% sq ft of floor area with not less than 25% in. between edges of adjacent inserts. Required sprayed fiber thickness (see [tam 8) on floor, units with Insect shell be sprayed the entire length and width of units between supports and oxford beyond the edge of means onto adjacent floor units for a horizontal width of 12 in The holes cut in Insen cover for passage of wires shall be no more than '/. In. larger diem than cite wire. For abandonment of Tapmate inserts, sae installation instructions. The Tapmate 6FN insert may use KEEWP-1 autiet box fittings in lieu of the KEB-PC flush cow or fittings. (Tapmate M114 N.FC 1; Series KEB) Installed per accompanwng installation instructions over factoryyunchad holes in 24 or 36 in. Wide OL-W" mml floor units with normal weight concrete tapping. Spacing shall be not more than one insert in each 7 % sq ft of floor area with not loss than 25 / in. between edges of adjacent 'nacre. Required aprayed fiber thicknesses (see Item 8) on floor units with insetss shall be sprayed the entire length and width of units between supports and emend beyond the edge of inserts onto adjacent floor units for a horizontal width of 12 in. For abandonment sae installation instructions. (Tapmate fll FN. III EAFN, 111-EAFN41C 1: Series KECI Installed per accompanying installation instructions over factory-punched holes in 24 or 38 in. wide GL Types AKD and WKO steel floor units. Spacing shelf be not more than one Insert in each 7% y m of floor area with not less than 251. in. between edges of adjacent inserts. R. quired sprayed fiber thickness (see Item 8) on floor units with inserts shall be sprayed the en? tire length and width of units bo mon'supports and extended beyond the edge of inserts oast adjacent floor units for a horizontal width of 12 in. The holes cut in insert cover for Ws Sege of wires shall be no more than 'A in. larger diem Nan the wire. For abandonment of Tailings inserts, sse installation instructions. ' (Tapmate IV, N-FN-S, IV-FN-H, N-EAFN- Swiss KED) Installed Per accompanying installation instructions over factory-punchtd hole. I. GLGKX-24 or .30 floor units. Imens are used in the proactive. active, or abandoned condition. Spacing of inserts Mall be raw moce'then one insert per each 7.5 fnup2 of floor area with not less than 25 '/h in, bs owes- edges of adjacent imam when inserts are installed on OLGKX-24 floor units. Spacing of in Berta shall be not more than one insert Per each 6.25 fbup2 of floor area with not less than 23- . in. bamasen edges of adjacent inserts when installed on OL-GKX30 floor units. Required favored fiber thickmss (am It.. 8) on floor units with inserts shell be apreyed the entire length and of units between supports and extended beyond the edge of means onto adjacent floor units for width a horizontal width of 12 In. The holes cut in insert cover for passage of wires shall be no more LOOK FOR MARK ON PRODUCT FIRE RESISTANCE RATINGS (SX1,11,f)-Continued then 1/ in. larger diameter than the wue. For abandonment of Taping. Inserts. see installation le. ? struchors. The Tapmate DI insert may use KEB-HP-1; Series KEC outlet box flings with the same hourly rss Mg. insert spacing and fireproofing thicknesses tee specified for the Tapmate fl4EAFN electrical leg sera. H. H. Robinson Co-Taprrlals 11, -11-EA 41F1,1, -WEAFN, -B-IEAFNSCI; Series KEB; Towner. III-FN. III-EAFN, Is,-FAFN-FCI; Series KEC. - 13) Roll Farm Prods. Inc. Inserts. 10 Installed per accompanying installation intmctions over factory-punched holes in 24 or 36 wide Types C20LF and C30LF Heel floor unto in normal weight concrete floor. Spacing shop be not more than one insert in each 7'A act N of floor area with not less than 25'/a in. be. twean edges of adjacent inserts. When the floor is composed of normal weight concreb tap ping and Type 312RFBO.2.5 inserts an used In conjunction with Type RFD20-FR finiegs, the spacing of the Inserts may be reduced to one Inman per 7 se. N of floor area with not Icy than 17 in. between edges of adjacent inserts provided the min sprayed fiber' thickness be. naath the inserts is % in.) Required sprayed fiber thickness (see Item % on floor units with in. sera shall be sprayed the entire length and width of units between supports and extend be. round the edge of Inserts, onto adjacent floor units for a horizontal width of 12 in. The holes in [risen cover for passage of wires shall be no more then V. in. larger Clam than the wire. For temporary abandonment of insert, install new Inman cover (with no holes in iti, When Inman with RFD20FR hounds is permanently abandoned, the insert cover Is removed, mineral weed block and protective cap ere reinstalled and the tap of cap filled with ssndcmmnr.t grout flush with me concrete surface. Some procedure used for Inman with RFD.20SC fittings except min' .at wool block not needed. Roll Form Prods., Ire-Types 212RFS0..25 (used with C20LF floor units), 312RF90. 2.5 (used with C30LF floor units). Type RFD20SC activating Finings are used with both insert types. Type RF020.F11 activating fittings used with 312RF90-LB In sans only. 11. Steel Studs With Discs-The stud consists of No. 12 SWG gait steel wire. V. I& VA or 124 in. long for 1, VV 2 or 3 hr protection thicknesses, nspegtivsly. One and of studs weld ad to 12/o In. diem. No. 28 MSG gal, steel disc. The ands of studs opposite the discs shell be welded to the feeder duct in rows running parallel with the feeder duct The distance between the outer rows of studs and the edge of the feeder duct shall not exceed 4 In. The spacing between the rows shall not exceed 22 In. The spacing between nude In each row shall not exceed 24 in. Raamery Components. bec-AfterSot lnyro. ;t.SKI (Restrained Assembly Ratag is 2 hr or Ins with Type FA250 Afar Set Inserts.) Installed per accompening installation instruchons in 2 '/a in.diametor hole coreddlled thre concrete tapping into center m top of call of Cellular floor unit. After-eet Inman may be to sailed on any 11/ 2 or 3 in. deep cellular floor unit specified under item 2, except 12 to wide units with cell width exceeding 7'/s in- Spacing shall be no more than one insert in each 7'/a at tL of floor area in each span wrch not ass than 2511. in. between edges of adjacent inserts; or not more than one Inman in each S sq A. of floor area In each span with spacing along length of cellular floor units no closer than 30 in. OC and 12 in. OC across wkhh of units. When FA250 AfarSn electrical Inserts are used, no additional thickness of protection materiel is required beyond that specified for the general floor area. -. Raceway Components, Ina Type FA250 thereat electrical insert with aufftxes P- C, PP-C or T-C serwce finings. Tube APA375Z finings. used for abandonment of msent. _ ti •?; 'Bearing the UL Classification Marking . . . . .y Design No. D859 =a Restrained Assembly Ratings-1, 1'/a, 2 and 3 Hr. (see item 9) `g? Unrestrained Assembly Ratings-1, 1'/& and 2 Hr. (sae tam 9) ,. Unrestrained Beam Ratings-1,,1 r/b and 2 Hr. (see item 9) 7- .1 pp jrr 9 p- ex- LOOKFOR MARK ON PRODUCT FIRE RESISTANCE RAT 2 5 10 3 8 9 INGS (BXUV)-Continued ?It•2 5 to 3 9 1. B",WBX20, min size. 2. Normal Weight or Ughtweight Aggregate Concrete-Normal weight concrete, carbonate or siliceous aggregate, 145 f 3 pcf and weight, 3000 psi compressive strength, 4 to 7 percent amminad at, vibrated. Ughtweght concrete. expanded Miele or slate aggregate by myry-kiln method; or expanded clay aggregate by rotary-kiln or sintxmdgrate method. 113 (+2. 5) pct unit weight 3000 psi compressive strength. 4 to 7 percent entrained air, vibrated. 3. Seel Floor and Form Unite-Composite 2 or 3 in. deep Baly units. Min gauges are 22 MSG for fluted and 20/20 MSG for cellular. For spans with trench headers the allowable loading shall be based on noncommittal design. The following combinauan of units may be used: (1) All fluted; (2) All 24. 30 or 36 In. wide cellular, (31 Any blend of fluted and 24, 30 or 36 In. wide cellular, (4) One or two 12 In. wide cellular alternating with fluted or 24 and 38 in- wide cellular. Spacing of welds attaching unto ta supports shall not exceed 12 In. O.L. Unless not- ed otherwise, adjacent units welded together 60 in. max along side joints. Retention ConstrupUan Producne, Elwin G. Smith, Olv- Cyclops Coati is wide Ina-24 In. wide, Types CF0.2. 3. in. wide Types 2W24. 3W24; 36 in. wide Types 2W36. Epic Meta. Corp; 24 in. wide Types EC366, ECP386: 24 ar 30 in. witla, Types EPC2, EPC3; 36 in. wide Types EC286, ECP268. Robeson Co- H. H--OL Types. 12 In. wide TKC; 24 In.wide 2 or 3 in. 21. 99. 121, AM NKX WKX. TKX AKD- WKD: 36 in. wide 2 or 3 in. 99. AKX WKX AKO, WKD 24 or 30 in. wide. 3 in. OL-GKX -GKX-A Memo units-first number indi- Came nominal height, second number indicates nominal width of unit in mm: OL- 77.800, .77.900, OLC-78-600. -7&900. -78--8800, .78-8-600. -78.6900, .78F- 900..7B-F-900. Adjacent OL Types 2 or 3 in. 99, AKX, WKX, -GKX, -GKX-A, Atilt. WKD. Meth. units OL-77-600. -77-900 and all OLC Type ..Its may be screwed to, gather 48 in. O.C. max along side joints (in lieu of welds 60 in. O.C. maxi with 1 in. long. No. 10 self-tapping and self-drilling steel screws. Omega Industries. Inct24 or 36 in, wide Types 2F or 3F. Roll Farm Prods. Inc.-LockForm Types. 24 in. wide Type. C20LF. C30LF, C33LF. P201-F, P30LF, P33LF. Untaed Steel Owk, Ina-12 or 24 in. wide, Types LF2 or Us: LFC2 or LFC3. 24 In. wide units may be welded or fastened together with min 1 In. long Na 10 saN- drilling self-tapping noel screws 38 in. O.C. VulorNt Div, of Nucor Corp. 24 or 36 in. wide. Type 2VLI, 3VU, 2VLP. 3VLP. Wheeling Corrrrgefieg Co.-24 In Wide, Type SS-200 or .300. 4. Joint Cover-2 in. wide pressuraaensitive Cloth Cape applied following the conour of the noel form units. 8. Welded Win Fabrlo-6x8-W I.4x W 1.4. 8. Shamir Connector 6twh-Optional-Studs. V. in. diem, headed-type or equivalent per ABC Speci icadom. Welded to the top flange of beam through the steel floor unit. Min 1/2 in. Concrete Cover over studs. 7. Trench Header-fiaearing the UL Uning Mark). Constructed of steel and provided with meat edge screeds. When the trench header is located near a support the loedearrying capacity of the span may be based on the allowable moment or shear gross of the floor units at the edge of the trench header away from the support, or on the allowable composite moment or shear Capacity of the slab at the center of the span, whichever governs. As an altamate, trench headers (Bearing the UL Listing Mark) without the bottom pan may be and. The allowable superimposed load for spans with a bottomless trench header shall be band on non-composia design. The bottomless trench header, with a max width of 38 in., consists of me cell closers which conform to the contour of the floor unit, placed along the sides of the desired trench header location and welded to the floor units. The aide mils, con- mining of extruded aluminum screeds secured to galy steel channels (min 15 MSGI. an post tioned over the cell Closers, aligned, and welded or riveted to the cell closer and floor units. A separate LLshaped gaiv steel channel (min 18 MSG), serving as the power compartment is welded or riveted to the floor unas. Steel cover plates, Y. in. thick. shall be adequately aa- Cured to the side reds. in bonomless trench headers wider than 18 m., each side joint of the LOOK FOR MARK ON PRODUCT FIRE RESISTANCE RATINGS (BIXUV)-Continued B Or '/ in. thick 2.2 Pat min density WellboardAypsuri supplied In 4 It wide sheeted K stalled parpendiculr to the steel roof deck with joints staggered and occurring over the tresb of the .of deck Secured to the deck wrib Adhesive' applied at a rate of 0.4 gal per 100 h ft And, Feemed Plastic 1 to 8 in. thick density of 2.5 pef max, polystyrene foamed plsnla insulation boards sscured to the wallboard with asphalt glaze coat or adhesive. (Note: Adh, awes and/or asphalt glaze coat may be ommed when Item IA Is used.) See Wallboard, Gypsum (CKNX) category for companies which produce Classified wallboard for use in this design. See Adhesive (BYWR) category for companies which produce Classified adhesive for use I, this design. See Foamed Plastic (BRVM category in Me Building Materials Directory or Foamed Pbme (CCVW) category in the Fire Resistance Directory for companies which produce Classified polystyrene foamed plastic for use in this design. 3. Adhesive--TO be used with board insulation. Applied at rota of 0.4 gal per 100 sq ft la Y. in. wide ribbons approx 6 In. O.C. Goodrich Co. The B. F. 4. Vapor Retarder (Sheathing Material'),-Optional. Vinyl film or paper scrim vapor barrier, Vft adhesive to the steel roof deck. overlapped epprox 2 in. on sides. Goodrich Co. The B. F. 5. Steel Roof Dsck-(Unclassified)-Min I IA in. deep and 30 in. wide, gal units. Min gauge 1. No. 22 MSG. Flutes appro. 6 in. OC, cress sports 3ya in. wide, valleys epprox 1 Y in. wide, Attached to supports with welds spaced 12 in. O.C. Adjacent units button-punched, welded P, fastened together with 1 In. long self-tapping, "If-drilling hex head steal screws at 38 in O.G along side join; or Classified Steel Floor and Form UnW'--Nancompoeke IA in. deep, 36 in. wide, oath aided noel deck Min gauge is 22 MSG. Attached to supports with welds spaced 12 in O.C. Adj& cent units buttonyunched or welded or fastened together with 1 in. long self-tapping, 'X drilling hex head steel screws at 38 in. O.C. along side joints Roof Deck Mc-Types A. B-1. B-2 or F. 8. fiber- Sprayed'---Applied by spraying with water. In one coat to a anal unumped thickness as shown above, to stool surfaces which are free of diM oil, or scale. Use of adhesive Is Pp. tional. Use of tamping is optional. Nice: When maul lath I. used on joist full fiber thickness is to be applied over entire support Including the lath. United States Mineral Produele Co Tvpe D-CF with min an density of 13 pal and in Ind denary of 1 I pd of type CF with min avg density of 15 pef end min Ind density of 13 pd. Type ES.S. adhesive/aasler Is optional. For method of dos, - airy determination, refer to Design Information Section, Sprayed Material. 7. Metal 4th--(not shownl-Optionsl- 3/8" diamond mesh, expended steel weighing 3.4 y sq. yd. secured to one side of joist using No. 18 SWG nest Le wire located at the mid height of every other web. 7A Glenn Fiber Mash-AS an alternate to metal lath atom 7) on stool joists. Mastic coated fabric. weighing appros 1.9 or. par aq yd lowered to one side of steel joist. Fabric secured to each web of the loin using one nominal 1.1/4 in. long by 1/2 in, wide hairpin clip farmed facts nominal 0.065 in. dia. steel wire, Hairpin clips shall be located alternately at the top and axis, tom of adjacent web members. 0. Foamed Plastic'-(Nat Shownl--Optlonal. Algid foamed plastic insulation 2 by 4 It boards May be bonded to the membrane or Installed without adhesion after final asphalt glaze coat has cooled. When applying more than one layer, successive layers shall be installed over pr? ceding layer without atuchment Dow Chemical USA---Mss thickness 8 In., extended polystyrene foamed plastic boards, or 4 % in. Mick, concrete moriN-faced extruded polystyrene Type tO board& The unfitted boards shall be covered with crushed stem, or concrete paw, en, at a rate of 10 pd, min. _ 'Bearing the UL Classification Marking ".: Design No. P816 Restrained Assembly Rating - 1, 1 1/:, 2 Hrs (See Item 8) - Unrestrained Assembly Rating - 1, 1 '/a, 2 Hrs (See Item 8) Unrestrained Beam Rating - 1, 1-1/, 2, 3 Hre (See Item 8). iCpa}?4?:i eve ird P.r73' cos ? •ur F -? -srK 1. Steel Boom Of Bar Jdet-WBX18 or 101-14 min size, respectively. 2. Roof Covering--COnsiaung of hen mopped or cold application materials compatible with * sushlon(s( descnbed herein which provide Class A. B or C coverings See Building Materials Directory-Rnof Cownnp Materials. 2A In lieu of ism 2, roof covering consisting of singlsgly Sheethin0 Maerial- that le either bas, LOOK FOR MARK ON PRODUCT FIRE RESISTANCE RATINGS (BXUV)=Continued lasted, adhered or mechanically attached as permitted under the respectwe mamf em.i... Classification. See Fro Resistance Dironory-Sheathing Material (CH12). 3. Pad Insulatipti A Building Unit'-48 in. by 48 in. min thickness, 1% in. max thickness 8% in. Applied with adhesive in one layer over vapor retarder or steel deck with joints occumng over deck trials. Joints in adjacent rows to be staggered 12 in, min. United States Mineral Products Co. B. Or, Mineral and Fiber Boarde-Applied in one or more layers with adhesive applied bs tween each layer and to vapor retarder or deck it vapor rotarder is not used. When more than one layer is required, joints of adjacem laysm are staggered 5 in, min, Min thickness 1 in., max thickness 3'/z in. Not,-For 2 h rang, fiber thickness an deck must be increased to 2'/. in, when this insw lotion is used. International Permelits, Inc. Johns•M,nvflle Corp. C. Or, '/. In. thick. 2.2 pef minimum density Wallboard, Gypsum% supplied In 4 N wide shoes. Installed perpendicular to file steel roof deck with joints staggered and occurring ever the treats of the roof deck Secured to the deck with Adhesive' applied at a rate of 0.4 gal per 100 sq ft. And. Foamed Plastic'. 1 to 8 in. thick, density of 2.5 pd max, poly- styrom foamed plastic insulation boards secured to the wallboard with asphalt glaze coat or adhesive. (Note: Adhesives and/or asphalt glaze coat may be omitted when Item 1A is used.) See Wallboard, Gypsum (CKNX) category for companies which produce Classified wui boom for use in this design. See Adhesive (BYWR) category for companies which produce Classified adhesive for use in this design. See Foamed Plastic (BRYX) category in the Building Materials Olrii or Foamed PlasNt (CCVM category in the Fire Resistance Directory for companies which produce Classified Polystyrene foamed plastic for use in this design. 4. Adhesive'-Used with vapor retarder and roof insulation. Applied in nominal V in, wide nD bons at a rate of 0.4 gal per 100 sq ft. In lieu of adhesive. the first layer of mot insulation may be secured with asphalt applied to a min 50 percent of the crest surface at a rate of 12 to 15 Its per 100 sq ft or with mechanical fasteners (described under Item 2L). See Adhesive (BYWR) category for names of manufacturers. S. Vapor Retemer Sheathing Material'-Optional -Applied with adhesive to noel deck owN. lapped epprox 2 in. on sides. Pantsoote lift, ' 8. Steel Roof Dack-(Unclauified)-Min 1% in. deep. 24 .rt wide. painted or galvanized, Ruled nest deck Min gauge is No. 22 MSG. Flutes approximately 6 in, O.C, cress approximately 3'/a in. wide. Painted steel deck ..its require the use of rib lath atom 7A) Attached to supports with welds spaced 12 in. O.C. Adjacent units button-pariched or warded together at midspan berw.e. supports. 7. Metal Lath-0pdonal-Diamond mesh, 3/8 in. expanded steel weighing 3.4 ib/sq yd. Se- cured a one side of join using No. 18 SWG meal tie wire located at the midbeight of every other web. 7A Glees Fiber Mesh-AS an alternate to metal lath ate. 7) on $eal joists. Mastic coated fabric, weighing approximately 1.9 oz per sq yd fastened to one side of steel joist Fabric secured e each web of the joist using one nominal 1-1/4 in. long by 1/2 in, wide hairpin clip formed from nominal 0 065 in. dia steel vnm. Hairpin clips shall be located alternately at the top and bottom of adjacent web members 78. Rib Lath--Required on painted steal roof deck Flat rib lath with ribs facing down, fasened m stool dock using No. 8 by 1/2 in. wafer head selfEnllin8, self-tapping, coated steel screws spaced max of 15 in. O.C. in both directions for 1 and 1-1/2 hr ratings. Spaced max of 12 in. O.C. in both directions for 2 hr rating,. Lath edge$ overlapped approx 3 In- a. Fiber, Sprayed`--Applied by spraying with water, in one coat to final untamped thickness shown below, to steel surfaces which are free of tlat oil or loose sls. Min average density ,of 13 Pct with min individual of it pcf. For method of density determination, refer to Design information Section, Sprayed Material. _ Restrained - Utuoottyood Unrestrained Boom Minor Thickness. H Aatng, H On Melt .. on In Dow . On jest IYi 1Y. 1%?« 1`6 2% v, . 2'/.++ 2y.++ +- seer thickness applicable when span of structural supports does not exceed 7.0 h ++-Greater thickness applicable when mineral and fiberboard roof insulation is used. United States Mineral Products Co-Type DC/F. TYee EB.S. adhesive/sealer optional. 8. Foamed PWtlc'-{Not Shownil-Optional-Rigid foamed plastic insulation, 2 by 4 N a once. May be bonded to the membrane or installed without adhesion after final asphalt glaze cwt has cooled. When applying mom than one layer, successive layers Shall be installed over pre- ceding layer without attachment Dow Chemical USA-Mex. thickness 8 In, extruded Polystyrene foamed plastic boards, or 4 '/e in. thick, concrete mortar-faced extruded polystyrene Type LG boards The anfa..d boards shall be covered with crushed alone or concrete par an, at a rate of 10 par, min. 'Bering ins UL CessAicaticn Marking- LOOK FOR MARK ON PRODUCT FIRE RESISTANCE RATINGS (Miff)--Continued a density determination, ssa General Design Information Section of Fire Resistance Directory, Sprayed Material. Riding, h - MN Thk In (mm1 4 - 2.15/18(75) 3 • 2-9/10(65) 2 2161) 1 1 (25) TAC Construction Materiels Ltd.-Type SWFO6 -- - 2. Steel Column-Min. size of column WSx35 (203 x 203 mm x 62 kg/m). , 'Beating the UL Classification Marking ' FIRE RESISTANCE DIRECTORY ens FIRE RESISTANCE RATINGS (MV)-Continued Rndngdk. Min. Thickness-In. 2 2-3/16 1.1/2 1-9/16- United Stites Minaret Products Cor-Types CF or DC/F fiber, Types EBS atlhe slue/sealer optional. - 2. Steel Column l pipe column with a nominal diameter of 4 on., a mm wall thickness of 0.23 0.237 In. and a a min min weight of 10.79 pct. -gearing tha e UL Gazsrficatmn Marking ing Design No. X829 Ratings-1, 1.1/2, 2, 3, 4 h. (For Illustration of Design See X800) ) t I I ; i 4 ? 1. Fiber Spayed'-Applied by spraying wish watar, In one umamped cost at the thickneu shown in the bible below to steel surfaces which are free of dirt, oil or stele. Use of adhesive is optional. Min avg umamped density is 13 pad wish min Ind untemped density of 11 paf for D-CF Ober. Min avg untemped density Is 14 pet with min Ind untimped density of 12 Oct for CF fiber. Tamping is optional. For method of density determination afar to Design bdormstion Section. - Min. Thicknees, In. - ' Rating, h TS 4x4x 0.188 TS 4x4x 0.378 3 - 2.11/18 " 2 23/18 ' 14/4 1-1/2 1-9/18 13/18 _ 1 1 9/18 United States Minimal products Co: Types OF or O.C/F fiber, Type EBS adhesive/ sealer optional. 2. Steal Column-Steel tubular column wish nominal size of 4 by 4 in., a min wall thickness of 3/1a or 3/8 in. and a min weight of 9.42 or 17.27 poll, respectively. - -'-gearing Me UL Classification Marking - - - - - Design No. X828.. - - Ratings-1, 1.1/2, and 2-Hr., 1. Fiber, Sprayed'-Applied by spraying with water. In tins umamped cost at the thickness shown In the table below to steel surfaces which are free of dirt, oil or seals. Use of adhesive Is optional. Min avg untemped density is 13 Oct with min Ind untemped density of 11 pall for -- DL/F fiber. Min avg umamped density is 14 Oct with min Ind umamped density of t2 Oct for CF fiber. Tamping Is optional. For method of density determination refer to Design Information Section 1. Fiber. sprayed'-Applied by spraying with water, in one umamped coat at the thickness shown In the table below to met surfaces which are tree of dirt, oil or scale. Use of atlhesrve is optional. Minimum average uromped density is 13 pcf with minimum ind umamped densi ty of 11 oaf for DC/F fiber. Minimum average unumped diarist, rs 14 pcf with minimum !ad optimized density of 12 pcf for CF fiber. Tamping is optional. For method of density determi lesson refer to Design Irdormation Section. The thickness of sprayed fiber Stem 1) required for rating pentads of 1 Is 1-1/2 h, 2 h, 3 h, 4 h may be determined by the equation: h=1.08 R over 1.09 W/D+0.71. Whore: h-Fiber thickness I. the range 0.553 35 in. R.File resistance rating in hours (14 h). - D=Heated perimeter of steel column in rachens. W-Weight of steel column in pounds per foot W/D=0.65 to 2.50 AS On ahamstive 10 the equation, the minimum thickness of sprayed fiber required for various Bit resistance ratings may be determined from the able below: Column Minimum Thickness (In) step W/o 1h 1,112 It 211 3h 4h Waxle - 057 11/16 1-1/8 .8/16 2-7/16 3-1/4 W8X28 0.67 11/16 1-1/8 1.1/2 2-1/4 3 WIOX49 0.93 11/16 1 14/4 1-11/16 2-1/8 W12XI06 1:44 1/2 3/4 1 1-7/16 1.15/16 W14X228 2.49 318 1/2 1/2 15/16 1-5/16 The thicknesses of fiber contained In the table below are applicable when the protection of the 'columns flange tips are reduced to anaha0, Waxle 0.57 13/16 1-5/16 1314 23/4 3-11/16 W8X2S 0.67 13/16 1-5/16 1-11/16 2.9/16 3-7/16 WIOX49 0.83 13/16 1-1/8 1-7/18 1.15/16 2-7/16 W12XIDS 1.44 9/16 7/8 1-1/8 15/8 2.3/16 W14X228 2.49 7/16 9/16 9/16 1-1/16 1.1/2 'Bearing Me UL Classification Marking 1. Fiber, Spayed'-Sea table below for appropriate thickness. Applied by spraying water in one or more coats to Seal eudeca which is bee of din, oil or scale. Minimum avg. density is 14 pcf wish min. Ind density of 11 Oct. - Realo Ifr. Mkt Thkknea m 2 3-1/8 1-1/2 1.15/16 1-1/16 3/4 5/8 American Energy Products Corp, Type JN 2. Steel Pips, or Tube-8teal pipe column with a min. inside diameter of 4 in., a mrn, wall thick. real of 0.188 in, and a min weight of 9.420 Its /ft or steel tubular column with a min. inside dimension of 4 by 4 in, s min. wall thickness of 0.188 in. and a min. weight of 9.420 IbJft -Bearing the UL Clessitkation Marking Design No. X827 Ratings-1, 1-1/2, 2 and 3 Hr. _ Design No. X830 Ratings-3/4, 1, 1.1/2 and 2 h UNITED STATES MINERAL CHECKED SHOP DRAWING M.A. MOnenson Company MAR 2 01987 itm cnecM ooea nor many way gamee the suecuo11-dw or auoWmr of n?a reeoaror- oday ., an(y Nea =.a-'yafdetmt4 Vuentrlrea and .nsenAonf o-IaIiw ® 9a 71 a ?L El it / PROD UCTS-COMPAWY `' and note d to omIcompetitive m top'ments, using n .d environmental r nineral fiber manu her-temperature n advantageous for ind,high-temperate ion-corrosive cryc ?vi ?. y membranes and - ? '+x ?? 5 `?$'1 `y,•n ? '? c inr ?+ "`1r r tl rt s ` ?xs, '? ?'-F?niv^ r rs "??.= 1a Cp r- a? :r al ? 3 uwK, ,• r, rk a .? a ? ? ?+? °-, ?,? PF/P,RODUCTPRESENTATI.,ION on'? e E;t rt 'r ? kYSi . u 3n one ana O I?rotlucts t t ? AboutiCAFC ,N £?- feNo,othet products on the market today,;can offer : , -fhe,perf, ormance advantages: d`e'signed into the"se.?.? ' °?,y rominentand"wicely,acceptedproducts._;, - <<e,_, xf i'.?aAsbesto&`,: fre? product 141" nt?"fire resistance performance ' , 'ng W Requlres little or no scaffolding • ;`:' a t: -per= t^ s,a.result- 5 CAFCO"freproofing products have been extensively' irnent r:T *,'tes?ed and -tire classified for.virtually any building rmu ` ,constrtfctiondesigmArchitects-have'thewidest ?„ "rte choice of systems, which have been tested by they"? . ons teriais-';".,= most prominent fire research laboratories in the - ,,,United.States and.abroad..;;? ' We;believe.that CAFCO,products are the most ,u Mu'ral.versatile,dependableandeconomicalspray-applied ,.`, materials available throughout the world. icture, Field Assistance r 'roduC'hg ?Experienced Iicensed,CAFCO contractors and re thermal CgFCO representatives are, available"to serve you', "'. ', ienic -ahroughout the world. Please,feel free to contact our` ' tt 5 ? riea"rest sales office for further details" "? ' F atonal moldl?g-techniques ?" ? , , ; ? ? ?1SMseils and promotes these products vnoridwide °-°8 ?' fospeeializedar'chitecturalancf.industnatmarkets,~??? ,? s - ?, through its wholly-owned subsidiary, CAFC.O,, ??,,??°°" '?. - * t ,tip"International L;imded ? ?' C.F.mady Columbia Comenter-ny S - San eengo, Diego. s6l x CAFCO PRODUCT SE"LECTION GUIDE F-F. C`ilia DC/F BLAZE- C/F SOUND- DECK- SHIELD' %,/r-nm HEAT- CAFCOTE' DECK- CERAMO- Cerarrl a ry :. SHIELD' SHIELDe "85" . SHIELD' "H"M SHIELDO(21SPRAY60 Fibere(2) 4v '-Fireproofing , - Structural Steelln • • • • ' . Concrete - • " •- - - > Roof Systems - • • • ' wal Is Sound Control - • " • • .,Thermal Insulation • • • • • `Urethane Protection • • (t) Including Steel Floor Systems - . ; (2) For further information on these industrial products, contact the CAFCO industrial Products Group, USM, Stanhope, NJ. 2 µ4• S 7141 Uns TS/TECHNICALSUPPORT Codes and Compliances CAFCO products have-also been tested for structural ., fire protection at the following prominent testing stations: ULC-Canada CAFCO BLAZE-SHIELD and CAFCO DECK SHIELD Fire Research Station-FIRTO-UK meet the qualifications of: Centre Scientifique et Technique du Batiment- • SBCCI-SOUTHERN BUILDING CODE Paris France , CONGRESS INTERNATIONAL (Report No. 8158) 1nstitut fuer Baustoffkunde and Stahlbetonbau- • ICBO- I NTE RNATIONAL CON FERENCE OF Braunschweig, W. Germany BUILDING OFFICIALS (Report No. 1244) • BOCA-BUILDING OFFICIALS AND CODE Further information available upon request ADMINISTRATORS, INTERNATIONAL • USCG-UNITED STATES COASTGUARD- Class A-60 rating. • OSHA-CAFCO BLAZE-SHIELD AND CAFCO REFERENCE GUIDE FOR CAFCO@ DESIGNS DECK-SHIELD ARE^APPLIEDBYELECT RIG POWERED EQUIPMENT„THUSELIMINATING ` GASOLINE STORAGEAND UHAUSTFUME "°^° °"""""""'" 1 ° @ PROBLEMS AND REGULATIONS ,eyl 4; , .. _ ro a Check individual approvals for actual required thick - Hess and densities; and consult yourCAFr:[) Salas Representative forany,assfstan'ce4requii Approvals > r; a f :'' i-ter ?° '} .l 3 `\ ?ha^csr?]Y 12 CAFCO BLAZE-SHIELD.andCAFCO DECK SHIT have been tested in-accordance, with ASTM.El l •° °,' ' and ASTM E8,4; and meet the requires i following specifications::.;;, :`? Re; , ^-: "• U.S. Government Federal Speicif°rcatic General Services Administration (G.,4 f . PBSA-09200. r • U.S. Environmental Profection'Agern '• Regulation 40.C°F.R. Chapter 1, Sut * • Veterans Admin istration (VA) - H-08 U. L Fire Test Data >µ '" CAFCO BLAZE-SHIELD DC/Fand CF SHIELD C/F have been tested and els Underwriter's Laboratories; lnc:'in acct ASTM Standard E119 (U.. 263j for fire ratings of 1 'to' A hours 'foirlioor/ceiling and roof assemblies(see design, referi Y this page):- ' Y tm '`rY` t': 'CAFCO BLAZE SHIELD DC/F a[icl t CA SHtELD`C/F, when testod i6,* Cgrari <x-: wassmce 1e.z 1AZ+ z Po15 1A1 ] D0:9 , °W5 °0+6 1e+' 1 1 i + 3 D0,9 1 zA 1abD z] 13 ?+ r 1, DsAe wl, , x 1 1. bti6ri 61:22E . . X.N. ° A.", Wripi "I'll I'll I.°.I V1.0 ? .?ht {:.Mry' ' 1j, 3 '!'+ ik bb? t' wwwµ X ' 1l # ;4t s A HEW z , ' ' O'DEGK=Qa??° Kj es 1 ified:by rR kai NA,6 1 1 ; , lance with ' 1?y col Um^^ 4.uI^ M?nI °[,r lll[,11AIA II N ° e-gI N NAME u. 7 1 W I Lf([ 1 °M1N r wA x a i o N m i ",+ N ?Q E K 21 ; i [y w 1y.?!y4 I rA^ I.11 NN5 em :3A x 21 A °°rI. III" A°11111t6141 PIN I. IWrr, C... DID Pof 1 Mi6 I 1 PPo? 1 S BA e 1 I ' y}1 il' 1 'Al 3 13 .BO It PoN r PoIS , 1 Y .y1 1 z "0t Wti r1 z 1 ?3A 1 ry^ 1 1 WIP KALflQK.FI11C1F0I1 NILE x. 1.,.1 C4.0 ,?r z +?r im :ii Poo } re z z 1 1mv? .1.1 °u, In[r [rpl0 xlu No IM.rtI l 1.D r U3 UK3 1m '3 JMe... enl r n° r moyu [ [unsunu s M for ".11.,. ` Wa[iAeR°s1M1°«I°II xror[o KuE SHIELD' nc r s 4101[[xa.10.1I C 1111 sX LLD' II"1 44 yna o? DECK SHIELD u ,AIM o men e cnfm CalcllE n XJ 'Components???' ?'„ {tears up.and remova;o n is c9fu9u a t Rua.t unr.?..aaemcrue>Nrvu TM ?rsfructural?'metnliers;and assemblies in a STRUCTURAL kt- STRUCTURAL COMPONENTS`, *y stir envelope that provides a protective"barrier from ?: u1;ss 3 ONE•COAT.SPRAYAPPLIED APPLICATION;e= ;'`heat and fire. Under normal end-use conditions ASBESTOS FREE .. ,,} y,-°"f•.," PROVIDES EXCELLENT ACOUSTICALAND BLAZE SHIELD can tie expected to remain in THERMALINSULATIVEPROPERTIES "placeand,providestructura4fireprotectionforthe 4 , ;., . t-u? . u y Irfeof the protect construction. eneral „? r:; = .ThermalConductivity FCO BLAZE SHIELD DC/F is a single coni'`•i " ,CAFCOGLAZE-SHIELD yields a "k" of .29 at 75°F ` Went fireproofing material; consisting of a blend ` ^,, (,?„ = 0.036 at 24°C) which converts to, an ".R l .. mineral fibers•and cementitious binders. It is a Ih;qu&lity structural fifeproofing product, manu=„?=??;yalye,(thermal.resistance),of,3.45-per inch of applied material, This'thermal value is extremely important , tuned to be spray applied,to'steel; concrete and i ier surfaces•.requiring fire protection. CAFCO 'for architects concerned with heat loss, particularly :: through roofs. Reduces extra insulation normally ?_; •; AZE SHIELD'.DC/F also provides excellent .: <:' >: .- Dustical and,thermal insulative properties, a plus :. required with wet mix'products requiring 2'to; imes d may eliminate the need for supplemental the thickness to provide equal thermal resistances bustical ceiling installations or additional insula- '` i ` r`-.-' % . . n materials,:., Acoustical Data - - F"9 MrJ/Abwplbn NRC *.,.F •?'. ' Table,of Sound A,ZE-SHIELD is spray-applied fast and economF,' ``.;, Absorption Tel°Yn.n ¦o. ,29 259 sag lose Mae w9a RWna -' _.. Frequsacy [Hz] ` y. fly using pneumatic spray equipment, and tan 1,:., mm) D.9. ually be applied from floor level without costly DF/F .SS .n .ee „9 ,.,a AS affolding. Unlike wet mix materials, the use ofd' 1FCOBLAZE-SHIELD means job floors are not '. focmF) ?9a .oe ..,5 .52 .er ,00 ,.o .9s._ r. ®]=0111.115s'iMMII=NI .^ v?3::.•-sue. IveaALLPRODUCT IN PLACE . °•.;'.:fo'r use as a`protective coating to delay the ignition, at11r@S .? and reduce the surface burning rate of low meltir,a" urethane insulation materials, as well as protect , =.M SPECIFICALLY DESIGNED FOR ROOF ASSEMBLIES (WITHOUT CONCRETE) AND WALL SYSTEMS ¦ ASBESTOS-FREE ¦ EXCELLENT ACOUSTICAL CONTROL AND THERMAL INSULATION ¦ ONE-COAT SPRAY APPLIED APPLICATION ¦ FM-APPROVED AS THERMAL BARRIER FOR URETHANE General ;:,their dimensional stability for a 10-15 minute period: CAFCO DECK-SHIELD is also an excellent thermal insulation material, and also offers an efficient sound absorption rating. CAFCO DECK-SHIELD C/F is a single component fireproofing material, spray-applied with the same equipment as BLAZE-SHIELD DC/F, and like BLAZE-SHIELD, provides a high quality monolithic fire barrier for various construction situations. DECK-SHIELD was originally developed for and has been successfully applied to roof systems with- out concrete, metal building walls, and structural building components. It is particularly suited for structural roof joists and open-web trusses. Aside _ from its excellent fire resistant qualities, DECK- SHIELD is approved by Factory Mutual Research As with BLAZE-SHIELD, DECK-SHIELD is applied economically, usually in one coat, and, under normal conditions, can be expected to provide proven fire tested protection to the construction involved for years to come. Thermal Conductivity CAFCO DECK-SHIELD provides a "k" of .31 at 75°F (V= = 0.039 at 24°C). This converts to an "R" value (thermal resistance) of 322 per inch of applied material. Acoustical Data Fn wn Hx /Aa.m ,Ion NRC Table of Sound Tak:.. an. 125 999 909 1000 20W .009 R.On Absorption e•' Frequegsy [H2] 4,9 mm) 90110 11 22 11 113 179 1798 i5 r. 7.14/Uns vi? -CA, 1, rf, 0 OP/OVERALL PRODUCT IN PLACE Features ¦ HIGH NOISE REDUCTION COEFFICIENT (NRC) RATINGS ¦ HARD, DURABLE WHITE SURFACE ¦ ASBESTOS-FREE ¦ REQUIRES NO HAND FINISHING ¦ EXCELLENT THERMAL INSULATION PROPERTIES General CAFCO SOU N D-SHIELD "85" is a spray-applied product for acoustical treatment•of ceilings and walls, designed to provide a harder, attractive finish which offers optimum acoustical performance; The cementitious formulation ;of.SOU N D-SHIELD "86"? c allows it to be used over:virtitally any clean•;rigjc? base- you red or precast'cbncrete, :metal latfisteel; gypsum board andtp?aster,surFaces (contact rCAFC-Q Sales Represent ativeforapp)atior).fecorrSmenda tions to venous subsfrafes1s`rlot a' faster but,. is applied with" plae nngi??qutprTlent,(rrotor; stator type.plaster-pump) a(rr provides a surface hardness ?.equivalenttq plastef,? .°?? -= - As a fin ished,surf6de,,$(JQNNSHIELD 85 requires no special hand fiRlshtnggt'prowtlyes aiuniform texture that is hard, durable, and an aesthetically pleasing white color with a natural light reflectance rating tested at 76%. In addition, the thermal insula- tion value of SOUND-SHIELD "85" is an enerav- conscious "k" of .34 at 75°F ("V = 0.042 at 24°C). When tested in accordance with ASTM E84, SOUND-SHIELD "85" exhibits the following fire hazard classification: ¦ Flame Spread ........................... 5 ¦ Fuel Contributed ........................ 0 ¦ Smoke Developed ....................... 0 Table of Sound Absorption Freauennv fHzl. 'Thick- 125 250 500 1000 2000 4000 NRC t _ ness ease Coefficient Rating 'Rating ',,;?:• ?. . ` ` .. Metal . ;t 55' 13mm Lath .28 .51 ,_98 :.99 .95 88 . ..:85 ,.. • .. M/L and r- b" 13mm Plaster Al : 41 9L 75 v'-. yi" 13mm Solid t ' S0 .79 .84 78 .80 " 10mm Solid 26 .60.1 ".84" 89 vAli 6mm Solid 04 4 ':20. "`39 7,60 81 `. a ,30? r Tests conducted in accordance with ASTM-C-423-65T: by Riverbank r "'- Acoustical Laboratories, Geneve Illinois and Cedar Knolls Acoustical :rF Laboratories, Cedar Knolls, New Jersey on ME mr OP/OVERALL PR566CTI'11 PLACES"' "?, e , ar r Application, CAFCO HEAT-SHIELD Israpplied with pneumatic N Featu res'' _ spray equipment to°surfaces;wtiich must be free of IN LOW THERMAL CONDUCTIVITY oil, grease, dirt, loose paint; mill scale or any other ,, ¦ HIGH" ACOUSTICAL`AB6ORPTION loose matterwhichmey,,oimpairthe bond..CAFCO., w nn. IN NON-COMBUSTIBLE MINERAL WOOL BOND SEAL' adhesiveamust be applied to,sub (NON-CELLULOSE) ,strates before applying HEAT SHIELD. ,. ¦ ASBESTOS-FliEE' .,:Fire HaZarf :CiassificatiOn " `HEAT-SHIELD,whentesTe"din accordance with General ` ASTM E84, provides th'"e following'fire hazard classification: .,M .. CAFCO HEAT SHIELD is a blend of highly, refined ¦ Flame Spreatl 70 mineral fiber and 'proprietary binders that provide ¦ Fuel contributed 20 excellent acoustical and energy?conserying-qualities Smoke deveidped ..; , ... 0 ` The application of HEAT SHIELD to prefabricated 'Thermal,CoriductlVlty ' t metal masonry and metal wall system canto me al roof CAFCO HEAT-SHIELD yelds`a"°k" of 26 at 75°F (a 0.033 at 24 C) This converts to an R value.- , assemblies results intan economical, tluratile antl/ -" (thermal,resistanee)# 3 85 per inch of"applied , °,(r t„ r ?e 7.d joi e exceelienot acousaic»al ss absory.s a ' lsor, n material' a p ov des. pon tt I } _; } p ` ' ;M 4 w x " r q ' 'low .ln-place cost 4 ;`,, x g w ;Noise Reductron,Coefficlents rt `;(ASTM C423°ReverberationzRoom Method) Lw HEAT SHIELD is manufactured from inor9anic- i.vv materials, eri&therefore is resistant tobl logical ? 1 t requency(Hz)/apsomtion degeneration, requires no chemfcai ad itivestfor xK; t¢ } app gppp? y? , ; tir_, fire safety' is-non-corrosive and"does not'provide a? , nor Base 1 5 25p _ p tape 2 -,.y ai a d '*N 4' a p?. > f ?'ry?`'+f,?t +'"' ep v>r g i a U '?`a k"! VWX411 4WS ME m 4V .. F' x a .. 60.1"M 0'1471!70_? ,5.1.1 Materials to be applied shall be noncom-' slingsi`,., y`for: ;' ; z •.;.."? =sL'``. ,bus'tibleastestedinaccordancewithASTME-136,'o 52Applied ` thickness shall be in conformance with ? ts(aila-;?,'_,," specific approved test criteria and'beas =V eo trot all sprayed.t e> ueproofing and related work as . ';";, • 5.3 Density of applied materials shall be as specifieda' shown on the drawings'or specified herein, and m' •' accordance with all applicable requirements of the in accordance with acceptable criteria listed herein 4` ` ' Contract Documents or specified on applicable drawings, and shall be in - . L _; : ,•"_, 12-.The material and installations hall conform to compliance with specified performance requirements: 5 4 Approved test criteria shall be applicable local budding code requirements, and . , the requirements -of. jurisdiction S. MATERIALS .,,; n 1 3--Work shaff5nclude all direct to 'steel or concrete 6.1 The sprayed fireproofing material shall be construction sprayed fireproofing all structural steel asbestos -freeCAFCO BLAZE-SHIELD DC/For , , steel deck and walls, and concrete, precast, pre- DECK-SHI ELD C/F (UL designations "Type DC/F' - stressed, or cast-in place. Sudacesshall be approved or' Type C/F,' rasp.) as manufactured by United for fireproofing by contractor, licensed by the fire States Mineral Products Company (marketed abroad " probing materials manufactures:" by CAFCO International Limited). Material shall be. r_ ;•.j'' why"s 2GENERAC free of all forms of asbestos,' including actinolite= 'Structural steep protected with sprayed fireproof ate t F?. ?, r t; fremoliteaand manufacturer shall rovjdeloerifi .Ing materials as specified. Hourly rating required . 8rs. ,', p a .. . ti ... tion of such upon request ;, ..? shall be indicated on the drawings, and as detailed Z in Section 5 of this specification: , . 62 The material shall be delivered to the job site - . 'Material shall be CAFCO materials, contain no y? in sealed bags, labeled as to application and , a - . asbestos and shall be packaged in multFwail kraft - manufacturer. Materials shall be stored in a d h! z , - paper packages delivered to the job site properly . , -place. „?f .,,. •... ` marked and labeled to show manufacturer's name, 63 Water shall be clean, fresh and free from organic ; , u s brand and certification-of compliance with require ,.3 , ,and mineral impurities which would be harmf l to' , ,n merits for fire hazard and fire resistance classrf.ca dons of Underwriters Lab t i Da d h the sprayed fireproofing materials,,;;.F 6:4 Material shall meet requirement`s of Federal w r, £ ora or es. mage pges found unsuitable for use will be rejected' a Specirfication SS 5111 B, Type'il, factoryrrmoced r v mineral fibers with integral inorganic binders 1 and shall beremov exc d f th t N o e 1 ' k' r " e rom e j b sd . . . . • , ep n •> ;:_ :, s 1 # 22 •AII exterior openjngs in areas to be sprayed a modified herein and haying the following =shall be covered during application with tarpaulins characteristics:, i 6 1 Mi i e ^' L ' .4. . n mum averag - or similar closures applied dry.densdyper sv < tea. n ` nza j s o>_,.. A - _ =cubic toot 13 ibs/113 (208 kgs/m3) for Type II , CER I ICATE t w T F S ; t 3 . ? - . materials or as otherwise stated in`a licable t t 1 s , es 7 3 t Furnish certrfrcates in triplicate including coin crileiia(151bs/ft3 (240.kg/e) Federal Spec: only] R ° s rplete report and test record if required, atleshng g 1"` 6 42 l]efleotion: Material shalfnotcrack or delamiL ' triallife rot f""` - } 1 . p ec ion material and installation°method . the backin to whicti`,?js.a plied is- i$ meet specified test procedur ; fire Certihaiard`blassrfr " " •,?Hatewhen subjected to a downward deflection of 1/120th,of 4 a s. `"`cation and fire resistance with ASTM E759 ?r the span when tested in accordance ckness and densely of m aterial ficates'shatl "also list thi proposed ?,UA 3.Bond Impact: Material subject.to impact tests -4 - rfor use., Y - ? „a• in accordance with, ASTM E76 11 not crack orr" n 32rAfter certificates, reports and'testrecords,liave" ?? ' ^ - x r been submdted and accepted ;.thesesubmissions delaminate from the surface fo which It was,applied s r y.. s 'cannot b' changed unless all aspects of the than -.,The lest shall consist of a 60.Ib..(27e2 kg) sand bag' dropped from a height of 4'0" (1'.2m1 onto the'test ? ; . are agreed to by the Architect. specimen. 3.3 Letters from testing laboratories summarizing a 64:4 Bond Strength: Material appjied over test or engineering studies shall be accepted as : uncoated or galvanized steel shall be air dried to k meeting the requirements for submission. equilibrium and have an average bond strength of 4. FIRE HAZARD CLASSIFICATION 20 times the weight of the in-place material when 4.1 Test sample to be prepared in accordance with tested in accordance with ASTM E736. Federal Specification SS-S-1118 and tested and 6.4.5 Corrosion Resistance: Protected steel plate reported in accordance with ASTM E84. Test (clean and uncoated) shall be tested in accordance - performance as follows: with U.S. Military Specification MIL-E-5272C, ¦ Flame Spread .......... . ...............10 Humidity Test Procedure Ill, modified for temperature ¦ Fuel contributed ........ . . . . . ........... 20 of plus 100°F (38°C) and maintained for 240 hours. ¦ Smoke developed ...................... 0 On removal from the test chamber the sprayed fire protection material shall be stripped from the steel 5. FIRE RESISTANCE RATING plates. The corrosion remaining on the surface of 5.1 Fire resistance rating (time in hours) in accord- the steel shall not exceed that on the control ance with the requirements as specified herein. (unsprayed) steel plates, Tests in accordance with approved test criteria. 6.4.6 Air Erosion: Material must meet or exceed General Services Administration PBS-4-09200 HOURLY RATING REQUIREMENT vel Spandrel ColumnsSecondar Beams specification when tested at a minimum air velocity y of 4000 teeVminute (1220 M/minute). _J Spandrel Beams Floor System 6.4.7 Compressive Strength: Material shall be sub- Interior Columns Roof System jested to a crushing load normal to the surface of . q Primary Beams Other a sample specimen in accordance with ASTM E761. 7.14/ Uns x % •¢ The specimen shall be compressed until either a proofing, unless fireproofing applicator agrees to deformation, of 10% or ultimate load is reached, their installation prior to fireproofing' Installation. whichever occurs first. ' . 7.4.3 All patching and repairing of sprayed fire- s ` °°? ° proofing, due to cutting and/or removal by other 7. PREPARATION • a ' trades, shall be performed under thi's section and 7.1 SURFACE PREPARATION ='> - 7.1.1 All surfaces to receive sprayed r fireproofing Paid for by the trade(s) that performed the cutting shall be thoroughly blean;so that no mill scale, dirt, • •,;'- "'° „ and/or removal. _ grime, oil, grease, dust, loose rust or pain, or other , g. APPLICATION foreign material are present, which will impair satis- 8.1 Application shall not start until certification has factory bonding of fireproofing to the substrate. been received from the General Contractor certifying 7.1.2 Any cleaning required shall be accomplished that surfaces have been inspected by the applicator just prior to the application of fireproofing. 7.1.3 Notify the General Contractor of any condition and are acceptable to the applicator to receive of surface which cannot be corrected by normal ' sprayed fire protection. 82 .Coordinate with other trades to make sure that cleaning methods and require correction of condF tion before applying sprayed fireproofing .. application of fireproofing is made before the instal- - > 7.1.4 Commencement of application of fireproofing -?'•.4 F • . Aation of ducts, piping, conduit and the like. - `; 8.3 Mixing and application: In accordance with ' shall be interpreted as acceptance by the applicator Z of the suitability of the surface to receive his work-•_' 2•;d$ ^ "manufacturer's written specifications. Material and, ofresponsibiktyforanyfailureof and acceptance water ratio; mechanically controlled, ontheproject' ,, bond between fireproofing and substrate site, Adhesive and,sealer, when required, shall t w 1'.be applied in accordance with manufacturers,, ,'t? -0111 r 1, a.. 7.2 AREA PREPARATION recommendations°` ': ''`, ". "` '"":`°^?•• . 72 .1 Application: Corn leted in`one area It "Provide°all necessary measures for protection,„. P°.. " of workmen and public, as required under the:, removal of application equipment and On :a -,. r . , ` ` regulations-otthe US Occupational Safety ands' - with further work. ?43 Health Act (OSHA) and applicable local crdinances 8.5 • Contractorshall provide qualified'per ?; •, sr . - I; ;' - and/or code regulations. Provide protection for .. ^,..`' supervise the application b - workmen a I fire roofin and for other work 8.6 Where other surfaces not requiring fire protec, l F 4 t ; '" I' men who are in the vicinity of application ormixmg mixi have been sprayed"unavoidably, the sprayedy - ^ operations., a ,k material shall be removed.,. . 722 Provide all necessary measures for protection 9.1 After completion of fireproofing work, in an y ; '. of the general `public and for preventi on of {area, equipment shall be removed and wall, fioor,' , w, <,wy _ ,pollution' as required. Enclose exter or openings cei „ ling and all other surfaces not to be spray fire r -: areas where spray application will be in process: _ ; ;proofed shall be scraped and cleaned of deposits T _. 72.3 Provide masking, drop cloths, or of ersatis- of=sprayed fireproofing materials, to leave all norr.; factory covering'for all areas which are not to°r"eceroe fireproofed surfaces free of spray fireproofing - ; fireproofing to, prevent damage from contamination, ' .. `.; ,. a material residue. from oversprayor fallout of materials'Clean'or'•;' ' •- ",ti ,,",• 10. FIELDTESTS2"'`'. r ' replace any areas so damaged or contaminated to •. " 10.1 The Architect may choose `to select and the' satisfaction of the Supervising Engineer and the.,..' ownerwill pay an independent testing.laboratory 's Architect..^.. ; 'r,- ^ - 3u ` . , to sample and test the fireproofing' as applied on 72.4 Bonding adhesive and sealant maybe "the job for the followin ., r required for certain U.LI classifications check with a) Thicknesses (as indicated in appropriate r,w? f manufacturer for detailS , designs)=?, 7.3°TEMPERATUREANDVENTILATION 'b) Density,.as_applicable , 7.3.1"When the prevailing outdoor temperature at c) Patching (has been done to maintain the; P the building is less than 40'F (4°C), interior substrate v monolithic nature of the sprayed fiber) s temperature of 40°F (4°C) shall be maintained for a :. 10" The resu1 "of,ihe above tests shall be made 24 hoursbefore; during and 24 hours after applies- available to alLparties at th'e completion of each fla tion of sprayed fireproofing. If necessary for job 10.3 Thickness and density to be determined In progress, provide enclosures with heat to maintain accordance with provisions of ASTM E605 required temperatures. , y' '""Standard TesCMathod for Thickness and DensI ?:732 Providena sprayed firepfob "application.' during and subsequenCto its' of SDraved Fire Fire rt U.S. Mineral, drawing on its extensive technical background, 1 has developed various products capable of solving problems in today's vast construction market. Some of these high quality materials are as follows: 1. Industrial Fire Protection-CAFCOTEO'H' and CAFCO DECK-SHIELDe C/F-HN for power/process facilities. 2. Industrial Insulation-CERAMOSPRAYO products for high temperature insulation, and Cryogenic fiber for industrial cryogenic applications. Liberal Ares Building, Keene Slab Cc Nee Hampslnre . OFFICE BUILDINGS: Nenb ".-: x :.:-• ! nil, Yn,`• ?: MNDE ? '.. r ?' Centre AOminblraM(oeige buildingt. Nantes-Beaulipl:: " i'.,_E .(? ^r;: :i :"-`:`.?+-,' bnmyNania Maryland, College Perk r _ - .y; Memo Lyon Penache (subter-A Lyon. - - -., . ? :_ CMma 1l COmmemial(shoppigcentegbLEmenne. • y l p4 Keena "y' R _ UNESCO Nnned Nations Education.Sormland Cumaal Y e .l. .• + _ - pgenaatia.L Pans ; ".4 •' m •"+: KZB-Kmgbas ZenWm Berlin llntemMbnal Congress Cantor), : ? ' ite s .:.v . Y 'mr'c>-nl "dv-'% Benin :`C.?°Cannerzbank lbanU. Frenklurl - . :-"„.'?:?:: A:"- , . Colo Unhwrsnael Bebleb (universiM, B WebW ' _ Chicago, Ilknols: e S Burideskanaleremt(Fedeml Chaneelor s olficeL Bonn . =°'.• ati . IRELANDi ". .,r,. sassachusels an :•K: - ; • Oudm lnbmatbnal Ammon, Dublin ` ... -, - ^ ' L : ? ^ g . ,.. - Jersey - . Canvas Bank Sal ndylod. Dubin ;., ,', ... L.•, n:, -Terben Power Site Karty" -. .i. s •• .=i ,. " •; • ' . :• '.n P', ;",`_ '.'?• + abrvSabm NOMCm01v10! '?x«>•'` 4<`+ _ L71;...'y'i.++'Miy, L•i" ?' _ . T?s°4..?.:d +:?) , < , nia .., .. ,, e '! -r%^, r• 1 ) , ITALY: ,.- R H l J ll x. .ti , Warwick. Rhode lain ome ote o y ashi ?9ton' " ProotorSGemble(chemicel gNng POmezre FIAT (office building and bcloMjumn ` ^ Mlhveuka4=.` .-i,"'a '„-+r Iwdmg " ld Celflolenca.'i'y;'i$!p•+:y:?,?tr4` Pslaazo Posse (Poll o " •'r ?: • , l ?'? r •- SAUDIARNSM: enlial lnsuraooe, Hanson, Nei, YOM.. +• - ?' - Fluar Arabia Headauarbra (oaks binldin ia Poser Cor L Danilllam r t H ad r All nW - - rt r G po g g qua , .? a e e e s. e eg gN ° ' '- man United Life lnsurenceWorts HeaOquaners, InnightTraining Center for Saudia Alilrbs,Jeddah)-, A• 4,-F ,j banspoks, Indiana x 1 ; • Ii Bmmh Sile of Saud! Real Estale Company, Rkiadhy 6 - ; office Building, Clennand,Onbe n Central Beil Telephon4NasMdli Tennessee UNITEDKINGDON:. ` ;' _ ?' "? '?K ? a Life insurers Company, windier, Aslmoor Industrial Esbt4 Runmin, England ?? - ` ` mehmlTowes,NewYork,NewYork `;, ."' '2• ' Barclays k ` ' - ' " -• - ,,,y .r•;, c ,y . ? Belfast 's ' =:,:- ier-lambert MgniS Plains i,v' .,,k.,, •,. 9eVaet N.lre? " ard• NewJersey "rt^> `l; `°Y='7. q ;' . ;`.. ^ , , , . , . ?( • u"s. ay Mutual lnsuranot, Company, Shelby Ohpm - x ai . •k - Y.' ' Ts? ,. ?L. '' ' a`a 3• i p r S . M Edison New Jersey . Monroe ChirA941nuwis -.. - _ -Ty '_'.'kr .?k - 6^ f a •,' '' .`R? :?"? n ' ? - ? , , _ ' ?+`. ,!? - 'c^" "'gig u - ' - : ,• ,; + rd:z - mole Ce ter. San Diego, Celilrimia 'ti, -•i'f?'?,.; r , {',x - d ; * ? " " 6 ? C - y r ! } .N°. & ' '?- \ '^ a .. .y.. ;ompany. St. Paul, Memersola _ r ti + r °; 1•+ ,. -y ;d York World Trade Center 6 Hotel New . n ? .zr iT y t-c° ? Gw y. a 1 a Nk P 'f` t ^ ' • s . Management, - eapack Gbtlslone New JMay ! [ -? ? a - . 4 + ^?A? .' ? i.,,,,?"l -?i i 'att# M?k' `. i r r ., x t ? k !L T ? ? x + ?( ?yyp7~?''`• s the tfi F`"`'`4' e 1 } ' y 'n,??V R F a'??.' 'Y.,Lt' M• LY' ?t.?^ '''?'S 'r: ' ? ? y ? y 'C'!YfJ'yT .i ?? ? ? ? . X, . , f + {n'?r ,2 .Y L f ? 4.C'i1 Y i . h n r }" ry fi'P :: y " - , i • . ? ° ` ~ { . wY Y . •. .ei i N rv y ? 4-6 l "S ` > ? d A? N -? F sir'&4 q R' xY-M a tn 4A iK j'i z? s 7? y` uchiscturalS pearxabols ere avelbbb br,Me viubus spraY•sPpksd Brproof UN IT ED STATES MINERAL 806 roducts re resented m tlx Ask r CAFCO ceblo al re btlv A L,4 ' • •' + k` ' p a g you s farMen e or e P PRODUCTS COMP NY n ,{ # ?- r ,..s? . •-- +en +, i re?tlylb?help yau,rt-,.f ^ .' "; Stantrope. NSw Jersey 07874 Esmedar!oa4 C.AFC.0881esp1en are ?•'; .-`•' .:`.-+" -'?? i , , 441 aiolDregtonali , - ?Riorle. (201)347-1200^" "',Y; o Btsywtie aintry. Ca arry he C m -' , i f in4 dift. , ot ance data herein reflect USM's mipectatmn based on leas'corMUCteE in. w7h recognized standard meVad4 The sale of ttle4B brodorb'sIll - be -T 136/39 CAFCO S, a: 3.G;Wit for immeWateatlenti 47 ; - 1 r,' .`*u.,, ,q "'rWaer P.rin'al Pen IOIB?IHAI KRT. gg1 T ¢ L I the Teens and Conditions of Selo. Induding, those NmINng,siaribeg Waet ` 'CA .- v" ' _-1. nhope, EiiiJer NTEU M .,idsouOi Regkm;,y(T18f 993-4053 +.r ,. BM's Im%oiees. , ?"Slentwpe, NewJemey078747674 /,USX- "Mgwest aegidiaTOlliloftide:?.l,(201)8269163>4 . Kemployee or representative of USM or its suhsidery ofafhlieled Competes . Telex: WUI 68631 a2 CAFCO U%l ",: No thmsl Regional ONice:' Mot1867.1 R00`r s-,e.;t, [edtomOdiWhlseisxIaimec'i„.-'s" •;.e °?y,;.;?: r„'. WUD 136439 CAFCO STPEa _•Squ6maal Aegronai Olfice."(813)eS5•_26t4"e.,-?i-; :r--; '•y:' - „.a..,i•',i•PM'One?12011 3 4 7-1 2 0 6 •.'J,.,^r';: t Als4'callSaeel's,BUYlime btnearesl iaPr ntativa: g.;; s .. 'r ,'."`re?sue.-.._`:3..y,_^5,3 efiS.a 501iOHetG:?:• ei+ • _ , . a - t 9 .. L_3 ..m ?',..:: "?? I''" - - - -' q"7 "_? J} o .*'r'b . rte..:+?_ ? REPRESENTATIVE INSTALLATIONS United States HOSPITALS: ` US Army Hospital, Redstone Arsenal, Huntsville, Alabama -' r 3. Board Insulation-CELLOFOAMe VPS and EPS foamed plastic insulation for commercial and residential constructions. 4. Roofing-WEATHER-SHIELD" Roofing Systems and FLEXHIDE" Single-ply Membranes for watertight roofing surfaces. 5. Residential Insulation-USM CeramaFiber" wool Products for residential insulation use. For further information, please contact U.S. Mineral Products Company, Furnace St., Stanhope, New Jersey 07874 (201) 347-1200. MISCELLANEOUS: bama r 1fa a N bon Center, Miami, Florida Ons ndo. Florida Hotel,McAle4New Jesay . t Bus Terminal, N. YOM, New York is, Miami, Florida W Georgia Chicago, minis B Casino. Lake Tahoe, Nevada`< S? 1 ,pi is R&D center, schenectady. New YOrK }^: }ar"r?'^a'-r .:3 Wumbus Ohb - - - ,. r Energy Pmsllwq Leas airline vbla,Fbski:` 101Ml0.0nbr10- ! „)/';;!a,....:?}' ..?+.t Z3 +L+A'1'+n',..1"^?4Fry, avannek GaoryW .., - -: " •; 's"c-t ; ;,- _ a , i ' - ? ,:.,..o..Algary.Albena a,j:_ Prodntel Bul ding Wmnlpeg. Manibba , L..r. j?s j, :,Y:"- '' g?y _^?.r ?' - ",`qk? ' ' ospnal Sen Franciem, t B M l Catlbml .; -,; : ,: ? x, ' = - Park Olympic W- Whim; Montreal, P.O. - . r ` ' ' imore, al ary and N br Omaha k y`;'- Provm Building. Ragina,NaakaleMwa t,. `?i.^ f Y,'+. b. rte"^ k.xaM rtiy:,., r 3= n'% ? e as a , v1d Bmnuswlck Square lot Jahn, NJS." r , ii P 1 no Meray m Methodist H! - SCNOOlS. •• T` . '...Lehigh Unit West Chaster .., Social bemn, WM " She } Rey 33t Col M Nei Contract No.: (97- 07 Project No.: Submittal Date: -Sc4ly , '7 CITY OF EAGAN SEWER & WATER PERMIT RELEASE FORM / PROJECT DESCRIPTION:c-?c,*1e- O Q K Z ed /M 'on Substantial Completion of Sewer & Water 8 1?8 7 Date of Occurence STEP I: PERMISSION TO HOOK UP SANITARY SEWER WATER MAIN Lines Lamped and Acceptable Properly Chlorinated & Flushed Deflection Mandrel Test Passed Entire System Pressure Tested Manhole Structures Properly Constructed Entire System Conductivity Tested (cstg. & cover, rings, cone, 1 ft.sections, All Valve Boxes Accessible, C final rim setting, & build and invert) Straight & keyed Infiltration Test X All Valves Opened or Closed as Approp. X All Hydrants Set to Proper Grade SERVICES _ All Wye Locations Confirmed All Curb Boxes Exposed, S et to Proper Grade & Marked w/Fence Post // COMMENTS: n i h er ? CAkli Ue d C+Aov\ l} t Sc.uQ ? I i1SQe? 6A h. STEP II: FULL USE PERMIT (OCCUPANCY) STORM SWER Lines Lamped & Acceptable CB Structures Properly Constructed(cstg & cover, rings, 1 Ft. section, invert, final cstg. setting & build, DL-DR correctly set rings & cstg. set in full bed of mortar) Aprons, Dissipators & Rip Rap properly install COMMENTS: STREETS Material Tests Checked & Passed (Conc. compressive strength & Air Content, Bitum. Extact & gradation, gravel base gradation). Utility Structures & Lines Clear & Free of Debris & Gravel (Gate Valves keyed) RECOMMENDATION: I herein verify that the tests and inspections indicated above have been sucessfully completed. Any deviations or exceptions are described in my comments. With this considered I recommend that permiss' t hook up or permission for(occupancy be granted as appropriate to the above indicat' ns (-5pl Sign P jec specto Confir d u is or s epar went White - City Pink - Project File Yellow - Inspector 8104c L 1 8 1 Lowe O)a? Z °.°_ n?d?ustn'sl MINNEAPOLIS DISTRICT OFFICE 514 Nicollet Mall - Suite 650 Minneapolis, MN 55402 Tel. (612) 334-0474 June 5, 1987 Mr. Tom Miller Viking Automatic Sprinkler Company 2400 Rose Place St. Paul, MN 55113 Dear Mr. Miller: Re: NORTHWEST AIRLINES, INC. Northwest Aerospace Training Corp. Eagan, MN Location ID. 832551/Prospect IRI Log No. 85 Your Contract No. 87-6362 Drawing No. 3 and 4 of 12, dated 5/20/87 Ground floor areas A, B We have reviewed'the plans submitted for this project and find them acceptable for insurance purposes, subject to the water supply being capable of providing what the city's consultant estimates when it is installed. Very truly yours, PLM/ja CC: FP LOC WRO-2 PLM INDUSTRIAL RISK INSURERS P. L. Maeyaert Supervisor- District Loss Prevention This review was made for property insurance purposes only. The information contained herein is not meant to imply that every possible hazard has been identified, or that no other hazards exist. IRI specifically disclaims any warranty, or representation that compliance with any advice contained herein will make any premises or operations safe or healthful, or in compliance with any law, rule, or regulation. N-366 Rev. 6/81 MINNEAPOLIS DISTRICT OFFICE 514 N icollet Mall - Suite 650 Minneapolis, MN 55402 Tel. (612) 339-0474 June 10, 1987 Mr. Tom Miller Viking Automatic Sprinkler Company 2400 Rose Place St. Paul, MN 55113 Re: NORTHWEST AIRLINES, INC. Northwest Aerospace Training Corp. Eagan, MN Location Id. 832551/Prospect IRI Log No. 103 Your Contract No. 87-6362 Drawing No. 11 and 12 of 12, dated 5/18/87 Areas A, B and C 3rd floor Dear Mr. Miller: We have reviewed the plans submitted for this project and find them acceptable for insurance purposes, subject to the water supply being capable of providing what the city's consultant estimates when it is installed. Very truly yours, INDUSTRIAL RISK INSURERS PLM/j Acting Supervisor - District Loss Prevention a Enclosure CC: LOC WRO-2 PLM This review was made for property insurance purposes only. The information contained herein is not meant to imply that every possible hazard has been identified, or that no other hazards exist. IRI specifically disclaims any warranty, or representation that compliance with any advice contained herein will make any premises or operations safe or healthful, or in compliance with any law, rile, or regulation. _...._.-..........._..-.._......__._._ --. \ * * * * * * i iAGAN pp?E .. .. R= :R:: I-d: I[:iii:: F"'• F Z Q:::b 1- IF ED B_ 1:: LT PI IFii. A" Q.:.f Q:::A Pi Q I1 R_ Iliii::: F 9 :F: Q.-.G• R°R mac: I At Ac. „^Q.c. s c An rya :.Ps :.Ic IK ;fin. Ac q< 3c %hm AK syc In I< wK::;Inc JK fix. 4, X AIC 007 *: V ::II: PC,: J. Pi Q::w el L J ..h.... ff 11 X 1- 3: Q:':: 22 F" F Z ::k: II"A IC L. R?iE F f It: 1?K,?: " 1— - R -" tt`1, 1-p R...... u i ^l :11. 11-1111 y % II DI C do 1 12 es X e& -- At X yR A< Aw: Wit: jK: 4K Sys: fir: syc j< Aws 4: ;fit: JK: : IK 4K N: 4{a: mys It: It: DI V ;%7r 3RK: Dy, DIV ISC fit: ZIC DWI' ;{t:Kul.'Xt?k?kW>kKt?t?kNcY,?$t?K?t>k?t%kh?ktAtiNtni;{i?(t?ltM>KAth'tktW?k?VCN,:hid",?It?ft?M?'tYf.hl'Y„?VfWX<H<Kc>#>k?t?'tNt%k#:NtW.kt?It?kHt?Ot$tNt7ltNcNtNt * CONI RACTOR VIKING AUTOMA'T'IC SPR:I'N KI..Ii R COMPANY * NAME NORTHWEST AEROSPACE RAINING CORPORATION * LOCATION 2600 LONE OAK POINT, EAGAN, MINNESOTA * SYSTEM NO. BLDG A-2 * CONTRACT MO. 87-6362 *******?%********?ta?**%kXt?c*?u********%t****?c?t*•x,*?t****:It?<M?kdt?t*********w*****?k* V I l< _T M C;- 1=11 1._9 TJ F_tl t-1 4=tl T(- I!_ ED F,, 0"Z :11_ 04 JI'+.. L... L:::_ II"'4. y * 1K'*)!C***?C**?*;k)ICS'(;ICNC?'C:JC*?%!C?YiC*?YiC??;JC?????'C*?C il(?'C?'C10(;jC`ItA'C)IC KCM;?W.M?C?%Ik%{C;JC)!C aC???IC%k;JC?;K;{C?;K)OC>1C )OC ?C ?'C )yC*yiC*)JC YF><C;IC? ,yip ...r .. F-,? r-N Q...JI II...._ n it'll: II"'o u tl ... es I to IN es -- at e& F3 4E.0 _.._.........._._._._._..-'HYDRAUL..IC DESIGN INFORMATION SHEET NAME:: NORTHWEST AEROSPACE TRAINING CORPORATION DATE:. 4/24/87 LOCATION 2600 ROANOKE:: POINT, EAGAN, MINNESOTA BUILDING COMIC DECK STEEL BEAMS COI.. CONC WALLS SYSTEM NO. BLDG A°-2 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 87-636' CALCULATED BY TOM MILLER DRAWING MO. 7 CONSTRUCTION;( )COMBUSTIBLE (X)NOM-COMBUSVTBLE CEILING HEIGHT 26 OCCUPANCY OFFICE AND DINING ROOM S 1( )NFPA 1:3 ( )LT. HAZ. ORD.HAZ.(::P. ( )1( )2( )3( )EX. HA& Y !( )NF'PA 231 ( )J`JI=PA 2310 FIGURE CURVE S !(X)OTHER .15/2000 SO FT REMOTE PER I.R.I. MINNEAPOLIS T 1( )SPECIFIC RULING MADE: BY DATE M !AREA OF SPRINKLER (.OPERATION 2000 SYSTEM 'T'YPE !DENSITY- GPM .1:5 (A)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 130 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 150 MAKE= 'CENTRAL_' MODEL.. "A" S !HOSE ALLOWANCE GPM--OUT,STDEi: 350 SIZE 1/211 K'-'F ACTOR 5.6 I !HACK SPRINKLER ALLOWANCE O TEMPERATURE RATING 165 M CALCULATION ! GPM REQUIRED 626.24 PSI REQUIRED 67.78 AT BAST- OF RISER SUMMARY ! 0 FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST ! RATED CAI'-' 0 ! CAP. 0 7 !TIME. OF TEST 1 AT GPM 0 ! ELEV. 0 E !.STATIC (PSI) 74 ! ELEV U ! R !RE:.SIDUAL.. (PSI) 71 ! WEi:L..l... !FLOW (GPM) 1250 ? PROOF FLOW GPM 0 S H ELEVATION FLOOR LEVEL P ! P !LOCATION :O ti 12 INCH FTRE: WATER MAIN LOOT' OF BUILDING I_ !SOURCE: OF INFORMATION :PROJECTED FLOWS FROM ENGINEERS Y !COMMODITY CLASS LOCATION C.; !STORAGE: HT. AREA AI,SLE:. WIDTH 0 !STORAGE METHOD : SOL T D PILED "/, PALLETIZED RACK X M M ! ! ( )SINGLE ROW( )C:ONVENTIONAL.. PALLET( )AUTOMATIC STORAGE:( >ENCAPSUL..ATED R ! ( )DCJ1.113LE: ROW( )SLAVE: PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ! )(:PEN 0 ! K ! FLUE SPACING: CL..EARANC.,E:STORAGE: TO CEILING R ! ! LONGITUDINAL TRANSVERSE: G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH) LENGTH (FUOT) FLOW (GPM) PRESSURE (PSI) 7K>J?7k*;IC1k%k*k;>Kk?**1F:)K>K*?>K>K?*?N; 1K 7K 7K 3k>K;J;M*%k Y(%JC;$)K %J<ki %k;K%?>kk(>%>a;RM>#*k??XM7k>k?>K;k;kAt%k:Kk(MJk N(?K*%1C 7k 1K A'?>k>k>k k;*N?>K;K F 3: FZ F_° FN it E3 _F EK ED _a_ 7E a..:I fl,,.p TES A" E,: RED I-li R-° L'A -T!-' R : OR: 01 ILii' „ ° :II:: r , 1 n W W v =C': P;: X 1w u a:a- Al a-.a ...a... a-:n M ?=a ...a _u:: a:::: S a IFN: _11, IN ll< u...... I.-.- u K: ac :TIC JOB- 101--41 1WEST AEROSPACE 1RAJI%Ill4C; CORP .JOB NO 87--6362 DA7[i: 4/24/87 F'AC;E: 50 >k*** * K m u :u mm*)X***PRO,J C'T'I-:n I'-- I..(:)W AVAT I...AI:(._I:::?? k??a??:??e? nM?**? x>K>K I??? u ?>K?>xm a_:n 1::z - u^ a ED IR -a...11- L W ..a... a=u ,S" u=° it-'m € ;: u::::: -a... P. 1: U 0 :1 a^ 8 a..-rr DENSiTY x ARE A 0).150 x 2000.00 -• .300.00 OVERAGE ::.. 0.64 192,00 RACKS - 0.00 L14SIDEK HOSES 1io.00 n /J OUTSIDE HOSES 350.0 Llti/LI>in1G ? Z-^-'- ?LOOQ FLOW RF: W D FOFi .S'YS"rI :M 492.00 FLOW AT BASE: cIF RISER ::. 642 00 MIN FLOW AT BASE: OF RISER 0.00 TOTAL.. FA OW 99:1.00 STATIC 79.00 RE:S'IDUAI_ PRESSURE: _ 1.00 RESIDUAL. F1 ...04J 1 ':>O.oO FLOW FROM CITY S(. PI'-'L..Y AT 2ol'S'L 3681 G1:.,M 1'RE:S.SURG. FROM CURVE' @ TOIAL. FI_.0W = 7;3.7(:? E:1-E:VAT1014 o.00 1=00r = O. NO. nIA . (' ° L E-N I'lI FACTOR 1 B. 140 140 0.0() O :CFI H ADDITIONAL.. VAI...VE: LOSS, 1:;.'T(::. SAf lc:TY MAR(:;'I:I`I PRESSURE. AVAILABLE: FOR SYSTEM +• FL..OW F-•F FLOW Vri1..OC1'1'Y 0.00 0.00 972.00 6.11 :.. 0.00 0.00 7;3. 7(3 5 Ys T?? .?FS/CN Din111V6 CI-Alf As'OOM -iS/zoad SQ./ r Rt-:k0M Ajuln,66/R DF 1164,9-F Xn/ i?Lz?? 07E /I- RE/a V4,?/E.I P99 ni E h/n076- "97AX1uJ, 11E.9D 56901vG 13d 54. FT, NOTE 4LL / 'r 7fexa :Z "P1 o"iPc 7o- G'E TNRc-mm e-r 4GL/6O XL W17-9 Gf1S r /11dn/ G11-7'11v6S SILL ?2h 'ffl 1111Zr t 6 -".ff (/ /PE 76?13E'" 6gowc-w .SGNEOc, LE Rio W17-13 W6Ld6o a?r??rs N: Iv. Wt 3-C V _C D ti. :.1 H-1 Q:ri 0. ...fl "T - Q: 1 k .. c: nWc Jf:ITi-- NORTHWEST A F:RC)'AC:I_' 'T'fiA3:14:CPIG CORP .li:)I3 NO 87-6:362 r)A'T'I : 4/24/£37 f'AGE. :51 * f< ** k x*N **** F>a X * K** %? kI31...Df:: 'A/ '<' 11D F'I_R RI': Ni(.)1'I: :U:1 TO I.li:: 1 *# %>F*MM>k?k**>k** k**>K?K?F ?* HYr)RI C. (7A C. f'(.)UT:V. p- I::.[:- 1::.-j- F'1' RE 'F. FLOW D.I:A. F IT'T I1%]1; F'I'GS . F'L:. FV k*??X* VIQTI:::S' ?k***kt f'll:[ITT QT L..OS'S'iF L..E:PI(:.'1'ILS .1.C T. FT PI%l 14 8 5 1 .104 11.. 2.0 1 ..`:>() 7.03 0A== 0. 1'S X 99.00EOF. QoTT- C=120 IT 5.0 7.00 0.00 K= :3.600 V ::- 4.90 -,4 f?Cm 14.0':5 _._ _._.._._._._.._. 0.05£34 _._._ .................. ........... ...._..__.._ 13.50 ._......_............_.._...... 0.':i0 _.._........._.._..... .._.... ._.._ .............. . ._................ ._......_.......... 14.85' /.53 1< 1::- 5.410 d ..._..7... T....... Q. t. ._G._.... _... 14, B.5 1 . 1 04 21i. 2.0 14 .00 7.03 QA = {) . 15 X 99.00SCIF. A C:=:120 4.00 0.00 K:= 5.600 V = 4.913 1 4.835 0. 0.58.4 1 8 . 00 1 . 05 .................... ......_._....... 116"gO `LocwA"(G ......_......... .....__.._..__......_.... .... .._----- 1 :5. 16 1 .4:52 1 k7.00 13.0£i 13.0£3 K-:: 5, 41 0 7. £i5 I? C:-:120 01.00 E).OO 0.23 VELOCITY 5.£31 .................. . ._..._`.?.... ..... . ... 0 _0>... . .. . .... ... . .... .... ... . .... .... .... ....0..()o ().:57 7.£3.:5 .. ../E?DJ 15.43 1.4'32 12.00 B. 6:5 E3.65 K:-. !5.410 F'= B.13 C C==120 0.00 0.00 0.52 VUL0CITY = a3 SO 45.44 _................ _.... ._._ 0. 1 21 9 _...._..... .... ...... . 12.00 1.46 8- i :.i 3 'Am .. 16.36 1.452 0F= 4.0 4.00 10.11 1 ().11 K= 5 .410 F'= 9.14 1) C::=120 IT 8.0 8.00 0.00 0.97 '•dlii:l._C)C:r 1 Y = 11.96 61.130 0.'153 12.00 ':iii 9.14 /?Gf7 l ?G yG 61.80 12.69 K 2:= 17..3`_50 108 _- _ _ _........._. ...._._......_Y/'/G?pL.......-...._._.._./.0...,c_. /d 6./n.yr ._/...03. ..._.._........_._._............ ..._. ........ 113.00 1. 1 04 1 f:" 2 ? 0 "00 10.33 QA= 0.15 X 1 20.00SOF". F C=::1 20 1 1' 5A O 7.00 0.00 K:= 5.600 V :-• 6.03 cll17 fI TCe?t 1?8? 00 0.0834 _._.... .......... ........ 9.00 .___._......_.._......_ . 7:5 .__........._.._.__._._._. .....__.._.._ .._.._..........._ 113.00 11.013 1? 3-• 5.410 _,?r,6?r,oNC%%.r_?c•.._.. _.._._.-..... %%Prc ?L.-....._.?_?_.... FC?...._.. ?1....?.._/}?t....-.... .._.._._...... _ 15.75 1.104 1r:: 2.0 2.00 7191 0O:::: 0,15 X 105.00S'CTF. ? I v c-:12 () IT 5.0. 7.00 0.00 K=: 5.600 V - 5.28 15.75 0.0652 9.00 0.>9 15.75 £3.50 K 4= 5.400 _ ?_.?AANL!/.Gl!?C ........ . ......_._.._...........6.. . .E...... _.N.... ..... ®^ G C /1/o S _- ..._. .... ... .._. ._.... _- 15. 75 1 . 1 04 1 E: 2, (i 4.00 7.91 : ^ QA= 0. 15 X 105, 00SCH . 0::::12 0 1 T 5.0 7.00 0 00 K=: 5.600 V = 5.28 /l 15.75 0.0652 11.00 0.72 ''// 15.75 ......... _.._ ._.._.. ......._......_._.__ 13.63 __._ .......... ..._.._....L.._._...._i.._._.____._._._._.. K 5 .5.360 I IF 4K Vic: roc: 4c %V X K :1 " c;- onn L._B "Y' 01 ?-ti fr1i -TC- :3:: C:;: 11:R: :11: U` 11 K ?_.... E..:: F f 0 Q:: A .. Vic: 4C 4K XS JOB- NORT HWEST A EROSPACE TRAINING CORP JOB NO 87-636 2 DAT E:: 4/24/87 PAGE 52 *kkkK**** *K*?cXc k **k?X%MkY?1LC)G 'A' 2MD rLR RE MOTE *I T O 1.1r?? ?MXX%c*KkkMXcY??X%c?%*k** HYDRLC. TEA DIA. EQUIV. PIPE PT PT R1-.1". f-1..OW "£.:" FITT ING I T6S. L-'E 1-'V **I** MOTES ***** POINT £:1T LOSS/1- LENG THS TOT. P P'I`I 15.75 1.104 1E. 2.0 6.00 7.91 QA== O.15 X 105.00SOF. C=120 IT S.O 7.00 0.00 K::: 5.600 V :::• 5.2£11 --------- 1 =_1.75 ------- 0.0652 -------- -- - 13.00 -- 0.85 ----- ----- --------------------- 1'_`1.75 -- ---- ---- ---- ---- 8.76 - K 6:::: 5.:320 --------- ------- ------------ ?+ ----- ' _ --------- _N-._.3.3... ._.._._.__._.._ ....._.__...._._-....._--._.___--__-- i8.0)0 1.104 1E 2.0 2.00 10.33 OA= 0.1:5 X 120.00SOF. L C=120 IT 5.0 7.00 0100 K'=' 5.600 V 6.03 18.00 0.0834 9.00 0.75 / 11&'4!7 ?cowi•?G_ 0.00 1.452 8.00 11.08 11.08 K'- 0.000 P'= 11.00 L1 C=12 O 0.00 0100 0.00 VELOCITY = 3.4£3 --------- 18.00 ------- 0.0219 -------- ---- ---- 8.00 --- -- O.i£3 - ----- 11.00 -- ------- - -- 18.01 1.687 - - ---- 13.00 -- - 11.26 ---- 11.26 -- ---- ----- K= 5.410 f'= i1.08 MI C=120 0.00 0.00 0). i 8 VELOCITY - 5.16 --------- 36.01 ------- 0.0381 -------- ---- ----- 8.00 ---------- 0.0 --------- 11.(:}£3 ------ 2 &6,1I f &Osi?i?l. --------------------- 18.04 1.687 01::: 4.0 3.00 11.57 11.57 K:::: 5.400 P'= 11.16 Mi C.;=120 IT 8.0 8100 0.00 0.41 VELOCITY = 7.75 --------- 54.05 ------- ().0809 -------- ---- ----- i 1 .00 ---------- 0.89 --------- 1 1. 16 ------ ---------------------- 54. (•)5 12.46 K 7== 15.310 107 0(/ (F /14-25-v 18.00 1.iO4 1E 2.0 2.00 10.33 OA= 0.15 X 120.OOSQF. 1-1 C020 IT 5.0 7.00 0.00 K= 5.600 V ' 6.03 ---._'--._...--- 18.00 --•----.._._ 0.0834 ._ _.._....._ _.--- ----... ......-.._ ._.._. 9.007 ..............._. 0.75 / 116At9 `cof./ ..... 2......_ 0.00 1.452 8.00 11.08 11.00 K== 0.000 P= 11.00 Hi C=120 0.00 0.00 0).0)8 VELOCITY = 3.48 --------- 18.00 ------- 0.009 -------- - - -- %-- 8.00 ------ 0.18 --------- 11.00 ------ ---------------------- 18.01 i .68'7 -- ---- 8.00 1 1 .26 1 1 .26 K:-: 5.00 T='= 1 1 .08 11 Cm1 (-) 0100 0.00 0.18 VELOCITY = 5.16 --------- 36.01 ------- 0.0381 -------- ---- ----- 8.00 ---------- 0,31 --------- 11.08 - t ?? W/??i 17.91 17.91 1.687 OE 4.0 3.00 11.57 11.57 K= 5.360 P'= 11.17 K1 0-120 IT 8.0 810)0) 0.00 0.40 VELOCITY - 7.7:3 --------- :53.92 ------- 0.0806 -------- ---- ----- 11.00 ---------- 0.89 ------ 11 17 -.3 ??Ef1Df ?Lpw/n/(, 53.92 12.46 K 8= 15.280 105 --------- ------- -------------------- - -- ------ -------------------- 18.00 1.104 - iE 2.0 2.00 10.33 QA= 0.15 X 120.00SOF. F:: C:=:120 IT 5.0 7.00 0.00 K= 5.600 V = 6.03 i8.00 0.0£1334 9.00 O.75 --------------- =HK : ?PK aHc 4 ' ::0` Ox;: 0" 0 H.- Oil H_p "H... C:h H^1i rFre -Tr :H C:- IfVZ 7C V 0 0< L._ F ". cc; W. a *c JOB- NORTHWEST A EROSPACE TRAINING CORP JOB NO 87••-6::3 62 DAT E. 4/24/87 PAGE 53 * k* k* kk K k K Y? %YF:k Y *H kN C.tl...nr. 'A' 2ND FL K REMOTE 0 1 IJC;?KX TO ? % ? ?*3 k ?t**?C?%c*8<?c*?YC?** HYDRI_C. QA DIA. EQUIV. PIPE PT PT REF. FLOW °C" FITTING FTGS. PL'-'. PV kkHck* NOTES ?KXoK>Oo% POINT OT LOSS/I'- LENGTHS 'L'OT. PF P)%l 0.00 i.452 8.00 11 .O£ii 11.08 K= 0.000 P- i i .OO E1 C=120 0.00 0.00 0.08 VELOCITY = 3.4£3 1800 0,0219 8.00 0.18 11.0(-) 1 8. 01 1.687 _.._._. ._._._._._-_.._.._ _.._._ 8 00 _.__. __.._ _. - 11.26 ._. - -_.._._._. 1 1 , 26 ....._._. _.._._._ _....._._._ _ _ _ --- _.... _ K= 5.410 P= i k O f:l Fi C020 0.00 0.00 0.18 VELOCITY = 5,16 36.01 0.0381 8.00 0131 11.08 2 A16-"7 ( ? __._.._._.____ ___._..__.._..._ ..__.._..._._.._._ .. ..........._.._.._.._..._._ .........._.._.._.._._. _.._.. _.__. _. ........_.... ........._._._..._. ZQ6?7,v , _ ...._.......-.--_._... _._...-- i 7.7£3 1.687 01-:: 4.0 3.00 11.57 1 1 .57 K== :5.320 L''== 11.17 GI C=120 IT 8.0 8.00 0.00 0.40 VELOCITY = 7.71 -------- 53.79 ------- 0.0£:302 -------- -------- 11.00 ------ L ....__..-. 0.1:3£:3 _._-...._.-..._.._.._ 1 1 . i :"1 ...--._._-..._ 3 .116,0 `j I- w/n?-- Q - - . 53.79 12.45 K 9:::: 15.240 102 --------- ------- -------- 6- 67 --------- ---------- -------------------- ....... ......._............ _ 14.85 1. 1 04 i E 2.0 1.50 7.03 QA= 0.15 X 99.00SL' F. A3 C-120 IT 5.0 7.00 0100 K=: 5.600 V 4.98 14.85 0.0584 ---- --1- . 0.00 1.687 12.00 7.53 7.53 K= 0.000 P'-= 7.50 A4 C=::120 0.00 0.00 0.03 VELOCITY =. 2.13 14.85 0.0074 12.00 0.09 7.40 14.93 1.687 12.00 7.62 ............. . .......................-.........._._......_._..... _......»............ K:::: 5.410 P= 7.62 B3 C==120 0,00 0.00 VELOCITY 4.27 29.78 0.0268 12.00 0.32 Z1619 MCI 14.97 1.687 1200 7.94 7.94 K::= 5.41() P= 7.66 C2 C=1 2O 0.00 0.00 0.2£:3 VELOCITY = 6.42 .._..........__ 44.75 ._.----- . 0.0570 _------ ..... ...._....._............_.... 12,00 _.._._... .................._...... 0.69 ...._........_..._. 7.66 ..............._ 15.43 1.687 OF_ 4.0 4.00 8.63 8.63 K= 5.410 F== 0.13 D2 f.:-120 IT 8.0 & 00 0.00 0.:50 VELOCITY = 8.63 60.18 ._._.._..-.- 0.0987 ---...____....._. .__............_.'....._..... 12.00 .............._....... _. K I 1 9 8, 13 _ / ....._`?C!9.d?..1 C.fJG!Gcf, 60.18 9.82 K 10= 19.200 104 ..................... 5...._.. ..../Q. y.......... ....._>........... /vo...... S_ y 14X5 i, i 04 I E 2.0 1.50 7.03 QA== 005 5 X 99.OOSUF. Al C=126 IT 5.0 7.00 0.00 K= 5.600 V :.. 4.90 14.85 --._.._._.._..._.__._. ._._....._.._. _. 0.0584 _......_......_..._._.........._._._.._..-._.-..... -8.50 __ _._. _ __ (7_'.>? ..._.. . ..__.. _......_ - 0.00 K452 12.00 7.153 7.53 K::= 0.000 F'= 7.47 A2 C==120 0.00 Koo 0.06 VELOCITY = 2.87 14.85 0.0154 i2.OO O.i£:3 7,47 1 5.02 1.452 12.00 7.71 --_.__._.... K= 5.4i o F'= 7.71 B2 C=120 0.00 0.00 VELOCITY 5.78 29.67 0.0561 12.00 ().6;? 2 /??9Df FLow?l?? AK Ac AK 4c %V J.. 01:::: 10 04 g":) el-H O.JI ...0-' G': A Oli ..0." l..: C]: II: r" F-Z ::IC 0"il 0`:: R..... I.E: 0::.;": 9:" tt.':)[ ... Acw* w JOB- NORT HWEST A EROSPACE TRAININ G CORP JOB NO 87-6:362 DAT E 4/24/£37 PAGE.: 54 *O O k*O N O * KY?Y?Yr%? xY?**YRX kY6WMT:;I...bC; 'A' 2ND FL R REMOTE I T 1.1C,>f>K?MX n? K p k K? #X?M k KYn?K*k % k K* O IIYDRI. C. G DIA, ECT1.IT:V. PIPE PT PT REF. FLOW °C" FITTING FTGS. PE PV NOTES *?KkkA? P'OIN'T' UT L..OSS/F LENGTHS TOT. P'F PPI 55.18 1.45' 12.00 8.38 805 K::= 5.410 P= 7.87 Cl C-120 0.00 0.00 0.:51 VELOCITY = 072 4:5.05 00260 20(? ...12.00 _..._._.1.44 -s..... _......../._.i.j.. ...... 1 6.49 1.687 OE 4.0 4. 0(i 9.82 9.82 K:::: 5.410 P':::: 9.29 Di C==12O IT 8.0 8.00 0100 0.53 VELOCITY :. 5.82 _ 61.54 ----- 0. 1 029 ._ ------ ..............._.........._.... 12.00 ._......_.._........ ----- 1 . `.'.4 .............._....._......._.. 9.'::`.f ......_._............. .......T.................._........._...............................tr. 61.54 11.06 K 1im 18000 103 --------- ------- -------- -------- Z?l ------------- ...... ......... E ---................ ._._--- -. -. _. _._._.-. _ ..-_..._..- 14.8:5 1.104 'I:_ :2.0 14.00 7.0;5 QA= 0.15 X 99.00SUF. A C=120 4.00 01.003 K= 5.600 V =:. 4.95 --.-._._..-.._.....- 14.85 .__.-..- _ -._- 0.0:5£:34 __._ --._...... ...........- -....._.._ 18.00 ....._.._..___.._...._.._... 1.OS ................. ...._ ._..._.. ---..-............. /C<1Q LOw ? f ....................... ........! ......_._.lw?.....- 15.16 1.452 1%00 0.08 8.05 K= 5.410 P= 7.85 B CQ20 0.00 0.00 0.2:3 VELOCITY = 51£31 --------- 30.01 ------- 0.0566 -------- -------- 1 0.0 0 ----------- 0.5 7 ...... --------- 7 ................_._..... .. _c?.._.(.._..'._....4CL...._ ?.f?_... ^!?i... Q.43 1.452 12.00 8.65 0.65 K= 5.410 P= £3.1:3 C C-12(-) 01.00 0.00 0.52 VELOCITY = 8.00 --- _._-._._ ._....4y... 4 ._?).-5_,1} .... ..-.....-...-............... .._........_1'<t.0i) 1 .46 C3.13 3 /?.m ../too(a/1/??Z..... i 6.36 K452 OF 4.0 4.00 i O. i i 1 (i . 1 1 K:::: 5.410 P•== 9.14 I) C=120 IT 8O 5.007 0.00 0.97 VELOCITY = 11.96 61.80 0.053 ` 12.00 : 2.5U 9.14 . ._. -. -- _ _.---- ....... _._..._............... ........_.. . 000 _._ .. .. 3.260 .. . . . ._. _.... . . . ._. 6.00 __._.. .- 12.69 -. . 12.69 . K- 0.000 P= 12.65 10i C=120 0.001 0.00 0.04 VELOCITY -• 2.37 61.80 0.0041 6.0)0) 0.03 12.65 --...-......-.._._._.._ .._........_ ........... 54.O8 ........................... 3.260 .........._--..-........ ._._.....--.._.........--.... 2.00) ..............__._.._ 12,'72 ...... 12.7:2 1 c K:: 1'i5.240 P= 12.59 102 C=120 0.00 0.00 0.13 VELOCITY = 4.45 1iF= 0.0134 2.00 0.0:3 12.::9 ? 65.20 3.260 ZOO 1 2. /5 12,75 K== i 8.:5(•)0 P= 12.42 103 C=120 0.-00 0.00 0.33 VELOCITY 6.05 -....--.--...__.. 18i.08 ..........__.....-..... ._ (•).0306 _._.........._. .._ ................._._ 8.00 _..._.._..._......._._.. 0 25 ..._...._ .. ............ - 12.42 ------- /L s& ?GJW/N? - 67.56 3.260) 2.00 13.0)0 13.00 r K= 1,x.200 P= 12.38 104 C:=i20) 0.00 0.00 0.62 VFI_1:3CITY =: 9.55 ---.-...------ 248.64 -.._....-...--.- 0.0550 .......-..-..-....-- -._._._....._._....... 2.00 ............._.-..-..-..._..__... 0.11 ...-......._........-.......... 12.3 ..... - l /SYNAl _?&cy ???(, 55.33 3.260 4.00 13.i1 Kv 15.280 Pw 13.11 105 C=120 0.001 0.00 VELOCITY 11.67 -....._.._- ........... 303.97 .........._- ---._ 0.079£3 ._ - -..._._........... ..._.........................__ 4.00 ----..._....._._._..._._ 0.:'3`' ........................`........ ...._....._..._........ /?-,9DJ / L /rv ....1... ........_c................_.._...._?w..._.. . 63.58 3.260 6.00 13.43 K= 17.350 P= 13.43 106 C=120 0.00 0.00 VELOCITY = i4.12 367.55 0.1135 . 6.00 0.6£3 d2 o2 //EAss W Dv. W V, T K: 1, PA 111:. All U...B "A" C-11 til f Al .I...::fl:: 1Cks-- PIOR THWE:ST A EROSPACE (RAININ G. CORP ,.lOn NO 87--6362 DAT E' 41/24/f37 FAG'E: 55 % N kXt k**N k* k **? k * p K?FX *?Fk31_.I)f ' A' .2111) f-'I_.R R CAL)TC:: .0:1 TO IJ(,**3s*)K*,,X***)?Yi************* FIYDRI._C. (3A DIA. I:::CI (.IIV. PIFl E., F''1 F' REF. FLOW "C" FITTING (-'TGS. k:: I'V 8*:*** IIIOTI:.:S ***** P()1:I T OT I._OSs F- 1...ENGTHE TOT, P1:- FIN 57.`.51 3.260 2.00 14,11 K=:: 1.':1,310) F':- 14.11 107 120 0700 0.00 VE:I...OC'I'I'Y 16.;3:3 - 425.06 .---._.___._. (-).148':> _.._._..__._._.._...__..._.._.._..--.- 2.00 .-.--......._.._.._.._..... 0.30 ....._....._._.._....__....._......_._..._......... ? f ....o.2. _flL.....Rr-_.?a.wG.._ 65.86 3.260) 31 7.0 96.00 14.41 K:::: 17.3::10 1'':::: 14,41 108 C-120 1'11!:5,0 36.00 0.00) VI_I._CCITY •18.86 490.92 0.1939 132.00 2':5.60 2 f /yEAps `LUy /,cf 0, 00 3.026 2, 00 40.01 40.01 K= 0.000 1=':= 36. 77 112 C=:120 10.00 0.0 0 3.24 VGL.OCI'I'Y = 21,89 490.92 0,2787 1O.00F . 12.00 3.34 36,77 0.00 3.260 21' 7.0 7.00 43.35 4:3.35 K:'= -0.000 P= Y40.9> 113 C=120 1,115.0 29.00 0.00 2.40 1(3.86 490.92 0.1939 . 36.00 6.9E:1 4().9:.15 490.92 -- .... . .. ....... .... ....... .... ... ............ ...... .... ....... ... ....... .._..... .... .... .._.... .... ..,......... .... ........ 0.;3:3 .. .... .._.... __.... .... __.... .... _f._.__._._...._._..... K 12:::: 69.200 114 490.92 6.340 ...... .... 7.00 ..... ....... ...... ...... ........ .... _...._...... --..... (),3;3 .. ......_....... ..... _._.......-._....._.,........._....._....... @A:: 490,9 PT= ':'10.33 114 C==120 0,00 0.00 VELOCITY - 4.99 490.92 ._..... .......... 0,0076 ... _._._.._....._..................._........... 7.00 ._..... ...... . 0)70''5 .... .._.... ........ .... .... .... ..................._....... LQ/s/NCG7p?/p$rf?^'Pfir?G .................._.............._.............._.._._ 1 :50.00 6.340 151--'14.0 " 15 0. ()0 A/ S 50. 313 /,OE 0A:::: 1 >0. () PT= 50.38 1°10.3 E:: C::=:120 2 T30 ,() ?70.E)0) 11 726 VI CITY 6,51 640.92 0.0124 420.(-)0 ::5723 PL:-- I='OR WE (:1t', 25.9 640.92 .. 66, ;37 713.3(:10 D0SR -- ............... .._. ._._.._...... _.... .._ _.....! ..... ... ........... ................... ............................_._.__..__..__. 06-.2 `/ l /fM G° 7/- 6- ?f/ gdHi6.4,d4 L (,? / a L".vTitAivcE %c AC AK V: %V ::F C< ] F.. II°11 C-. n"-=i D.. A 1T_. El P1 (r-u -1 ::N:: Q:::: F> F Z _IC P U PC II._... Oil MR: CT 1-1 _ 36c Bbc * 0K JOB- NORTHWEST AEROSPACE TRAINING CORP ,1OB NO 87-6362 DA'Tl.: : 1/24/87 PAGE 56 *X M*X?% *?k ?X? N ?k? KW k KX« M MY3I...Y)fr 'A' ND FL R ARMS F Y)I' (f S K k;Y. #W K?FX X?MX k #X??X?F%?X ? K%?k?X??? HYDRL..L'. CAA "C" EQUIV. PIPE Pr P.T. REF. FLOW DIA. FITTING f-_GS•. PE:: PV :K;*** MOTES POINT OT LOSS/{: LENGTHS TOT . PF PPI 14.85 1.104 IF 2.0 3.00 7.03 QA:_: 0.15 X 99.00SU . C=120 IT 5.0 7.00 0.00 K, 4.600 V =:. 4.98 14.85 O.OS84 10.00 0.50 ------- ............._ .._._.......... 14.1:3:5 __........._._......_ ._.......-.._.._.----.._... -_._.- _._..._. 7.61 K 20::: 5.380 Q/ -.._._.._....--.-.._.- -.-.._._......... 14.85 _ ......................... 1.104 ...._...................._......_...- 1IE 2.O -._.._..._.........._ 6.00 ....._............_....................._.- _._ 703 .._.. QA= 0.1l X 99.00SOF. R C=120 IT V Q 0 7.00 0.00 K:-: 5.600 V = 4.98 14.85 0.0584 13.00 . ... .- ..... 0.76 ......-....._.........._ .._._. _ -._.._.._.._ _._.._..._.. ..._.._. _...... _ 1 4. &35 --._......._......_ ... ...................---._.._.._..._. ........_... .. . . 7.79 K 21= 5.320 .............. ..... L.rP?« ........ ._%......_. .... _........... .... .._ ..i ... _b........ .... .... .... .... ............. ..................-...................._.-- __. _--- _ 14.85 1 . 1 04 t l_ 2.O 2.00 Z03 MA=:: 0.15 X 99.00SQF. S C=120 IT 5.0 7100 0.00 Kw 5600 V :-. 4.90 1405 0.0584 9. O() 0.53 ----- -....._....._ ....... ................... 1 4.85 _._......_..............._ .._.._._....._ ............._ ......... ..................._....._ .._........-...... <._... ....... 1.56 K 22:::: 5.400 SI iY?picA ........ 7.... ... .:--_'ri- - /..........._. 19.'50 1.104 11:_ 2.0 3.00 12.13 QA= 0.15 X 130.00,SUF. V C=120 IT 5.0 7100 O.OO K:= :5.600 V -• 6.5:3 19.50 0,0968 10.00 0.91' ........._...... _. -..-._--..---•.--. -----._.._ 19.50 _._......_._--_._ ._ ................................. ......................... .............. 1::3.10 K 23== 5.39(.) V/ _.- ........................._ ....__......_.... 19.5(•) -....._ .._._.._....... 1.104 ..... _......-.._....-._-.- - - IF 2.0 --.._..........__.. 2.00 ...---. 12.13 OA-: 005 X 130.0()SOF. y 0=120 IT 5.0 7.00 0.00 K= 4.600 V - 6.53 19.50 0.096113 9.00 0.87 -. .._......_.... - •--.._.._.._.._ ._.._._... ....... _.- .......... 19.30 .....-._....._............ .._.........._.._.._..._.._............. _. _.._.........._....... . _ _. 13.00 K 24= 5.410 Y/ _....... _-.-.-._._..__ ......-.- -._ ._- ...................... .....1.Y _. _??.r...._Y??... ...._I?DEC.... _....-..._.._._._..........._............_.........._........ 14.05 1.104 1I_ 2.0 4.00 7.03 CTA::: 005 X 99.OOSQF. 1 AA 0:::120 IT 5.0 7.00 0.00 K= 5.600 V :-• 4.91:3 14.85 0.0584 11.00 0.64 _............ _ ..... _ -..-.-._.._..-_._.._. ...._._..._._.._ 14.£3:5 _.._._... -..._..... _ _._......._ _.._.._ _.._.._._ _ .._ _....-._.._.-- .._ _ _ . 7.67 K 25'- 5.,360 AAA _.-....._......-.-.-._._. ...... ._...... _ 5 c-- ._..__.._....... _5. A..E_. ._.__??_ ..E._ -_.._......_.......... _..-._........._._.__-_ .._...._.. _ - 19.50 1.104 IF 2.0 5.00 1203 C.1A=:: 0.15 X 130.00S'OF. C CV 20 IT 5.0 7.00 0.00 K= 5.600 V = 6.:5:5 19.50 0.0968 12.00 1.16 IN: IN: IN: zbc A.a" :1: II° 1: V-11 U';,• C% U...ll ..8... El P1 C% II... 3:: ET 5.- 0:,-*,, OR: 1, B" 11 Bw;: B._... FZ U.=; 0 It: W. : JOB- NORTHWEST AEROSPACE TRAINING CCif{I'-' JOB NO 87 -6362 DATE 4/24/B7 PAGE 57 * K K>k>K k** kk *X?X N X B ?Cm? V: i l:tl._I)G 'A' 2ND 1=1_R ARMS & 17F<f.11" SX X N.Y6XC k X<? U k?% X YF?k XcB ?C k?K K tCXt* HYT)RL.C. WA T)T.A. EQUIV. PIPE PT FT FIEF. FLOW "C" FITTING L-TG.S'. PE PV dY$<>YY,* NOTES >k?Xk*AY POINT f.T'T LOSS/F I_.Ie:NGTHS TOT. - I'-'f PIV 1900 13. 29 K 26= 5.350 CG/ Sec 1£3.00 1.104 1I: 2.0 ti6 f:::120 IT 5.0 19.00 0.09:34 -------------------------- 19.00 LL _c _/ ............... AG. .... Sf`.............._.._--.....------___.._ 5.00 10.33 QA= V15 X 1 20.00SUF. 7.00 0.00 K 4.600 V = K03 12.00 1.00 -------------------------------------------------- 11.33 K 27:::. 5050 19.50 1004 11- 2.0 6.00 12.13 PA- 0.15 X 130.00SOF. C=120 IT 5.0 7.00 0.00 K== 1.600 V = 6.53 19.50 0.0969 13.00 1.26 19.50 13.39 K 29::= 5.330 t6l _........ _ _._........._ ...............: 17& __.....G.....Gi, t?'/....._.._..._.... ._.........._.............._..__......_....__._..__....----_-.- AFB: ?d' ::If_ Ilw: :][: II"II 11 0% A...11 I- U Pi fw-1l 1" :.11:: C.,: a' D:::;• H-Z _ u:: 11A9 IA IL..... E : to ET 0 .. 0 AK JOB- NORTHWEST A EROSPACE TRAINING CORP JOB NO B7-6Z 62 DAT E 4/24/H7 WAGE 50 >k XVR?% k k k kk % H kXt? X ?k k hX <.I:sl...t)(., 'A' :2ND FL R REMOTE 42 rF1 t.1C:W.X KZ<z kz y *? *? ?c% z<? ?c?*?c?cN * k HY1)RL_C. OA "c. EQUIV. PIPE P7 PT REF. FLOW DIA. FITTING FT'G;S. PI::: PV k l? NOTES *X#Nbk4 POINT OT I._OS•S/F LENGTHS TOT. PF Ply 18.00 1.104 '.E 2.0 1:5.00 iO.33 QA== 0.15 X Q0.00SUF. F''F C::::120 4.00 0.00 K:-: 5.600 V 6.03 i 8.00 0,0b34 19.00 - ------ - 1159 ----.---• Ql?//??i _._-- WA A 1 8.21 i.452 10.00 1 1 .92 11.92 K::: 5.350 P== 11.59 GGi C==120 0.00 0.00 0.3 VELOCITY ::.. 7.01 - -36.21 _0 _-- . --.. . _ .i t)_Oti -- ---O. -- 1 1 .:.`19 18.76 1.687 10.00 12.72 12.72 K:::: 5.350 P= 12.30 HH C'-120 0.00 t).OO 0.42 VELOCITY 708 --------- 54.97 ------- 0.0835 -------- - --------- 10.00 -------- 0.84 1 2 , 30 3 f/Gft!<1 fc own (? 19.14 1.687 i0.00 13.56 13.56 K= 5.350 P== 12.80 JJ C==120 0.00 0.00 0.76 VELOCITY == 10.6:3 74.11 0. 1 4'51 0.00 i 1.45 12. 80 y f'EADJ f G 20.40 2. 1 54 .._. _ 12.00 15.05 '15.01 ----- K:::: 5.350 1':::: 14.54 KK C==1:20 0.00 07.007 0.17 VELOCITY :_. 8.31 _.__..._.._......._ 94.51 ._-..------ 0.0692 _------ . _ ..............._._.._._.. 12.00 _.....__._.._..._.._._ 0. B 3 .__. 14.54 20).75 2.154 12.00 15.84 15.84 K== 5.330 P== 15.15 I-Li C=12(.) &00 0.00 0.69 VELOCITY =- 10.14 __......-.......__._._. 115.26 .....__-_........ 0.09Y9 _._ ....................... .._......._....._.._.._._. 12.00 ..........._?..._.._....._.._ 1.20 .. -_......._._......... 1.=.5.15 ._...._._..._.._.... G f?G'A GLO //? _....._......_....._._F ... _...._._.1f!...._fir....... 21.36 2. 1 54 OF-: 5.0 9.00 11.04 12.04 K= 5.330 P== 16.06 MM C=120 i T1 0..0) i O.0 0 0.00 0.98 VELOCITY :.= 12.02 136.62 -._...-.-. ... 0.'1369 _.....-..._.......-... -._.._. .._.-....._._.-. 19.00 ........_..__.........__...._ 2.60 .._...__ ............._ 16.06 . _..---.---.._. 7 h/EFI if O'e vas _.___..._ L?l....---------.•-- 136.62 19.64 K 30== 30.830 i11 --------- ------- --------- / ----- v 59.50 1.104 26 2.0 17.00 12.13 QA= 0.15 X 13O.O0S•L:TI . F' C=120 4.070 0.00 K=: 5.600 V 6.53 19.50 0,0968 21.00 2•03 / </Ad F( 0 &y.y t{_ _ 19.96 1.452 4.00 1406 14.16 K= 5.380 P= 13.77 f.T1 C-12O 0.00 0.00 0.19 VELOCITY _ 7.64 39.46 .._.----- (•).0939 _._--._ ........... ..........._. 4.00 0.38 _.._ 13.77 _....._.....-.......... ..?...f_l,r??.r NG 1 9.94 1 . 687 4, 50 '14.54 '14.54 K::. 5.320 P= 14.0!.; Ri C-12O 0.007 0: 00 O49 VELOCITY = 8.02 59.40 0.0964 4.50 0.43 14.11 20.65 204 5.50 14.97 14.97 K=:: 5.40)0) T':::: 14.63 S1 C=120 0.0)0) 0.00 0.34 VELOCITY - 7.04 _.._._......_..__....._ 807.05 .....-._.__......__ 010509 ._ ................._.._ .._.........-._... _--..... 5.:'.5O ..._.- -._...-_ -•-_- 0.20 ...._.......-... - _._ 1 4 , 63 ........._.._....-._.. ?11 ? /CL /??? ...1_.... ??14? . _ .? __.1........ 20.72 2.154 E 5.t) :. L.. .? 10.00 15.<_'> 55.:..:1 K:::: 5.400) P:=: 14.72 T' C=120 10.0)0) 0.00 0.53 VELOCITY = 8.06 10007 0.0779 20.00 1.56 14.72 C S<? w -- Gdw/"<G w mc ow %V A, Irk 1: 1r%il 1:'.;- 0% U I- 9::Ii P10% 1- N:: FT 21 F" It X t4 It L. EE it CT C3 .. mac: 4c MK: AK JOB- NORT HWEST Ah i:FiOSPACI:-_ TkAIMING CORP JOB NO 87-6361 DATE 4/24/07 PAGE 39 k8<M kX;* k k X p 9 YtK (Y M cgi? K; };sL.I)C; 'A' :?ND I=1._Ii REMOTE 2 T(7 UGm>b S>'f•uA i X<$tY t?YF>F? ?C y Xt? ?CY?YF k k I I-IYDRLC. OA PIA. EQUIV. PIPE py PT REF. FLOW NQ FITTING FTGS. PE PV NOTES POINT OT L nSS/F LENGTHS TOT. PF P14 21.62 2.154 2.00 16.81 16.131 K== 5.400 P= 16.03 U 0::::120 0.OO 0.00 0.78 VELOCITY :_ 10.77 --......--..-.--.- 122.39 ---.._.._..-- () . 1 1 1 7 --........--.........._ .........._ .............................. 2.00 _........................ 0.22 .......................-. 1 6.03 (, A61 ?GOu/ --- ^;! ':1.53 2.154 12.00 17.03 17.63 K=: 5.390 P= 15.95 V1 C-120 0.00 0.00 1.08 VELOCITY :_. 12.66 -.-._._.___._- 143.92 _ _--- - 0.1507 _-_---_- .-___-._.....___._--- 12.00 --.._..__..... 1 .111 _..-...._........._.. _. 15 1 T5 7 Ile ?C uW N _.QJ?.........__.._._.(._.?x_ 22.48 2.154 OF 5.0 9.00 11:1.84 1 £3.134 K:=: 5.390 P= 17,39 W C=120 1TIO.0 10.00 0.00 1.4: VELOCITY - 14.64 166.40 0.1971 _.._....._......_..........-._......... .y.-•i)D . _. _.._....._.-?..-?..... ......?.-?..?5? 0.00 3.260 i0.50 22, 59 22.59 K= 0.000 P= 22.31 109 C=120 0.00 0.00 0.28 VELOCITY :.. 6.39 --------- 166.40 ------- 0.0262 ------ - - 10.50 0.213 - 11.31 --- - --- ------------- 1 66.40 - ----------- ------ ---- ---- 22.87 -- -- -- - K 31= 34.800 110 C/o o 19.50 1.104 2E 2.0 12.00 1203 (:A- 0.15 X }30.00SOF. x C=12(-) 4.00 0.00 = 6.53 K= 5.600 V 1 9::10 0.0968 16.00 1 . 3`1 rr / 1)(-120 /LOW/n26 --------- ------- 19.71 -------- 1.452 --------- -- --- 10.00 13.68 13.63 K::.. 3.410 P= 13.19 Y1 C=120 0.oo 0.00 0.39 VELOCITY = 7.59 _._............._...... 3i'. 2 ...........` ....'.-. 0.091.;2 -._....._......_._._. ._.._-._...-.---_--..- 10.00 ._......_--.._ 0.93 _._._......----- 13.19 ----..-._- ? HERO ft W/NG -._.._.........-........--....-----..._._.....__..... 10.33 1.687 9.00 14.61 14.61 K= 5.410 r'= 14.12 Z 0=120 0.00 0.00 0.49 VELOCITY - 8.54 _._- -.....___.... 59.55 ........__..-......_. 0.09613 _. 9.00 0. B7 1 4. 1 2 LIE .?J... L UG?iN(i .... ?0.1:16 1.154 2E. 5,0 6.OO 151.48 15.48 K= 5.360 P= 15.14 AA1 C-110 1(•).OO O.0O 0.34 7.07 VELOCITY = --------- 80.41 ------- O. 051 ;5 -------- ------ '......... 1 6.00 ...... 0 . B2 . ..:....................... 1 5. 1 4 ........................ f 11&-L2D.S 6 W/i?? ._.........--- _._.__0_... 21.11 2.154 2.00 1600 16.30 K== 5.310 P'= 15.76 }sic C-12(-) 0.00 0:00 0,.54 VELOCITY = 13.93 101.53 0.079() _- 2.00 -- ._._.__ 0.16 _.___..._ 1':1.76 S {/EAD ?cU N(/ 21 . 1 tit 21 54 13.00 16.46 16.46 K= 5050 P"- 15.67 CC1 0-::110 0.00 (' OO 0.79 VELOCITY = 10.79 1<'2,71 0.1122 13.00 0.90 15,62 . . (o EAd?.-_.c lojnw . _ --._.._._...._._._ ._.._._.._...._..._. 2102 __ .................... ;:.'..154 ....._...,......__..._._.._._ ._...--._... 11.00 _.__._.._..._....._._.. 17.36 _.._._..-._.. _. ...... 17.36 . . K= 5.410 P:::: 16.27 DD 0::::110 0.00 0.00 1.09 VELOCITY = 11.71 ___-......._..._ 144_53 -0.1`_119 . .... ....-..._._ ....-........._._.._._ 1'2.00 ._...- 1.82 _ . 16.17 7 1-lem y'COw/r?(Z '''' 7 1. 1 34 OE 5.0 9.00 1 9. 1 Cl 19. 1 S K=. 5.410 P== 17.72 EE: CQ20 1710.0 10.00 0.00 1.46 VELOCITY - 14.72 16700 0. 1 991 19.00 3.7£3 17.72 ??r.i)ly?N(1:= 9t: t: W V '.11. K: 1: U" it C' AI UJ1 "TI-' C-T Mi IP)J "1T"' ]I:: C l 'S* IC=:' N k' : :Il IC II ?'? q..... u d: R :: 0:.A .. ? >4?:'?: xWC JOB- NOR111WE:s'I' A I'Rf]Si'ACL : 'CFiA:CM.T.I'I(:; CORP JO B NO 87°6:362 T)FiT'h:: 4/24/87 1"AGO E' 60 k k?CY 1 X % X *z<? #>Kk r? z< fsL.!>(.; A 2 1`173 FA R RI1r1O T'r: :11 :2 1.1f.: I Y?E<MN? X >F?k k**kizt?C?Ckc*?k?C**? TO HYDRL.C. OA 1)1A. Ef"Wiv. I:.11•E: RE.F. F.,I :)W "C FI'TI'r.I`IC; F1 Gs. I::. r.:. f'v X<XC9** NOTES POIa`IT 0T I...OSS/F LENGTHS 'I OT. PF 166.7:5 3.:.'.60 6.00 22.96 1< 34.800 P:--. 22.96 110 C-::1 2O 0. U0 VI'L..(:)C'f.'T Y =-' 1 2.1.33 __...._.___.... 334.05 __._._.......... _ 0,(-)9'-;1 __......_..-.-.--.- .-..---._._.._.._._....... 6. f>() ..._._._. (). I.i7 E? J fL 0 142.19 3.260 2E: 7.0) 958.00 '"3.::53 23."i'3 K::: 30.830 P= 21 .27 1 1 1 C= 12 0 i T1 5.0 29.00 0.00 2.26 VEa_C)C:C'fY ::- 1 E3.29 476.24 0.1833 87.00 1_`5 9'.i 21 .27 a {).0)0 3.026 2E '2 ( 39.4(:3 :39.4133 K:::: O.000 1'':::: 36.43 112 (J=::122) 24 ,00 0.00 ;3.01-5 VI'::L_(:)(;:1.'T'Y ::. 21.2:3 476.24 0.2635 10).0OF 12.00 6,(3:1.5 36A" 0.07{) 3.260) 11' 7.0 6.00 46.;3:.5 •46.3.3 10--: 0).000) 1-'::- ^44.07 113 0::::120) 1T115.0) 22.(() 0).00) 2.26 VE:I.C)C:l.TY - 18.29 476.24 0.1833 28.00 5.13 •44.0'7 0.00 6.340 7.00 51 .4 :.`i1 .46 K : 0.000 P:=: 51 .30 114 C=120 0.(:A) 0.16 VE:L.O(::CTY = 4.83 476.24 0.0071 7.00 0 U 51 ;30 Jc,N?>im w rewm' Or 1 S w 1950.00 6.340 .........._..........._.._._.... 14.0 ....._..... ......... .... 1'.`if),070 ................ . ... ...... _. . ................_...... _._. ._ .. . ..........._. _ OE 951 `.;1140 A ?(dA::= 15O.O I''T'=: ..51 .51 1-IC)sE 0::-120 T30).0) 270).00) 11 '? VEIOC:!'r'Y 6.36 626.24 O.O i i 9 420.00 15.O 3 P'G:== l C31'f I I'T'. (:)I"' 2ki . 9 626.24 67.1 78 K 32:-- 76.070 ROSR __. _._... _.._ . _- --.._..._ __ _ ??,G?.1d.C.QED........ ...?..T_...... ..G?_U:....._,`.Nf!?..?1?v.4.?.....-._......_.......,..__...,..__......... SEE /?61GE NO 6D foR Co.Urivu 91y? ??R"? ?l,G, T Sti ??? >/ AK w< N K wK h d' ::If.: IF< :X: II`1I U:. • el U...JI I- EM iii C% IF 3: U:J Il u' :JL: U" 11 U'ti:. IL__ 9-,-: F z U::- U:_1 . :XK W. *: 4K JOB- NOR THWEST A EROSPACE TRAINING CORP JOB NO 07-6362 DATE 4/24/87 PAGE 61 *>QC%i**W*>'F M*$<Ut***& kUCUt>K>'F*YF%k *kiFil:::MOTE: al TI RU UG TO S'Ul f'I...YYF YFMX k KX Y,:?tM Xk ?k1FXtUC7KXt? 1( ?YX its YF* HYDRL.C:. QA C. EQUIV. PIPE. PI PT REF. FLOW DIA. FITTING FTGS. PE PV ***d* NOTES ***** POINT UT 1._OS.SJF LENGTHS TOT. PF Ply MOM C=140 95.00 60.32 OA== -530.6BP"T= 68.32 5 8,140 0.00 OM-) VELOCITY = 3,27 _..._._._- -..,-..-. -530.68 ...- -..___-- -0,0019 _._...-._.._..-_-._ ._.....__.._..-...-._.._._. 95.00 -_ . ....................-. -0,19 350.00 C=140 1r23.9 1i0.00 688 CAA== 350.00P'T•== 6804 6 8.140 ?3,94 0.00 VELOCITY =• i.1t 1E30,6E) -0.0002 133.94 ._0.0.4 350 GPm Or.T/D& -------- -------- -------- ---------- --------- -------------- _.._._. __....._........H.a.._.140 ?P_._.... __.......... •- 18 0 . 6 £3 6800 (.:.5 1 7 _-._.__._._._._. ..._._.----- _....- __-.._.- -_.._f4_o.... ._ S®G1Tf_. __......... _._-___._ .._-__.._.._-_.._.__._.._..._._.__.__._____._ 626.24 C=14o 70.00 67.78 QA= 626.24PT= 67.78 BOSH !3.140 i'T46.5 50,55 0.00 VI:"1._(:CTlY ,-: 3.86 6 26.24 0.0026 4MF. 120.55 0.3 2 SPRinKLt,F QE/Y/LJNO -------- -------- -------- ---------- --------- -------------- ..._lP..m.... /.Nli._E... f/ MOM C-140 iE:23.9 230.00 68.10 UA== 180.6fPF- 6800 7 8.140 2804 O.0O VELOCITY =.. 2.75 ---...._..-..---. 445.56 _._....-.....__...- 0,0014 -- ....................... 5.00F. ...........--. 58.94 0.37 %LD(?/411, T 4451..`.56 --._.... ....._._._..._._.__..-.. _._._._....____....__._.. 68.47 ..._..._._.__..._._....__.. CS 2 E3 0.00 C=140 ........ .... ....._...............-._.._.._.. i i 0.00 ..._............._. _ ....._ - -.. 60.47 _.............._........................ _....-.....---._......_..-- _.. -...- OA-.• 0.00PT= 6F).47 SP5 6.030 iT39.9 4:.3.90 - 0.00 VELOCITY =- 0 0.00 0.0000 _.._....... 4.0(')1''. _.. .............. .. 153.90 0.00 445._56 C==140 . - - ---. ....-..-. - ........._._.... _. Moo ......_......_._.__._.....-... 68.47 _._............_.._....._._....-•-----._ _._._._......-. OA= 445.56PT= 6E3.47 F.3 8.140 0.00 0.00 VELOCITY 2.05 445.56 (1.001 4 .... . 35A OO (•) . 0'i; 0.00 C-140 ... ........................ ................................ 310.00 ...................................... 60.52 .._......,.........................._._. -. -.-._..-._._....-._............. QA- (•).OM== 68.52 9 8.140 1146.5 51.55 0.00 VELOCITY = 2.75 44.5.56 0.0014 0.001. 361.55 0.51 ............_ .._..- .......... ........_..........-.....-......._ .....-............._.................. ....................._...... .. 0.00 0040 2E:23.9 460.00 69.03 .. .........,..._ ,_. _...... -... _...-......... QA= 0.00PT= 69.03 i0 03.140 47.88 0.00 VE:LOCTTY - 2.7:5 445.56 0.0014 507.88 0.72 .. ................_......_....... ... --.-....._......_--._ ...-........__.-..__. ._ ,J _..... --.-._..-.-..- 11 0.00 . -._. C-120 .._.........._....---• -_ •-• - •----..-.....- 7.00 _._.-. _. _.._._....._ n..... 69.75 .-._..- •-• _ --...-- -.-..... _ •-_ -- ••- _ ••---..-. . OA== 0.00PT== 69.75 11 7.981 fi>3.00 0.00 VELOCITY = 2M 445.56 0.0020 53.OOF. 60.00 0.12 _..---- ....-- 445.:' ...--._......__......... -._.._.......-..-._.._....._ .._.._........--._.........-.-.. 69. E37 --..........-.__..----._---. _..-..-----...-.- CS 4 P-46 !F 61 W * W,W V.r K- JE 04 Tf:„ ent UT- T- U.31 u-ll ,r T- U.;: :gib' 0,:,. ::H*' P II li..... II' :::: u 4 OF" TDI .. W *C W W. JOB I`I£alt'1' hIWI:,S'T' AE.ROSI'ACE . '1'RA:NIANIG L'01'1P JOB N O S/-6;362 DAU: 4/24/87 PAGE 62 k? kX *% k? F ? k :(? Y,<Y??k? YF s<vRi,r:::rlo r'E: H:2 T'I-IRU IIC: TO S£JI'I'I...''(Y6?t%« MX Y6X X.8<,KX X k?CX Xck Y?Xc%c*?lv? k* I-IYDRI...C. CTA "C" I:OIJ:I:V. FP J. F.1:., 1''T PT rfl:"F'. FLOW DI A. F'IT I`f.NG F'i(.;.S'. PI: [IV X<**** NOTES *)N*** PO):I`FT' UT LOSS/F' I...L::I` G I'FIS T'[: )'T'. FIN 0.00 C:=:140 110.(•)0 6S 32 UA:::: 60.32 S'F'4 6.030 1T39.9 43.90 (?.00 VEL_OC:L'i'Y = 0 0.00 O. (•)000 4.001. 1 "i3. 90 0. O0 530.6£3 C;:::;140 5 .1.140 530.6£3 0.,0()19 0.00 C-140 4 £3.140 530.68 O.OOi9 . ................... 530. 68 3A 0.00 3A 530.60 0 530..6£:3 3 20.00 1746.5 46.5 66..'.1 5 I E,23.9 41 5.00 23.94 4,-.5£3.94 C=:12 0 7.9£:31 .5 3 0 () IT 69.4£:3 CS 6 0.00 C='140 560.0(? 69.48 C1A:::: 69.4£.-3 3 12.210 11'79.£.2 79.£30 0.00 VE:I._()(;I'IY = 1.45 530.68 0.0002 439.f30 (7,12 ... .... .... .... ._.... .. 0.00 (:::::14 0 5E.3:'.5.9 £:)£30. 00 69.60 G)(Y:= O.OOF''F=: 69.60 2 1".210 112.73 0,0O VE:L.OC:['FY :_: 1.45 .-30.68 0.0002 5. (-)OF'. 992.73 0.27 .... .............. -- ....._..._._.._._._........._....._.._....._.._....._....._...._..__.... -..,.. 530.60 6 9. £:37 CS 7 1 NN5.56 ......... .... .f .....PS?.... ..fEQGfI. _ ........ .T.. 54.1°P?.._Y....__._._..._..__..... 99Z.00 i0/7 @- 73.7K fSl Af0.IE>?rsn wAicA?BLE 1 SNPPcy SEC PAGE No -fo P1goj,-CTEO r-tow A11,414,mit SEE P46t No 6.2 ftOw Sc11FriA>(1 SEE M6F /) o 63 WA Tee SUPPLY -5611 gW,,,g 6:1.32 0.00 0.13 6 £:3.4'y O.00 O . E36 G)Wr::: 60.32 VI'=1.0(:I'IY 3.27 DA:::: VI:::L..0CJI FY 3.27 69.31 CS 5 7.00 69.31 OA= O.OOPT'=: 69.31 ;3.00 O.OO VICI_OC:f.TY 3.4 6(-).0O .17 A sc NK oc %V :1C o< :g: T4 Q.-W d-`t, U. p -8-' ED k1i cA'L ' 8- 1: ED 11 F= UZ, '1[ u"il K: II.._. 11-:: it Q CA XK m: 4x ow JOB-- NORTHWES"1 AIiROSPACL TRAINING CORP JOD NO 87°6362 DALE 4/24/(13°/' PAGE 63 X??KX?*X<?kX<Xc?Xc?X;XcXcXtXCXcXc*%tycXC?XcYFX<>k?X:X<X<X?Xcf?I...f.1W SC:IiE_i•IAT'7:f.;X<XcYFX<%f:XcX<YF#cX<X<;FXcX::#%kYFYF?k:X?X<YF?XXcX<YF>a?kYF:K** `."53().68 3>:):):):3A)A ):):):):)):):))):)'):)3 ))4 :1530.68 V V :'.530.68 OO V SP4£C£CCCC`-5 v v 510.68 V 6 V 180.68 626.24 V 44:5.56 })C1S'1i<:CC<:C(:7CC.(:(:C.C:i.(:C:C{:C<:<:(3C:CC:t:•>'(:C'(:CC:<:t: C:<:<:C:<:t:(:1 O 445..:56 V 44406 .00-- v S'P!:S 530.68 445.::56 <?<:CC:CC£<:(:CCCCCC£C<:CC:<C<:{:CC:CCCCC(:CC<:(:(:C.CC(:(:C:t:CC{:C(:i:<:C:(:<:C:i.).);>:)11 445.56 HYDRAULIC C.:AI_.CI.IAI_.TION SUMMARY AREA START END NUMBER SUCTION SECTION i Alp(, fq- ZNa F< <. JK pt A.,,7., t! Z. "L.UW 7'14ett 46- TOTAL. TOTAL,, SUPPLY FLOW PRESSURE POINT 976.24 6',x.86 1 ,* :tic : Ic 4K '%V' ]I:: IK: X Iril f.n^ 01 >1..JI 1171 X1119P)l 1 1: U .' cb Q F;! 1- !!^i! K. N..... IF E H .-Z 0-;: IF-) .. W *: W JOB- NORTHWEST AEROSPACE TRAINING CORP ..OB NO 87-•6:362 DATE 4/24/87 PAGE 64 ?C%?Xtk t> *k?P t?A?KY??Y??4Y?k?; XB<XYckWA1F::fi ,Slll°'PLY ,S'C:IIf:::Mrli':[[;?X?kkXXMKK%Y?t?td>#??C?CKkk?K%*k*** ----.--_.._....-----...._........_...._. _....._....._ .................._._......_._......_......_........ .1 .I ! STATIC PRES. ! 1 *C--- 79.000 PSI ! ! ! 1 j1 I 15LD (5 119 2 ?fcoo2 !! !I S U ! I' ! ! ! ! C ! ! F2 ! ! V ! ! L: ! PRES. AVAILABLE: ! ! * C.--- 7:3.9:36 PSI ! ! SAFETY MARGIN A ! 4. O76 PST. v ! ! SYSTEM DEMAND--) -------------- * * C-- FLOW AVAILABLE: ! ! 476.24 GPM / :a(•)(•) GPM HOSE.: ^ 1343.:3:3 GPM ! @ 69•s9PS/ / ! / ------------- I 1 r E. TOTAL DEMAND ! ! I / V 69.060 PSI. Ai'! ! ! / R 976.24 GPM ! 1 i !J -------•-.-.----.-----.- 1 C RES:I.DUAL.. PRE:SA* ! / 71.000 PSI AT ! I) 1250.00 GPM A / M 3601.04 GPM * I ! / E AT 20.000 PSI ! ! *C--- 11.260 PSI (El E:VA'T'II]N) ! I ! ! ....._.._._....- ---.....------...._..__.._............_._ ............... -- ---.._._._.._..._......---.._.._...-_... -_......_....- ---..._....._.._---•------ ! FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 476.24 GPM INSTDI HOSE 00.00 GPM OUTSIDE: HOSE: 35O oo GPM TOTAL. DEMAND 976.24 GPM 4K At AK 4K %V :]L: K: 1: DA A f<:m e% U_.A 7 U ll e% 1- 3:: IC.;. 3" F.." Ru: X 9"il K'. B.-_. EK IFS: fC:,`. D .. s: 3c A mw JOB- NORTHWEST A EROSPACE TR AINING CORP JOB NO 07-6362 UAI E 4/24/07 PAGE 65 l ? k Y?? g % M? X<*N Y? MXt ?YY? k kX [i1...1> C.; 'A' 2ND FL R RE MOTE *3 1'(:1 1.1f:.MYFY,<M? X Y kX<?KX(Ma MtI ?Ytkt k>X k K8 K HY1)RLC. DA C. I°:O I.1TV.. PIPE PT PT REF. FLOW DIA. FI TTING FTG.S. PE PV *?c cyt<t (NOTES *X?**k POINT OT LOSS/F- LE NGTHS TO'T'. PF PPI 18.00 1.104 1I°: 2.0 2.00 10.::3 QA- 0.15 X 120.00S'OF. C:=1 20 IT 5.0 7.00 0100 K== 5.600 V = 6.03 (iI 8.00 EIAo.@G ......_.-......----- 0.0834 K oo 0.75 1&00 11.00 K 40.::: 5.41() RR _ __ _ _........Z?Y_P/cA.L......_f7.... .._ R?._. 5..s.:r'7.% T?...!/-61 _.. ..................... 111.00 1.104 2E 2.0 14.00 1%33 OA= 0.15 X 12O.OO,SUF, 00 0-:120 400 0).00 K:= 5.600 V = 6.03 _._--._...._....._--._. 16.00 ....._ ---- 0.0834 ----------- ------- 18.00 --------- 1.'S0 --------------- -- /-_hIc-AD._jl_91?L v(, 18.35 1.452 OE 4.0 1.50 1 1 .8 3 1 1 .03 K:::: 5.00 P== 11.50 Pill (::•-120 IT B.0 B.OO 0.00 0.33 VELOCITY 7.04 --.._..........._._.._.... 36..55 ._._....,..._ _ 0.0006 _ ------ 9.10 _......_._ 0._/'1.1.. -501 .-. _. 2 i -.....__Qf .....-- w? ---._.._. 36.35 12.60 K 41= 10.240 RR1 _...... _ _.... _ _._._._ sE_ ........ .. R _....._ .....P%?6 ... IVO.6..? ..........._.... ............. ..... --------------------- 18.00 1.104 2E 2.0 4.00 10.33 OA== 0.1:5 X 12O.OOSQF. p0 C-120 IT ::.O 9.00 0.OO K- 5.600 V :W 6.03 18.00 0.0834 13.00 K09 183 00 . ...._......._._._ ._ ....---......-......... _...._ ._ _ ..................... _. _...... _. -...._........ 11.42 _ ........._....._ .... _ ....._.._ .... _...-._ _......._ ........ K 42=: 5.330 NN1 , --. -•-•----- .._._--..-- ---------- .-. ._ _.-...------ .--... .. ?_ AQS/ 16.HO 1.104 1P:: 2.0 3.00 9.00 QA= 005 X 112.00SQF. V u C==120 IT 5.0 7.00 0.00 K:::: 5.600 V _ :5.6:3 16.00 0.0734 10.00 0).73 16.80 _. _... _.._._.._._. _ _ ......_... - _. _. -_ ._ _ __ -.._._. _ _..._ .... _ _ _._. __... 9.73 ..-.._......_ _ -._... -..._._. _...._ - _..._ _ _ _..._ K 43= 5.390 ,• ? u1 - -._.._._....5 - - -V Al 09A6 E __/1/0--.6_ --- 19.50 i.%4 11: 2.0 3.00 12.13 CTA=: 0.15 X 130.00SOF. W lnl C=120 IT :5.0 7.00 0.0)0 K:=: 5.600 V == 6.53 19.50 0.09611 100o 0.97 19.:50 ___ . _ ._ __ ............._...._---._._._ 1:3.10 ._.-..-._..__-......__.___._-..._....._..._. K 44== 5.390 WWI y! 18.00 1.104 1E: 0::::120IT 2.0 5.0 ._..-----._ 2.:50 7.00 _-...._ ...................._---._...-- 10.33 0.00 •--._ - -_._......._._.-... --.------ OAS= 0.15 X 120.OO.SUF. K-: 5.600 V : 6.03 18.00 0.0834 9.50 0.79 18.00 11.12 K 45= -5.400 ... __.... WK *c: vX V X B< X 114 T.-' #,100 -0- Up 1,11 iA II-- 1: UZ. 94 o< U.- 11 :H: U Z Q:.:: 1:11 .IK: *::6c w JOB- NORT HWEST A I':.ROSPACE TRA:C.PIT NG CORP ,.1OB NO 87-6 362 DATE: 4/24/87 PACiE. 66 Nc?t kMX *BtX M K k i XtY X ?k #% 8<? Y,< c h?#I31...1)G 'A ' 2I'll) F'L_R REMOTE 113 TO UC7#M:X?%X M?C? kM*?tXtXtXt)1c c 1s r%Xt?** K 1-IYDRI_C. QA DIA. EQUIV. PIPE PT P'l REF. 1=LOW "C" FITTING FIGS. PP:. PV ktX<rt?? NOTES KNt?k*k POINT UT 1_C1S'S'/F LENGTHS TOY. P1 Pill '18.00 1.'104 E 2.0 Q.,00 10.33 GA= 0.15 X 120.00SOF. XX C::::1?O 4.00 0100 K::: 0.600 V 6.0:3 -........._.._..._..._ .... 113.00 ............._.__. 0.0834 _._..._..-.............._ ._._.._......_......... 17.00 _._._.._.__......._............... 1 .42 ...._...........--.. ........---.__...._.... 1 yEAO Uw?/?G -------....--- ----.----_. i 8.25 1 .452 10.00 11.75 1 1 ..75 K:=: 5.400 F':-: 1 1 .42 YY1 C==120 0.00 Koo 0.3:3 VELOCITY :-: 7.02 36.25 0,0802 1 o.,oo -- 0. £:30 ------- 111.42 --------- .</EfIDS j?owi??G -------------------- 18.81 1 .687 2.00 i 2.5:5 12.55 K= 5.400 F'•= 1 2. 1 3 ZZ C=120 . Koo 0.00 0.42 VELOCITY ::= 7.09 55.06 0.0Ei'- 2.00 0.17 ----- 3 Q/?O- ---Vlm 1 £:3.6°7 1.687 2E: 4.07 6.50 '12.72 12.72 K- 5.400 P= 11.96 AAA C=120 0.00 Koo 0.76 VELOCITY = 10.57 73.73 0.`1437 1 4.,i0 2.09 1 1 .96 vok"m 6 0.00 2.154 O 5.0 28.00 14.81 14.01 K= 0.000 P= 14.53 AAA1 C=1207 1710.0 10.00 0.00 0,28 VELOCITY = 0412 --------- 73.73 ------- 0.0437 -------- ------- 38.0707 --------- -- 1.66 ------- 14.53 --- - 0.00 3.260 IF '7.0 - 17.00 16.47 ----- 16.4/ ---------------------- K- 0).00)0 P== 16.42 115 0::::120 7.00 Koo 0.05 VELOCITY = 2.83 --------- 73.73 ------- 0.0058 ------- -- -- 24.00 0.14 16.42 - - 73..7:3 - - -- ------------ ------- 16.61 ------ -- --- ------------------- K 46 18.090 116 _..... «_. /I/a _6_e...._. ........ I B.00 1 . 1 04 I E 2.0 3.507 10.33 QA= 0.15 X 1 20.00SCIF. (0::::120 IT 5.0 7.0)0) 0).00 K:= :5.600 V = 6.03 ---------- 1 (:3.00 ------ 0.0,.134 -------- ------- '10.50 ------------ 07.811 ------- --------- ---------------------- rrry 16.00 i1.2`1 K 47 5.380 18.00 1.104 2E 2.0 14.00 10.33 QA- o.15 X 120.00SQF.l DDD C.:=1207 KOO 0.00 K= 5.600 V = 6.03 16.00 --------------- 0.0834 ------------------ 11:3.00 --------- 1 .so -------- / ??EAO I-?,40wirv4 ---------------------------- 18.35 1.452 OE 4.0 2.50 1 1 .03 i 1 .83 K== 5.410 P== 11.50 E:E:I: C==120 IT 8.01 1:3 oo 0.007 0.:33 VELOCITY = 7.04 3605 --------------- 0.0806 ------------------ i 0.:50 --------- 0..85 -------- 1 1 .:50 2 ,t/EHpS FCOW/N(i ---------------------------- 36.3:5 12.68 K 48= 10.210 ELF_i ----------------------- SE_E........ EErr/......Y?5 _G E _. . ?........._? -- ----- . ---------------- 1.104 2F:: 2.0 12.070 1 *18-00 0.33 QA= 0.15 X 120.00NQF. BBB C; = 1 20 IT 5.0 9.00 0.00 K:::: 5.600 V ,:° 6.03 '18,00 0.0834 21.00 1 .7:5 ?EAO fG owiv( A: 4K Vic: A< M'' =q_ 9< T. IL'TI IT.. f`;i tj -IT- EI t l 0;11- :N (! r .,s.• T" ii:;:! Ir. rr%u o•6: II...... IF -.: F v co o .. UK As UK N c JOB- NORT HWEST A EROSPACE TRAININ G CORP ..1175 NO 87-6362 DAT E 4/24/137 PAGE 67 K% KXcY?* K%ck #?X%??kX?W. N % %i% r,< k% % I31...I)f:, 'A' AND r L..R ril: ::MOTE II ; T 'CT I.)C:%<Y? % p:rk;kX %<%<% sk k>k?%?% #??XYFX?>k% %c* HYDRLC. OA DIA. EQUIV. PIPE:: PT P''T REF. FLOW "C" FlITING FTGS. PH PV NOTES POINT Or LOSS/F LENGTI'i!>' TOT. PP' r'PI i 8.39 I . f>E37 .?I_ 4.0 14.50 1 :? 08 12.08 K- ::5.:330 P= 11.90 I BBi C=110 8.00 O oo 0.1 O VELOCITY = 5,22 36.39 ----- 0,0189 ------ 22.50 ----- 0.81:3 ---- 11.90 ----- EAQl flvwiN{> 36.36 2,154 9,00 T'2.96 1206 K= 10.210 Pa 12.68 E:E:Ei C=120 0.00 0).0)0) 0.28 VELOCITY 6.40 72.75 0.0426 9.00 0.:38 12 6B q f/EfI- -._._____-_.-__ 1 902 2.154 i 0.00 13.34 13.34 K:::: 5.380 P= 12.90 FFF3 C.i=120 0.0)0) 0.0)0) 044 VELOCITY = 8.10 _._._.92.0)7 _..-.._......---• -0.06:159 ..--.. ..._...._......... - - i 0).0 0 --......- -.........._... 0..66 _.....__. ..- -.._........ 12 . 9 () _..-.---.--.. s- E/9O G6UW//?G ........__..N .............J.__........_._...._.._._.._ 19.66 2. 1 54 10.00 14.00 14.00 K=:: 5.380 P= 13.35 GCG C=120 0.0)0) 0.00) 0.65 VELOCITY - 9.8:3 111.73 0.0943 10.00 -0.94 - - _13. - - - ---------A ?v? 20.15 2. 1 54 2.00 14.94 14.94 K= 5.380 P= 14.03 HHFI C=120 0,00 0.00 0.91 VELOCITY += 11.60 1'.3i 0B 0.1282 2.00 - - -......_._..__..... O.26 ..._.-._ .............._......._ 14 , 03 ._----- 7 yELIOJ "ce- n.G --------------------- 20.16 2.154 8..0)0) 15.20 15,20 K== 5.:390 P'= 1:1.99 ,.1,.1..1 C=120 0.00 0.00 1.21 VELOCITY 13.3f3 ---------- 15204 ------ 01668 -------- -------- 8.00 ----------- 1.33 ----- ._._..... 13,99 ..__._ _.._.._. -.Y. ._01AP..£_ 20.85 2054 21. 5..0 26.00 16.53 16.53 K= 5.390 P= 14.97 KKK C= 110 100.0 20.00 0,00 1.56 VELOCITY <= 1:5.21 172.09 0,2116 _ - .._-_..._...... .-. 46.007 ... --.._.._.._._....._._ - 9.74 _._._ ... - ...._.... 14.97 ..._._.._...... Vi /?EA??...GLUG V ............_....._....._. .-. ...... _..._. 17&&9 ? 260/ K 49= 33.750 117 /?.-.._.. .._7...... ------------------------------------- f Q.00 1.104 -2E 2.0 12.00 i0..:3:3 OA= 0. 5 X 12O.OOSQF. Nh1 C=120 IT 5.0 9.00 0.00 K= 5.600 V 6.03 18.00 0.0834 21.00 ----- 1 , 7:.1 SEA ?GUI?n/ 18-37 1.687 2E: 4.0 14.00 12.08 12.00 K= 5.330 P'= 11.90 PII`I1 G=120 8.00 0.00 0,.18 VELOCITY - 5.22 ---------- 36.39 ------- 0.0389 ------- --------- 22.00 ---------- 0.86 --------- i 1 .9{) ------- Z ?N AQJ :36.4':3 2.154 9.00 12.94 11.94 K:::: 10.240 P'- 12.66 RR1 C=120 0.00 000 0.2B VELOCITY = 6.40 71.82 0.042/ _-9.{._)0- - 0.31:, 12.66 f GO /NG i 9.41 2. i54 10.00 13,32 13.32 K= 5.00 P'= 11.537 SSi C=12O 0.00 0.00 0.45 VELOCITY = 8.11 ---.-'--.----.- 92.23 ---...--- 0.0661 -._._....__._ ........__._._._.._._ i0.00 _...-._....-.........--- 0.66 --._.._..--._......... 1 2 , 87 .._......._..._.. ...?r . ...? .a?.,? .............. 19.74 2.154 30.00 13.90 13.98 K== 5.410 P-= 13.32 T'r C=120 0.00 0.00 0.66 VE:I_Cl(;;ITY = 9.85 111.97 0.094'-7 10.00 0.95 1:3.73;.'. Ab3 GLO G w Am v lC K: ::ir, u`ii a:;. n, t -A -Tf-' 1,31 t 1i ,P), -9-, 1: 0: F-1, fl'd::Y: fl"il lhti. II._. fl := U':: 9:-:: U) .. ? K *: *c JOB- NORT HWEST A EROSPACE TRAININ G CORP JOB NO 87-6 362 DATE: 4/24/87 PAGE. 613 XXX?X<XY?XXXYX<>xtIXXX XXX< X<vXX131._T)C; 'A' 2ND FLN RE MOTE *3 TO I-IYDRLC. OA DI:A.. EOUIV. PIPE PT PT REF. FLOW "1::" FITTING FT'GS. P1:i: 1='V ?%X<XyX (NOTES ***** POINT OF LOSS/F LENGTHS TOT. PF PH 2006 2.154 2.00 14.93 14.93 K= 5.410 P= 14.02 1.11.1 C020 0.00 0.00 0.91 VELOCITY = 1 i .6:3 1:32.23 0.1288 7.00 0.26 ---- 14.02 7 ?L-iI?J FLOC//N? 20.15 2. 1 54 8.00 1509 15.19 K= 5.390 P= 13.98 VVf C:= 120 0).00) 0.00 1.21 VELOCITY = 13.41 --------- 152.38 ------- K 1 675 -------- -------- 0.00 ----------- 1.34 -- .a .---- 13-90 -------- 6- i?Efl?.,? ,q,,on ----- ............_.....__....._._...__......-.... 20.85 2.154 2h_ 5.0 26.00 16.53 16.53 K::= 5.390 P= 14.96 XX C020 20 i Ti 0.0 20.00 0..00 1.57 VELOCITY 1%24 -_..-.-..- -_._._ 173.23 _.___._._......._ 0.024 --.__ ............... ....._..-. 46.00 9.77 14.96 ci yCx7d1 rCO?r..._G.-•-- - IN ... _ 91 .53 3.260 1 0, 50 26.30 26.30 K:::: i £1.090 Pw 25.60 116 C=120 0,00 0.00 0.70 VELOCITY = 10.17 _..---.-.-.---- 264.76 ------- 0.0618 --_.--.-._- ----------. i 0 ..`.10 ...._..--?------- -- 0.6:.5 ...- ::..5s 60 -_-.__-._..... __ 175.10 3.260 20.00 26.95 K== 33.730 P= 26.95 11 `I C==12(-) 0).0)0 0.00 VELOCITY := 16.90 -439_86 vK1582^ .. ----_. 20.00 _.--...-.._.....-.._._......- 3.17 --- ......-......._. ....._...._...-._.._....... ?2 116190E LOw/nti ....._................................._........_._._ _._.. ..... 0.00 :3.026 1.00 30 , 1 2 30,12 ' ' K== 0.000 P= 27.52 112 C-12(-) 10.00 0.00 2.60 VELOCITY =• 19.61 439.86 02274 10.00F . ii.00 2.50 27.:52 0.0)0) 3.260 I E 7.0 4..00 32.62 ... . .. - :32.62 --...._--_-- ------------ K=:: 0.000 P= 30.69 113 C-120 I T15.0 22.00 0..00 1.93 VELOCITY = 16.907 439.86 0.1582 26.00 4.12 30.69 0.00 6.340 _ -. _...._.._.._....._...---- 7.00 .._._.... _._.... _ 36.74 _.._ ..........-..._.._._ 36.74 ..._._....... -._..---- •--_ _.. __._ _ _ _. _...... K::- 0.000 P= 36.61 l14 1:=120 0.070 0.00 0.13 VELOCITY = 4.46 439.06 0.0062 7.007 0.04 36.61 --- •- •----•- ---.. _._. _. __. _. -....._..._._......_ .... _...._ ............ ........ ........_. __ -.........._........._ ......................_ ...... ..._......_......_ ._........ !SO G,dnz . i `10.00 6.340 1 51::1 4.0 150.00 36. 719 d?I/OE1-10JE 0A Q0.0 PV= 36.78 I-OSI:i: C-120 2'1':30.0 270.00 1 i 2 41" VELOCITY = 5199 589.86 0.0106 420.00 4.48 PE:=:: FOR I-I'T. OF 25.9 ---..___--.__ ---__-- -_---_._.- -._--..-.._!_._. _._.._.._._.._.__._._.... ._ ....................... .........._._.._.._... .._-._..._.___......_.____ =- 58906 52.52 K 50= 011 .390 BOS'R ----.-..-....._....---------Ra..u%R.O._.._.. --------------------- 6,26 '2 V C ,OM e- 71, Gy /.T/ Ads/c 4A'y6 6 1?7 116 61V e4.Vcr v ]C A'ti:.IC IC"N C;_ 4"'=u EJI' 11, C':A M 011 -Ti'- ::E Q:::? .5" E:: E::Z:1 V-11 K:1!._... E.: _ II^;i. HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING CORPORATION DATE: 4/2L3/87 LOCATION 2600 LONE OAK POINT, E:AGAIN, MINNESOTA 17'1?IUA+ BUILDING COMC DECK STEEL BEAMS COL. CONC WALLS SYSTEM NO. BLDG A•-2 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 87-6362 CALCULATED BY 'T'OM MILLER DRAWING NO. CONSTRUCTION: C )COMBUSTIBLE (X)f'ION-C0MBUS•T:E.ILI',. CEILING HEIGHT 10 OCCUPANCY OFFICE AND DINING ROOM S 1( )NFPA 13 ( )LT. HAZ. 0RD.HAZ.GP. ( )1( )2( )3( )EX. I-IAZ. Y !( )NFPA 231 ( )NFPA 2310 FIGURI: CURVE S ! (X)OTHE:R 15/2000 SO 1=T REMOTE PER I.R.I. MINNEAPOLIS T 1C )SP'ECIF'IC.: RULING MADE BY DATE: M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE: !DENSITY- GPM Js (X)WET•C )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 130 SPRINKLER OR NOZZLE: E !HUS'E ALLOWANCE GPM-INSIDE 150 MALE 'CENTRAL' MODEL "H" S !HOST:: ALLOWANCE GPM-OUTSIDE: 350 SIZE 1/2" K-FACTOR 50 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 1165 G ! N ! CALCULATION ! GPM REQUIRED 511.04 PSI REQUIRED 56.91 AT BASE: OF RISER SUMMARY ! C FACTOR 1.15'ED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST ? PUMP DATA TANK OR RESERVOIR A !DATE OF TEST ! RATED CAP 0 CAP. 0 T !TIME OF TEST ! AT GPM 0 ! ELEV. 0 E !STATIC (PSI) 79 ! E:L.IiEV 0 ! R !RESIDUAL (PST) 71 WE:I...L.. !FLOW (GPM) 11250 PRGrTrI- FLr.)w GPM 0 S &LEVATION FLOOR LEVEL 1.1 !:__::::: :___:_?:_::::_:_ _:_:::_:_.::__ __::::_::::::::_:::::::=:W::::::.::::::::,:::.::__::::::::::::.:_:::::::.::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;:::::::::• P ! P !LOCATION :8 & 12 INCH FIREi. WATER MAIN LOOP OF BUILDING I... !SOURCE OF INFORMATION ;PROJECTED FLOWN FROM E:IN61NE::E.::RE Y ! !COMMODITY CLASS LOCATION C !.STORAGE: HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOL.ID PILED X PALLETIZED X RACK "/. M ! ! ( )SINGLE ROW( )CONVENTIONAL PAL..!_F_.T( )AUTOMATIC STORAGE( )ENCAPSULATED I R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )!NON-ENCAPSULATED S ! A ! C )MULTIPLE ROW ( )OPEN O ! K ! FLUE SPACING; CLEARANCE ;STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE G ! ! HORIZOINTAL. BARRIERS PROVIDED: E UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW tGPM) PRESSURE (PSI) k?X?*:k*%k*****kc*:K?K*:k**k?*Nc?#?k?XX?%k?:f:%?%i??kXcNc>r**%k???%kN??Y:?#?>tiNc>kX?>acN?#?>k?k?kN??k:1??Yc?kk?***>k?k*kc?k%??k%X?K?k*m F'= X Fie. E:E= I=" FZ VA I- I! [:...Ti... 31 0C3 41 I:.A le ED E3 tl F" 9...A I- E:::: IF Z 0. II S: %" : E:: Y::w 114 H< HK 4n H: H k ::IG B^ II H (PU II...A -'H-' IDI M F"-n `I` °fl C,: b" F - Fw NN" II III: II.__. IE - IF N: Q H I .. JOI4•-• NORTHWEST AEROEF'A£::E:: 'T'RAIll :[I`IC: Cl7RF' ..10 B 110 £:37-636;;.'. DATE: 4/2553/£537 I°'A(aE 70 K* k** k i ** KY6 X KsX% Y m??e? k ?eE'fiCl,.ll?:C'T'L-Y 11 ._OW AVA:[I...A.T.i1..1:-YFN?h< kNcN?N< I * t K kk ?% k kM>K kX?* kMM* [F I:DI Fw 11- 4 H:7i R IF UP PM N IE= _: S7 Y a t ff d: IF:ii= H:.D A" N °" f n Ir = IL:i:: p N N: a ':IL 1(" N 1C I"0 Q °• DENSITY X AREA 0.000 k 0.00 - 0.00 G OVERAGE: 0.00 0.00 HACKS = 0.00 INSIDE HOSES 150100 /I ` 26 /-9 Z OUTSIDE FI£SES :50.00 Z v? FLAW I",1-O'D FOR SYSTEM = 0.00 FLOW AT BASE OF R.I:SI"e'F< 150.00 MIN FLOW AT I.iA.SE OF RISER = °511.04 TOTAL.. FLOW F361.04 STATIC.; PRESSURE = 79.00 RESIDUAL PRE:SS£.1RE. == 71.00 RESIDUAL Fl OW P'I._0W FROM CITY .S'UPPI.-Y A'1' 20Ftii'[ 6681 C:PM PRI.;SSURE: F'RC3M CURVE: @ "FOTAI... F[_OW J-.'l EVA['IOl4 = 0.00 FOOT 110. I)IA °C:° L. ES:hICTII F ACTOR T FLOW 1 £5.140 140 0.00 1, 11 11 MO 0.00 ADDI'TIONAL.. VALVE LOS'S, F.IC. SAFE :'T'Y MARC:IN - PRESSURE AVA:fI ArgI E F'0R SYSTEM = /_) 1111411'+ 0&-1/iiv6 1 2,iii) . 00 74 .9£S 0, PF F.,10w VELOCITY 0.00 1011.04 6.2:5 0"00 dA/cA(LE V r 0.00 74.9£3 d1.G, 5/?71111,n/LE /NJrri G N/LO/N( SYs 7-CM ?OEs/C2 A/ X97-1?lum z5WIvIlvG /N F,PdNT" ©/= SEE r9AGc Tj 3G t?/YI?L /iv_ lr?7- PG Ns AREA LLEIIA ro /!S FD R PIPE NO 7-CS & a: Ac QK %V :6: U .:r tI C: ch, 9....W _F G'7i P1 G u ..a.- ::N': a:;: ,;`-i;" p::.- q ;.::11:: t11 IK: II.... F:: F z (Di . ?K *: *c w. JOB- NORTH WEST A EROSPACE TRAINING CORP ..1(.18 NO 87-6362 DATE 4/28/B7 PALE 71 *X % k *N **** K K*X ?% k N % *? k * kc» *M131..17C: ' A' 2ND F I._R C1F'I:::INJ:I`IG% X?ktKk iF MY?# X *? ** k?C **? XcikX *?C I ?K HYDRL.C. OA C. EQUIV. PIPE PT PT REF. FLOW D.T.A. FT. TING FTCS. PI:-_ PV *?? kk MOTES >xKkt** POINT MY I_OS',S'1F LENGTHS TOY. PF Ph 18.00 1004 2E 2.0 4.00 1(7.33 QA== 005 X 12O.OOSWF. XXv' C=120 IT 5.0 9.00 0.00 K= 5.600 V :_. 6.03 18.00 0.0834 1&00 1.09 18.00 11.42 K 60= 5.330 vv?i , ---------- ------ -------- -rY/°/c, 1- ---------- ?oR -------- XXX € --------- YYX ' ---------- 18.00 1.104 2E 2.0 7.00 10.33 QA=- 0.15 X 12O.OOS'QF. ZZZ 0-:120 IT 5.0 9.00 0.00 K= 5.600 V = 6.03 __..._. _. _,__ _1 8.00 0.083'1 _ ..__.-. ........................... 16.00 ....._.........._........... 1.34 ........_...._....._.........._ / /,1EA . ......_............._.._........._............._. r FLUw/?v? . 18.15 2.154 OE 5.0 3.00 11.67 11.67 K== 5.330 P= 11.60 ZZZ1 C=120 100.0 10.00 0.00 0.07 VELOCITY = 3.15:3 36.15 0.01 1 7 13.00 0 ?. ? 11 .6(.?. . _._11C4,0 '_-cot,11 -16 . ... .fZ 36.15 .. _ .-_ ... ... - 11.82 _ ..._ . . . K 61= 10.510 116 . ?... ..6........_..// 7 ------------- i&00 i. 104 OE 2.0 i. oo 1003 QA== 0.15 X 1 20'7.00SOF . IJUL) C=120 IT 5.0 5. 007 0. oo K= 5.600 V = 6.073 ---------- 1 8.00 ------ 0.0834 -------- ---------- &00 -------- 0.50 --------- --------- /_----- GUw(ivC .... 0.00 2.154 (7E 5.0 5.007 i 0.83 10.03 K= 0.000 P= i O. Bi UHUI 0-120 iT1O.0 10.00 0.00 0.02 VELOCITY '- 1.58 ---------- 18.00 ------ 0.0032 -------- --- - - - 15.00 - -- 07.05 - ------- io.6i ------------------------------- i £3.00 - - -- - --- - - 1 0. £3L3 K 62== 5.460 118 ---------- ------ 09 r ------ ....... c..?..:...._.----- -------- ---- r--- ---------------------------- i8.00 i . 1 04 OE 2.0 1.00 0.33 GA== 18.0 PT= 10.33 C:==12O IT 5.07 5.007 K OO VELOCITY = 6.073 18.00 0.0834 600 0.50 -_._-._._.._.._._.. ......_.._._ _._. _...._ ................. ._....._._......_c._.._.._... .._..... . ~ 18.00 10.83 K 63= 5.470 --.__.-....._._.._.._ --...._.._ .... ............................. ._7//°ic-lic .._49,4_0P._ . 41?014,v,.p . ._......_....-....._._ ---._,...-..__._.... i 8.00 1. 1 04 1 h 2.0 7.00 10.33 QA= 18.0 PT= 10.33 L_L_L_ C=120 2.00 0.00 VELOCITY 6.03 i0:3.00 0.0834 9.00 o . %: f? f? FL Uw/ti( i 53.2i K104 i E 2.O 6.00 11.011 K= 5.470 P= 11.013 mmm C:=120 2.00 0.00 VELOCITY = 12.13 ---------- 36.21 ------ 0.3042 -------- ---------- 800 -------- 2 4 -------------- ---- _..___._._._....._.F/r/a 1 F?? ?.!v? 19.51 1.452 6.00 13.51 13.51 K= 5.470 P= 12.72 HNN C==12() 0.00 0.00 0.79 VELOCITY = 10.79 55.72 0.1778 6.00 1.07 12.7: 3 ??EAdJ ?coc?%v? .... m c M mw AK %V . R- 0< 17. R"-R 1:n- 4% Q_J I- u pi e% it :IC cc X R^-0 II',w: L. If:::_ Ff E E3 .. m< mac: Aw JOB-- NORT HWEST A EROSPACE TRAINING CORP JOB N O 87•-'636 2 DATE 4/28/87 PAGE 72 * O % ***** *rtXirK I X ** KX k >K k M?k Kul l-.bL; "A' 21`11) Fl_f't f.11'I_:I`I7:PIfx kM*>l h c YF k% k*%? F* k% K KM kW>a* HYDRL..C. CA DIA. EQUIV. PIPE PT PT REF. FLOW "C° FITTING FTG.S. PI::: PV k>k?Xk NOTES POINT CST L OSS/F' LENGTHS Tor. PF PIV 19.82 1.452 1 I 4.0 8.00 14.58 1408 1 3 IC= 5.470 P= 13M PPP C"==120 4.00 0.00 1.45 VELOCITY 14.6:3 75.54 0.3122 12.00 3.75 13M 441 /YE?? LLV(??!?!_ :?2..`.5:5 1.687 6.00 18133 18.33 K:::: 5.470 P== 16.99 OQf3 C==120 0.00 0100 1.34 VELOCITY := 14.07 98.09 0.2438 6.00 1.46 16.99 .._._..... ....S..f1c0 ..1=.? Q.t??N4...... 23.05 1.687 6.00 19.79 19.79 K= 5.470 F'= 17.75 RRR C0207 0100 0.00•) 2.04 VELOCITY = 17.03 _-.__-_-._- 1...1 .14 _-------.- 0,3603 _---_..------ --._._._._.-._... 6.00 ............._....._._..........._ 2.16 _. _. 17.75 6 24.97 2.1:::4 6.00 21.95 21.95 K== 5.470 P= 2003 SSS C.'=120 0100 0.00 1.12 VELOCITY - 12.85' 146.11 0.1:550 6.00 0.93 20.83 ?...hM,0- . i_....... 25.27 2.154 B 5.0) 1.00 22.88 22.88 K- 5.470 P=- 21.34 TT'r C=120 M0.0 10.00 0.00 1.54 VFL_OC:l•T'Y == 15.08 --.-. ----- 171.38 ------- 0.2082 -- ....-....... .._...-... .--..._ -.... 11 .00) ..- ._... ..... .. 2,29 -------- 21-34 ------- 9- NCAwDA7LOw/N1 --------------- 2708 3.260 BE 7.0 11.0)0) 25.17 25.17 K:= 5.460 P= 24.78 11 £3 C==122 M5.0 15.00 0.00 0.39 VELOCITY = 7.62 198.56 ------ 0.0363 ------ 26.00 ----- 0.94 24.78 9 ? 198.56 26.11 K 64== 30.860 119 --------- ------- ------------ ------- 010......_ _../../._y 4 .._.... ...'<. .C..... ------------------ MOB 1 . 1 04 1 F 2.0 7.001 10.33 OA== 10.0 PT= 10.33 LLL C==120 2.00 0.00 VELOCITY = 6.03 _ 18,00 -_.-- -- 0,00334 ._. -._ __-...._ _._....-.._.............._ 9.00 .... ..............-..................... 0)...'., ......._ ... / 18.21 1.104 1L 2.0 6.00 11..08 K:::: 5.470 L-'== 11.08 mmm C==120 2.00 000 VELOCITY - 12.13 36.21 0.304' 13.00 2.43 19.51 1.452 6.007 13.51 13.51 K== 5.470 F'= 12.72 I`NN 0==120 0.00 0.00 0.79 VELOCITY = 10.79 55.'72 0).1778 6.00 1.0'7 12.72 19.82 1.452 1 L-_ 4.0 ---- 8.00 14.58 14.50 1 3 K= 5.470 P= MU PPP C-120 4.00 0.00 1.45 VELOCITY = 14.63 _ ..._._.._._._.._ 75.54 ._...__..._._.-..... 0.3122 ._.....-..-...-._....... ._ 12.00 --_---.- .. 3.75 .._....._- s 3.`?... ----- .... ...?? ..D,.r- C( 0? /w&._ _.6N... ` - 22,50 1.687 6.00 18.33 18.33 K= 5.470 P= 16.99 000 M20 20 0.00 000 1.34 VELOCITY = 14.07 __, ................._ 98.09 ._...___...... 0.2438 ...._,....`..._.._....... .........------- 6.00 ----------- 1.46 -------- 16.99 ------- --------- -. (-- 23.05 1.6[37 6.00 19.79 19.79 K= 5.470 P= 17.75 RRR C-120 0.00 0.00 2.04 VELOCITY = 17.313 121.14 0,3603 6.0.70 .?.16 17.75 6 ---------------- - - W W W. V ::1. K. 1- 04 fl:,) K- a...n 0 'A° IFN:::Ir: IP, II uti. tl..... If:-:- A 6: U' . 13 W Az: W, *c JI3B-• NORTHWEST AEROSPACE lRA:[H:L1Ytx' (.:OfiF JOB IYO 137--6:362 DAT E 4/28/13'7 PAGE 73 *X YF* X K aN % k % X>KYF#?VICBt*? VM?k?kX VJ(*E41...DIN 'A' 141) F--I ..R OF'L:IYl:hiC; XcXc Xr? ;X XMYF% YF>X?kYFX?%?%t*X?? Xt*? ** K HYDRL..C. 11A Di'A, L:tit.):f.V. PT 1::'L-.' F•l' I'-'l FIEF. Fl.OW "C.. F':f.l'r).Nf F'T'6S , F:. I::- I:'V i(*.*** PIO'i'G:S X*5k** F'O1INIT O'l LOSS/1=' 1 ..E..'1\1G;TII.T 1'0 '1, I'F` NIY 24.97 2.1'.54 6.0O 21.9::5 21.9::> K:::: :5.470 I°'== 2O.83 S.SS C==1205 0.00 0.00 1.12 VELOCITY :_. 12,£35 146.11 _._.__._._....... 0.1:550 _._....__....._. ......._....._....._.._ .... .... 6,00 .... ...__._....... ._.__.. 0.93 ...... ._........ .... _._.._.. 20 H3 -....... .... ....... ._.._..//EA(11 F?owC^'?__ 25. 27 2 1 A OE 5.0 1 100 22.813 22.88 K:::: 5'.470 F'= 21 .34 TT 1. C=::120 1110).(5 10.00 0.00 1.54 VI":I...OCTTY 15.0£3 171.38 0,2082 _ ......_..__. 11,00 _.._._...._........._._...... 2.29 ..__.._._._._.._._.._._ 21.34 ._.......---... g-llEAOJ' ??ow/ivfj .........__._._.....__.._._..------.___.._ 27, 10 3.260 I E 7.0 1 5, 50 25,17 5. 17 K== '5.460 F'= 24.7£) 115 120 7.00 0.00 0.39 7.62 19£3,56 0.0363 _._. 22.50 ._._._._ .................... 0.82 ._.._._....- ._......_ 24.7;:3 _.._.._._........ 9 yE?Of f?O..!/%!L ........__....._....._.... .....!_. ....... 52.93 3.260 10.'.50 2::5.99 25.99 K== 10.510 F':= 25.36 116 C-120 0.00 0.00 0.63 VI_:I...OCI'T'Y - 9.66 951.49 0.0562 1 O.50 :55' d''.55.:36 53.23 3,2607 01 `l.0 .5.OO 26,.`8 26.' 53 K:::: 1(7.'510 F'•- ?.'.5.65 l17 C =1 2 VIA 5.O 15.00 0.00 0.93 VIc:L..OCI'T'Y = 1 1 .70 304.72 0.0802 20.00 1 .61 .......... .... .... ... 35.6:'.5 . .... .__._......_. /3 41(54 J ?Laci/rv/ _...........................0._.._...._..__._.....?....._ 206.32 3.260 16.0)0 28.19 K= 38.860 F•= 28.19 119 C-:120 0,00 0.00 VL-Ty 19.63 --.............. __... 511.04 ..... ._.... _........ 0.2088 _ ......................._ ..... .... .... .... ._..... .... .... _. 16.00 ... ._......... ....._...__ 3,34 ._._._..........__ 01 00 3, 068 1.00 31 .53 31.53 K= 0.000 f-'= 2£1.21 112 C:-1 10.00 0),0)0 3.32 Vlca_OC...T.TY 22.16 . 511.04 0.2807 1O.O0)F. 11.00 3.09 28.21 0.00 3.260 _ 1E 7.0 ............ .._._ 4.00 ......_._.........._.._._..... 34.6"'. ._._._........... . 34.62 ... ._._._._.._.._....._._._._.__.__._..__..__ K-: 0.000 I::':= 32.02 11:3 C:=120 `IT115,O 22.00 0.0() 2.60 VFI..OC:[TY - 19.63 511.04 0.2008 26.00 '.5,43 32.()2 511.04 _... . ._._._..... __..... .... .... 40 ,Ots _.-..... .... . ............. -....------_--- K 6:5:::: Ei)O,7::iO 114 511.04 6.340 7.00 ...... 40.05 .... ..... ..._. ........ ......................... QA= 511.0 PT-- 40.05 114 0-::120 0.00 0.00 VF:L..OO:f.1Y :_ `.5.19 :511.04 0,()()01 7.00 ().06 1T &T.9Np17/PF 150.00 6.340 1::51:_14.0 150.0)0 40.11A00 ?DR r OA-" V.50.0 P'T'= 40 11 H()S1= C=:120 2130.0 2 7O.()0 11 661.(-)4 0.0`131 420.00 _5. BOSR G6/.av GP?i@? S i5t AA6 E 73 '=i 6.91 T C' 6_ G-,v7 ?/I VEI...O(:I'i'Y := 6.71 K 66::= 87.630 6 _ ........ .... .......... ._........._._.........._...._........__.._,... _.,_........._..._...._.._._..... _.. 7.?.7f P.J/ flvA/?A,ac.? fIi I/lG_?NlA.vL? Y o R COni%/NAATD i? I1-124 U/ 6. ?: ? ?: wr ?_ Ir:,: -Ir_ a" a Q:.;,• (r.. a. ? "a- a-n rT"71(r-? -II- :r: a :: ,?»° IL=" a < ar.. Q" Q o-::. a...... fl_? a N: a?: a? _. ??: ?: : =? JOB- NOR THWEST AEROSPACE. TRAINING CORP ..JOB NO 87-6362 DATE 4/213/87 PAGE 74 k k k KKK K k Q K Kk X k KX? k k k K is K$ >R k >k?X?kMftL..L)C, 'A' FLOW Tl RU I.1. C.. kN ???>"n??MB;YFNC?k kY,<M XXcMXc?tWBcYF*7k1C k I-IYL)RLC. QA C. EQUIV. PIP PT PT REF. FLOW DIA. F':I:TI T NG FTGS. PI: PV ***** NOTES ****?% POINT QT L..OSS7F LENGTHS TOK PE P14 •-549.25 CQ 40 95,00 57.50 QA= -549.25PT= 57.50 5 B.14O 0.00 0.00 VELOCITY = 3.:313 -549.25- 0.0020 ... .._.....»_....._._._._.. ...._.__95.00 _. ____0.... ?U _..._._ - 3:50.00 C040 I E23.9 1 1 0.00 57.:31 QA= :350.00PT= 57.31 6 B.140 2304 000 VELOCITY 1.23 -•199.25-0.0003 13:3.94 -0.04 oy?s/mE//asr yoDED - 19 9. 25 57.26 _ CS i 7 __--._...-_..... .___._._.-.._._ _._......_._. ??v w S i°G1 tit- .__..._._ 661.0:3 C=140 70.00 56.91 QA= 661.03PT= 56.91 BUR 01.140 iT46.5 5005 0.00 VELOCITY 4.07 661.03 0,0029 4.00F. 120.55 0.35 gcao7ifce ./oe _._._...._.--.-. _.._---.-...__.. »........_........._.... .._._.._........._._...,._. ....._._. ...._. .... ...5lAlp/ze. ...... -199.25 C=1 4O 1 E23.9 23000 57.26 QA== -i 99.25P F= 57.26 7 B S40 28X4 0.00 VELOCITY = 2.1:3:5 461.70 0.0015 5.00P. 2513.94 0139 461.713 ':1'7.65 __ CS 2 _._ _ B -------- --------- 0.00 ------- C040 --------- --------- ii0.00 ----------- -57.65 -------------------------- QA= 0.OOPT= ::17.65 S'P5 6.030 0390 43.90 0.00 VELOCITY 0 0.00 0.0000 4.00F. 153.90 0.00 -------- -------- 461 .7B -------- C:=:140 --------- --------- 35.00 ----------- 57.65 -------------------------- QA= 461 .70PT= 57.65 a 13.140 0.0(•) 0.00 VELOCITY = 2.135 -------- 461.78 --------- 0.0015 ------- ----- 35.00 -- - - 0).05 ----------- -------------------------- 0.00 G=140 ---- -- -- - 00,00 57.71 QA= 0.00P7= 57.71 9 8,140 1T46.5 51.55 0.00 VELOCITY 2.05 461.713 0.0015 5.OOF. 361.55 0.5!-; 0.0)0 0=140 2E23.9 460.00 50.25 QA= 0.00PT= 50.21 i 0 B 1 40 47.88 0.00 VELOCITY - 2.135 461.713 0.001!; 507.88 0,77 ------------------------------ 461.78 ii 59.02. CS 3 0.00 C:=120 11 7.9131 461.703 0.0022 53.OOF 461 .713 7.00 59.02 5:3.00 0.00 60.00 0.13 --------------- `:>9. U5 QA:::: O.0)0)PT= 59.02 VELOCITY = 296 CS 4 i n n /? :: :. - 7 :. Ra (: : W V' X. uw;.n"n irn a...A _TT- Ili h^6 fr.), ..1C" .1. u: ? IF'" F ]: .1 II"II K. 0..._. n:: - n w: r. F I W W I *c J(:)Ti-• NORTHWEST AEROSPACE TRAINING CORP JOEi NO 87°6362 DATE. 4/28/137 IMAGE 715 ?kXcX<XC*%c*X<*X?X<XSXtvR?KlcXc>Y>kX<YF?X<YFXc?r?XcL?i...DC: 'A' 1='I...C)W 1'I-Ifil.l 1.1.G.%<%<XCXC%CXC>kX<%<XcXc%?%CX<?XCX<X<XCXCY?YFX<*Xc*XCN; I-IYDRI.-C. OA "C" Ei:0 l.13:V. PIPE 1-.1 F'i' R f", f"I_.OW Dl A. F:*I:TT.T.MG F"TGS'. I,L 1-'V X kYriXc* I`IO'P'I:::S *XzXcX<?# F'C13:III T' OT 1'.0.3 S/I" I E.,1,1G,TI-IS 1.O . f'I' F'N 0.00 0-::14 0 1 1 0. O0 !57O 1_57.50 SF'4 6.030 11':39.9 4:3.90 0.00 VIEL.OCI'T'Y := 0 0.00 0.0000 4.001-'. 1'5:3..90 0.(•)0 549.26 f, =•14O `i C3. 14 0 549.26 0.0020 0.00 f:= 14 0 4 13. 140 549.26 0.0020 549.26 3A 20.00 57,50 1 T46 , 5 46.'S:5 0.00 66. F.>S 0. 14 1 E:23.9 415 . 00 917.64 23.94 0.00 43(:3.94 ().91 `11:3, 56 QA=.: :549.:6FT-um 57.50 VUL.OC'ITY := 3.3(3 OA:::: 0 , 00P'T'a :57.64 VL:LC1C:f.1-Y = :3.:38 CS 5 0.00 C=120 7.00 51:3.:56 O0.0(-)F'T=: 511-56 3A 7. 91:31 53.O() 0. 00 VI"L_[N.-Illy :., 3.5'2 549.26 0.0030 '53.O f•'. 6O.()0 (1.1(11 549.26 .`.3£3.74 CS 6 3 ^ 0.00 140 360.00 ':113.74 OA= 0.0011',1'= 513.74 3 12.210 1'179,(3 79,1:3() 0.00 V1:L..f:1C:L'IY 1.5 549.26 0.0002 439.130 0.13 0.00 C=140 3E35.9 (13:30.00 _`i 13.07 OA::- O,OOF°'T' 513,137 2 12.210 112,73 0.00 VI::L_OCITY 1.5 549.26 0.0002 `.5.00P'. 992.73 0.29 .5 49 26 >9, 15 CS 7 1 1061, off C..!°/..._....../?...r s i?P.__L....Y......._.._..... _ ,._ ._.. 10//'oy @ 7y'98 P11 /7t1,11LjjocE /T SyoPGv SEC P/1GL 70 p/foJEc7cd redt", 411,41t4,66e. SEE 6C 7-6 I'-C,ow S?ilCI?fITL S?? Ora6C 72 W117-CR ShPPLY ?SGfleiro/tlli Qc Qc Ac Nc %V l: Iwti:::lt: 04 [:W d-'% I.Jl,T- to p li 0-4 -8" :IL [::;: "ti' F"m OR: ]1: 0•..II Ilw:: II...... II If4: to to wit: Qc IK Mc JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO B7-6362 DATE 4/28/87 PAGE 76 MM?k*?kX?*#*%C?CX?ki?K%C*>??Y?4t*?X?c%c*Xc?CM?k4c%kk??#f'I._(:7W 1C:1IE?:MA7'II:Y?X??kY?##?YR?%?kX?rn?X??cXc?X*Nt?CXc?C%:?C?K*?kY,?kckCYF?k%?* 549.26 :549.26 V V 549.26 .D0 V n SP4CC000CC5 i V V 549.2'3 V 6 V 199.25' 661.103 V 461.78 DOS'RCCCCCC7CCCCCCCC.C000CCBCCCC9CCCCCCCCCCCCCCSU 461.713 V 461,713 .00 V S' PS 549.26 a 461.713 A 549.26 A S?CCC(:<:CCCCC<:C<:CCC<:OCCCCOC:(:C(:COC.C:CC<:<:C'CC:<:<:OCC<:<:CC:(:<:C.C'C.C<1:):).):)11 461.7£3 bum wh r6one HYDRAULIC CAL..C:UALTION SUMMARY /2 7;,f14xm DA5A11A1[, AREA START END TOTAL.. TOTAL. SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 1 7 1011 .04 59.15 1 :c Qc lK Q, %V':][: R< ]L t4l d;; 6% Y_.A 1- 0 Pli X I- X ED N IF=" IR 1C. 14 o< 8._._ q _ R., c:,* G=u _ g< w ?IK JOB- NORTHWEST AEROSPACE TRAINING CORP JOY NO 87-6362 DATE 4/28/87 PAGE 77 *% k?C k>K k*N Nc k N *k Xt t k? K K k >F k>KM%?WA'I'F::R SUPPLY SL:! IF:P4A'T']: Ck k k i >k K k ? K KM % %c?C K K Vc*>X>X K <Ck **>C k** ! -----._.__-.-.---_.-_.._.._....----...._.._.._.__._._......---_..-..------.._._.--.-.-_.--------._.--------.- ------- ? ! ! ! STATIC PRES. ! ! *C-- 79.000 PST ! ! ! ATR Iu ?PENini ! Y ! ! C ! ! ll ! ! R ! V ! PRIES. AVAILABLE ! * C-.- 7:3.597 PSI ! SAFETY MARGIN A ! ! `14.447 PSI v ! SYSTEM DEMAI`ID...._.3 * ..................................--._.-* * C....._. FLOW AVAILABLE ! 511.04 GPM / 500 GPM HOSE A 2042.H9 GPM / --------.-.._.._.._.__.- / F ! TOTAL. DEMAND ! ! V ! 59.150 PST AT! ! R ! 1()11..()4 GPM ! ! ------------------- C RESIDUAL PRES.23* 71.000 PST AT ! / D 1250.00 GPM A ! ! / M 3681.04 GPM * ! / G AT 20.000 PST ! ! / I) ? ! *C-- 1 i .260 PSI (ELEVATION) ! ! ! - -.._._.___-._.._.- ---- _ ---._._..._........----._._ ----•--- -'-°-----°- -- ---.- ----------.-...----••-----•--- ? FLOW ([::PM) FLOW SUMMARY SYSTEM FLOW 511.04 GPM INSIDE HOSE 150.00 GPM OUTSIDE 1°IUSEi: 350.00 GPM TOTAL.. DEMAND 10111.04 GPM V :r_ l< f IL' 8 C;- A 13 T'0 P'"6 0-u 1- 3- ED F= [R. 3: 0`0 0< TL__ FF"' FZ .%"I" m u::°" e% K._u R...._ „ M :Y. 04 u" °B „. ....., HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING CORPORATION DATE 4/28/87 LOCATION 2600 LONE-" OAK POIN'T', E:AGAIN, MINNESOTA BUILDING CONC: DECK STEEL BEAMS COL. CONC: WALLS S'YS'TEM NO. BLDG B-2 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 87-6362 CALCULATED BY TOM MILLER DRAWING NO. H CONSTRUCTION:( ( )COMBUSTIBLE (X)MOM-COMBUSTIBLE CEILING HEIGHT 11 OCCUPANCY CLASSROOMS S 1( )MFPA 1:3 ( &T. HAZ. I:)Ei&HAZ.GP. ( )1( )2( ) 3( )EX. HAZ. Y 1( )NFPA 2:31 ( )NFPA 23iC: FIGURE CURVE S ! (X)OT•HE:R 15/2000 SO FT REMOTE PER I.R.I. MINNEAPOLIS T ! { )SPECIFIC RULING MADE: BY DATE: M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE: !DENSITY- GPM .i5 (X)WET( )DRY( )DELUGE( )PREACTIOIN D !AREA PER SPRINKLER 120 SPRINKLER 'ISPRINKLER OR III1I11is I. E !HOSE ALLOWANCE GPM-INSIDE 00 MAKE 'CENT'RAL' MODE:L.. "L1" S !HOSE: ALLOWANCE GPM°-t:)I.ITSIDE: :350 SIZE 1/2" K-FACTOR 5.6 I !RACK SPRINKLER ALLOWANCE O TEMPERATURE RATING 165 G ! I'I ! CALCULATION ! GPM REQUIRED 51:3.14 PSI: REQUIRED 65.98 AT BASE OF RISER SUMMARY ! t:: FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEsr ! RATED CAP 0 ! CAP. 0 T !TIME OF TEST ! AT GPM 0 ! ELEV. 0 E !STATIC (PSI) 79 ! E:L_EV o R !RESIDUAL (PSI) 71 ! ! WELL. !FLOW (GPM) 1 250 1 PROOF FLOW GPM 0 S !ELEVATION FLOOR L_ELVE:L.. ! i 1.1 ! •__:_.::::_:• :____ _::_:::::: _. =-:_:_:::::::::: __:=:: _.::::_::_.: •___==W:::.:::: _: _:::_:: _:_:::::: _ ::::::: :::::::::::::::::::._ _:::::::::::_.::::::______ P ! P !LOCATION :8 & 12 INCH FIRE WATER MAIN LOOP OF BUILDING L !SOURCE O INFORMATION :PROJECTED FLOWS FROM ENGINEERS Y ! !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH O !,STORAGE ME:THOD:SO!_ID PILED X PAI...LE:TIZr.-.:D RACK "/. M ! ! ( )S:I:I'If.;l...f.-.: ROW( )COINVE:INTIO!NAL.. PALLET( )AUTOMATIC: STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( )SLAVE PALLET( )XUL..I:D SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ( )OPEN 0 1 K ! FLUE: SPACING: CLEARANCE:STORAGE TO CEILING R ! ! L_OINGITUDINAL.. TRANSVERSE: G ! ! HORIZONTAL.. BARRIERS PROVIDED: E ! ! UNITS -- DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) **%k%?****>k*k?****Nt%k*%??kN??KNtX??k?k>kX??k?%C>a%K*?>K?k?>?%K*v?A%Kt>?:K*%k%kNt>&tFMN?>K>k?>k?KcMXc??**?C***>K>K***k?**%k>K 1 :A= F f FE F:,, OR! C:A 1-u= K-.,: ' A-- :A= 9_31 04 - - F3 IED CA P°1i u::: • 1 ...N T(_ 1E.- F:; L? U ," " ::F.. T; 0 u ?Ik *C *: tN: V T IIw;. 1'. h.I QPH a...D _Y_ C) i l 10, 6 :h" If: F 11 ,N II"II C, I:3 yrc ..1013- I'IORT'I-IWIEST AE--J-Z .%'I°ACI:-: 7RA:1IATI`IG CORE:, .10D NO £.37-•6562 DA'T'E 4/28/87 PAGE 79 kkkKkkkkKai Xc*kkk1t%c cKK kX d kk7XI'I OJL':C11.!) FLOW AVA.TLABI...[::mk:K;x% MN 1MkMkN?r7KK?<Md?Ncy7gh(5>KfY<0 IF C.) FZ - 1-113 fFw "TI°' II-I W I mS TT"' ang II°w IE::: 93.S' F Pil C'. IE::.- ? IFz 6% X. lr%B T. IN G DENS.T.TY X AREA 0.150 X 2() 00.00 ;;0!0.00 OVERAGE: 0.7' 216.00 RACKS 0.00 f INSIDE: FIOSES 1150.00 3Z_P6 6 Z oox OUTSIDE I10SI:S ;150.00 F1 OW RE::TT' D FOR SYSTEM = 5i 6.00 FLOW AT T.tASL OF RISER - 666.00 M'IN FLOW AT BAST OF• R:I:S'EER = 0.00 TOTAL.. FLOW = 1016.00 STATIC F'RE:SSl.1RIE 79.00 RF..:SIDUAL PRESSURE - 71.00 RE'S':[DI.IAL. FLOW = 1250.00 FLOW FROM C.T.'1'Y TLJI'F'I_.Y A'T' 20F'S':f ;.., 3681 T:,I::'M PRES'SLJI-_iE FROM CURV1.-: @ TOTAL. FLOW 73,54 E:LENAT'ION {0.0{0 F'OO'T' 0. 1%10. DIA 'C.. L..1.-NGTII I AC:'TOR .1. 1::-] :I I.1 PF I:I...OW VEI_.OC'ET'Y 1 8.140 140 0.00 Q 111 1-1 0.00 0.00 1(016..)00 6.26 ADDITIONAL VALVE LOSS, f:TO. 0.00 A 7 SAFETY MARGIN {0,0{? 1='filc:,$',S'llTilr: AVAII_.AT31...E F'OIr ,SY,STEi:Pi - 54 LONNtGr/ON ?eo0 -5 s TEIn OE c 16 /Z/ CL nsSAnum •iS/zouo S a G7- A? In6TE ? 8 //EAOJ /T & X20 S 0-f_1 E 46V S Al or?( SACS /o, .SD A: s c d< NK %V ]". Bw::: : E 0-0 5.:;? F% U...N 1-13 P1 e% "I- ::a:: a::::: It m -° F Z, :7 f.: 11'.II K u_._ F--. 0:,Z ED U) . xNt::?C: Sgt: ?Ihc ,JfJT:'s°- NORTH WEST AERCIS'PACE TRAINING CORP JOB NO 07-°6362 DATE 4/28/87 PAGE 80 *Xs*k kc8s* 1 *% **k ?K****W* kNc k K *%skT31._Dt.: 'B ' ;.`ND 1= LR ARM I:1VF :ftS? Xs Kh. l k >k X** Kk K***k **** k * HYDI'LC. OA C. EQUIV. F':CPE PT I''7 REF. FLOW D:f.A. FITTING F'TGS. PE Pv NOTES POINT UT LOS',S/F LENGTHS TOT. P PH 18.00 1.104 1 E 2.0 K50 10.33 QA= 0.15 X 12O.OOSOF. /J C"120 IT 5.0 7.00 0.00 K_: 5.600 V 6.03 -- - 18.00 -- 0.0834. 8.50 0.71 -- - -- --- -- --- -- ---- 18.00 -------- ---------- --------- -------- 11.04 -------------- --- -- --- K 70- 5.420 P/ -- - .-•---- --_--- _ -._._._..-----/c?9c.--17 7- --. n ---! -.._d.-Z -------- ------------------------------- 18.00 1.104 11= 2.0 2.00 10.33 OA== 0.15 X 120.OOSUF. G C=1 20 IT 5.0 1100 0.00 K== 5.600 V 6.03 ---------- 18.00 ------ 0.0834 -------- ---------- 9.00 --- -- 0.75 - - -- - 18.00 - --- --- --- 11.08 --- ----------------------- K 71= 5.410 G/ ---------- ------ ----- /..../?Iy..._..._.. ...... `•----_--...._...-.._ 18.00 1.104 1I: 2.0 3.00 10.33 QA_:. 0.15 X 120.00SOF. C=1 20 IT 5.0 7.00 0.00 K= 5.600 V = 6.03 ---------- 1 0, 00 ------ 0.0834 -------- ---------- 1 0.00 --------- 0.03 -------- ------------------------------ 18.00 11.16 K 72= 5.390 G/ ---------- ------ ------- Y low.... ....... ....-._.G- -----L--- ----------------------------- 18.00 1 . 1 04 11_ .'..0 3.00 10.33 QA= 0.15 X 120.00SOF , A C==120 1'1 5.0 7.00 0.00 K:-: 5.600 V - 6.03 ---------- 18-00 ------ 0.0834 -------- ---------- 10.0(•) --------- 0.133 -------- ----------------------------- 0.00 K452 6.00 11.16 1 1. 1 6 K= 0.000 F':::: 11.08 AS C=120 0.00 0.00 0.06 VELOCITY - 3.413 ---------- 18.00 ------ Ko219 -------- -- -- 6.00 - -- 0.13 ------ 11.08 ----------------------------- 18,00 -- ---- ---- -- -- 11.29 K 73== 51.360 T's 1 S_ E_t...._._6..._.._......... .?.E...._-3 ..................................................................................................... m: N: w< AK %V ::K: K:.n. u 11 ?.?• C% U 1- 13 P1 C% rt n:: a:::: ?? n:: • ire ar.: n it u? n..._ u:::: u a: e:. Q:::b _ ? ? iat ? JOB-- NORT HWEST A EROSPACE TRAINING CORP JOB NO 87--6 362 DATE: 4/28/87 PAGE 81 * ?kkk*X*** ?k ?YF k >F%NkYF IiL..I)r 'I3' 2ND FLR REMOTE TO HYDRL.C. OA C. ET:UI:V. F'IF'E PT P'T REF. FLOW D:IA. FITTING F'T'GS. I''E PV KY?*>{ * NOTES >K>a*** POINT OT LOSS/1= I..EN6THS TOT. PI'= PN 18.00 1.104 1E 2.0 2.00 10.33 OA= 0.15 X 12O.OOSUF. M Cw12O IT 5.0 7.00 0.00 K" 5600 V 6,03 1 8.0 0 0.0834 9.00 0.7 5 ---- . / yc AQ ....._._._..._.._.._......-..... ------------------- 0.00 2 . 154 12.00 i 1 .OCT 11.08 Km 0,000 P=" 11.06 Ni C:=120 0.00 0.00 0.02 VELOCITY = 1.58 ---------- 18.00 ------ 0.0032 -------- ----- 12.00 0.04 11.06 iU.074 2054 ---- OE 5.0 ---------- 3.00 ------- 11.12 ------------------------------- K=: 5.410 P- 11.12 Pi C=120 i'T'10.0 50.00 0,00 VELOCITY 3.17 3004 O.011 C... . _......_.._.. -........_.. _..__.1 3:0)0•) t?.?..f .I.. _..__.....-- ------------ 36.04 36.04 11.27 K 80= 10.740 5A ...... ..................... ......??_. ........?. ._ A S ?E c0 i./ ..._._........._.......... . - ................... -._......_._.._........_.._.._......... . 10-00 1 , 104 i E 2.0 2.00 10.33 _._._ .._....._.- -_---.._.........._._. QA= 0.115 X 12O.OoSUF. N C= i20 IT 5.0 7.00 0.00 K= 5.600 V '- 6.03 18.00 0.0834 9.00 0 75 _ _.._..._._ .....----- . _.------ ._ . ............_._.._.._.._...... _._.._._.._.........._......_ ._._._.._........._._ ._. 0.00 2,i54 12.00 11.08 11.013 K= 0,000 P= 11.06 Ni (-120 0.0)0 0,00 0.02 VELOCITY = 1,5£3 Q-00 0.0032 12.00 ..._. ._.._ 0.04 1 1 .O6 18.04 2154 OE 5.0 _._. .._...._.- 15.00 ..__._ ................. 11.12 _....._.._.._._.............._...._.............._..._.__._.._-._.__.._.._ K-= 5.410 P-- 11.12 '• P2 C1=12O 11'10).0 io.00 07.00 VELOCITY - 3.17 36.04 0.0116 1.".3.00 0.17 yEf!pC_.. N own 36.09 2354 OF 5.0 7.00 11.29 K= 10.740 F'= 11.29 5A C==120 iTIO.0 10.00 0.00 VELOCITY = 6.34 _._..-._. 72.13 0.0420 _....._.._._._....... _........._......_.._ ........... 12.00 ...- .._._......_.._......_ O.:St) ...._. U /aC f Ow/.v! ........._.._._._..........L._....--.._......-----_ d.... 72.13 11.79 K 81= 21.Oi0 _ ._.._......__.._.__ ......_....._.._...... __.._..._1._ao......_ ........ .....'..c ....... .?id ............._._._. _... _.__._. 1 53.00 K104 2E 2O 6.00 107.33 -__.. GSA= 0.15 X 12o.00SOF. K C==120 4.00 0).070 K:=: 5.600 V = 6.073 i 8.00 010834 1 0. 0.70 003 )"t J f1£H/J ............ ................................. 18.Oi 1.452 16.00 11.16 K= 5.390 P= 11.16 L..1 C==120 0.00 0.00 VELOCITY = 6.97 36.01 ----- 0.0792 ------ 16.00 ----- 1.27 fLOwi v( 19.07 1.687 0F: 4.0 7.50 12.43 K== 5.410 P= 12.43 M1 C=120 IT 8.0 8.00 0.00 VELOCITY =- 7.90 _>_ ----- 0,0838 15.50 i,30 3/?EfIL?J ?CUwI?G 55.08 13.73 K B2= 14.660 4A Ac::TaK Ac AK %V' X of 3" 11-H U 0% 9...11..1- 0 Pi ent 1:.; %" F y IFS ::II ` p-_1 Of 1_... II": 1 w U-' U3 . *: W. w JOB- NORT HWEST A EROSPACE IRATNTMG CORP .IUB NO 87-63 62 DAT E 4/2£3/87 PAGE £32 * Kk ***>k* k kM k>? k K K X k ?k k kMB< r3L.T)G 'B' 2ND FL.R REMOTE TO u. f.:. *M:? >k?>kX x k # K k ??K>KX *M *>kN # k k HYDRI_C. LTA D:I:A. FOUIV. PIPE:: PT PT REF. FLOW OU FITTING FTGS. PE PV MOTES POINT UT I_.OSS'/F LENGTHS TOT. Pr PIV 18.00 1.104 2F: 2.0 6.00 10.33 PA- 0.15 X 120.00SOF. K C= 12O 4.00 0.00 K= 5.600 V 6.03 .... 18.00 .........._....._.... 0.0834 ........................_..... ............._.._ 10.00 0.8.5 ._... yEA.... c vti ? ?G 1801 1.452 16.00 11.16 K== 5.390 P" 11.16 L1 C020 0.00 0.00 VF:L.£.TCIlY - 6.97 --------- 3&01 ------- -.0792 -------- -------- ._ 1600 -- ....-.._.._..... ._.._ i.27 ___- ........-......-. -.-.-..... - 2 ?/C<J? /_LUI,i/wG .-......_.._.._._._. ..-•- 19.07 1.687 0I_: 4.0 9.00 12..43 K= 5.410 P= 12.43 M2 C=120 IT £3.0 8.00 0100 VELOCITY 7.90 --------- 5 ------- 0.0£33£3 -------- --------- 17.00 ---------- 1.43 -------- ------- 3 N6em F ---- 5:5.10 2.154 OE 5.0 2.00 13.86 K= 14.800 P'::= 13.86 4A C-120 iT10.O 10.00 0.00 VELOCITY = 9.69 --._._.----.... 110.18 ._............._.._.._ 010919 _ ...................._.._ ._.._.... .._._.._._._._ 12.00 _............_ . 1,10 6 /------.j? ° __w 11(•).18 14,96 K 83== 2£3.490 4 --------- ------- ----- Ar.0_. ..._..........__....,........._._........_...._.........,. 18.00 1.104 11= 2.0 3.00 10.33 (3A= 0.15 X 120.00SQF. G C::=:1 2O 11 5.0 7.00 (0.0O K- 5.600 V 6.0:3 18.00 0.0634 ...... ._._... _--- 1 --- (0. -- ..`-- A -------Z. --- 0.00 1.6£37 16.00 11.16 11.16 K- 0.000 L='= 11.11 G1 C-120 0.00 (0.0(0 0.05 VELOCITY == 2.513 10.00 0.0105 16.00 0.17 11.11 1&06 1 .687 ........_. ._._.._.._ 16,00 ._ _.._._......_......_. l i.33 ._.....----- 11.33 --------------------- K== 5.410 P- 11.15 HS C-12O 0.00 0.00 0.18 VELOCITY = 5.17 --._.._.._.- ---.- 36.06 -..-.._._-........- (0.(0382 ._........._ ............... ._..._......_. 16.00 0.66 11 1`> ;2 *,5AOr fcow/n/G 18.37 1.687 01: 4.0 0.50 11.94 i1.94 K= 5.410 P= 11.53 11 0-:120 IT 8.0 8.00 0.00 0.41 VELOCITY = 7.80 54.43 0.0820 £3.50 (0.70 1 1 .53 3 /76,/,7,PI..•?( o--- I .rv(r 54.43 12.64 K 84== 15.310 3A --------- ------- ---------- P. ...._. ._3. ....._ ._ ' ..CZ.E. __ a.._.._g ..._.._._.._.........__..._....---..........._._ 18.00 1.104 11:- 2.0 3.00 10.33 QA= 0.15 X 120.00SOF. G C =1 20 IT S. 0 700 0.00 K== 5.600 V -: 6.03 --------- 18.00 ------- 0.0634 -------- --------- i0.00 ---------- 0. £33 ---- ............... .--_._.---- / `/?c14n j(_t1g.1"6 ...........--._._-_....._--....--_..-..__.._ 0.00 1.687 16.00 11.16 11.16 K" 0.000 P== 11.11 GS C-12- 0.00 0.00 0.05 VELOCITY :. 2.58 18.00 0.0105 16.00 0.17 11.11 18.06 1.687 16.00 11.33 11.33 K== 5.410 F'== 11.15 Hi C=120 0.00 0.00 0.18 VELOCITY = 5.17 36.06 0.0382 16.00 0.61 11 .15 ; ?EAOJ Frow/niri W. W W W V "IC: K. .1 1-11 rF.) U...A 'T ' (f A Pli "11"' 3.' 1 a"te" F ,, R "C ':IF: 0" II Irti Il__ If 4: Q w IC:L ? ? ?: NK: JOB- NOR M-IWE:S'I' A liiaiUSl'"(1 C;Ic : '1RATH)AIG CORP ,.1[)1-64 NO £64'647.... 63 62 DAT E' 4/2B/137 P'AGE B3 < **Y?A MX * *XcX<*v? :* y k A :YF}31...DC, ' 1:+' ND F I..6R RI::: r1()1,I : TO t i G„ * KM YF A"FM k K k*YF*Xc>k>a k>K?% irk*?C* HYDR1C., QA 1) If.) I6. U. iI:V. F'.T.F'I=, F'7 F'T RE:F. FLOW "4::" F-I1A.1N(:' FIGS. I"I - F'V NOTES *>ICNc?cX64 F'C):CNT CYJ* I_.OSS/1= L_E:N61'H.S• TOT. 1-'F' F'N 18.37 1 .687 647E 4.64) 1 , 1:50 7 1 .94 1 1 . 94 K::- 5 . 41 11 . ;3 J2 C--120- 1T 9.(7 9.00 O,O0 0.41 VELOCITY = 7.90 54.43 0.0820 9.50 ....... 0.78 ...... ...... ....... ?t i S .i;_ ..................._..... 3 NC-,n/?? f'C{X?/n/!? ....._.............._......._..........._..-._ 54.60 2. 1 54 OE .`:5.O 2.00 12.72 K::- V5.310 F"- 12.72 3A C==120 1TiF).0 10.(0 0.00 VE.L..C.)C:LTY 9,59 109.(-)3 O. (649() :. 1 <', ()() 1 , 0El (a NEAPS FGOwi?v(? 109.(•)3 13.0 K C):5:::: 29 3':640 3 --......... .... .__.._ ._._...... ._._......_ .................5.. F.,..... ...._#_,..._..... ._E.. ...._40..._.... .. .. y.... ....... .._... .... .... .... ....... .......... _._._._._... __._._...._. 1 E).00 1 , 104 21:::' 2.O 10 .00 10.33 UA:= 0, 1'64 X 120.00SOF. E C-:i20 4.00 0.00 K:= 5.600 V = 6.03 --.........._._.._ 19.00 ._....._....._........._ 0.04:134 .,._ ................ _ . _. 14.00 1 .17 ,? Jw / NEBw .... ........ ........... ........?.._.._._.cN?........ 19.3::5 1.104 OF2,f) 64),50 11 :5() K -- 5.410 F'= 11.50 F1 C=i 20 i T 5.0 `5.00 O.0 VI::L_(.1CI1'Y = 12.17 36,3;5 ().,3()64 :.5.50 1.6s' .........._.._...... . .__......._.... ... .... .... .... .._........._._........__.._.......... - ._..a._ 36.35 1 3. 1 9 K 96:-: 1 0.01 0 2A ... ............................ ..r00.....19. _d?........ B?:uw _. 18.00 1.104 2E: ;2.t) 10,00 10. 3 CdA-:: O.i5 X 120.00SOF. E: C=120 4.00 0.00 K= 5.600 V = 6.03 18,00 0.0934 . 14.00 ............._....__... 1 . 1 7 _.__.._........_.._..._ ._._..._._....... ? '6 ? / LuwiNt; ...............'... .... .._....._..... .... .... _....._._...._.... 1 B. 35 1 . 1 04 012.0 1 . 5 0 1 1 . "640 K.::: 5.410 1"':::: 11.50 F62 C::::I"10 1'1' k5.0 :a,O0 0100 VELOCITY = 12.17 36.35 ().3064 6.':50 1.9' 2 36.77 1.452 OL 4.0 2.00 1;7.49 K= 10.010 F'= 13.49 2A C=120 iT 0.0 0.00 0100 VE,.I OCITY :- 14.16 73.12 0.?9:39 ` ....... .... ... ._._.... .... ...._.__.... .... ._........ 10. 00 ........ ....... .... .... ..... .'..94 ... ._............. ...._....... ....................... oe /., ....??'.........._.._................._._..?_.._.._._._.-.._ 73.12 16.4;3 K 67::» i B.040 2 ?.T.... .pP-._.... . _ ......... J!Q._._.g ...... ... G 19.0() 1.104 1E- 2.0 :'.5.:5() 10.33 QA= 0.15 X 120.005(:1F. N C=120 If 5.O 7.60 0.:00 K -.: 'a.6OO V =:. 6.03 - B. 0.0 0, 04:)3q ....... .... ............_....... ... 1..2 5.O 1 04 i7.93 1 .697 9. t)0 1 1 , 37 11.37 K= 5.360 F'-- 1 1 . 1 9 Bi C-- 120 0.00 0.00 0.10 = 5.15 VF:I.ACITY 35.93 0.0380 __....._._......_..........- .9.00._..... .......,_O.3a...__ ._.y_y._ ?q 1 x?! :..116/7.%.. L._.?.a??(r?i iE).i9 1.69"'7 9.00 1i,71 11.71 K= 5.410 F'= 11.30 Ci C--12O 0.00 0.00 0.41 VELOCITY = 7.76 54.12 0.0811 9.00 0,73 11.:3() 3 C/a f LYiW/N(r Am mc: mK NK %V 3f: IIM: ::N:: IP`il U:;:• 01 U..JI I- UC::U P1 ue a -A-' :1[: U.::" ; F,, A?:,Z ::I[: RA 11 K C..._ IF-Z U:- 0 .. Dy. *:; kK JOB-- NORTHWEST A E4nSPAC[ TRAIMIM 6 CORP JOB NO 87--6 362 DAT E: 4/28/87 PAGE 84 %t%%%%%%%cYF*kvFk%C>kKsXN%c%% kaY,<}'sl_.1)C: 'B' 2ND FLR REMOVE TO IIYDRLC. CA D:I:A. EQUIV. PIPE P7 PT REF. FLOW °C" FITTING FTGS. PE: PV ?kNokK NOTES POINT OT L ..OSS'/F LENGTHS TOT. PF- PI4 18.87 2.154 0E: 5.0 8.00 12.44 12.44 K:::: 5.410 P= 12.16 D1 C.:=120 i110.0 i 0.00 Koo 0.28 VELOCITY = 6.42 72.99 0.0429 1 6.00 0.77 1 2, 1 6 72.99 13.21 K 88= 20.080 1A /910._..... 1 7--..... A.... ...._/?E.... .... ....-- ---------------------- 18.00 1. i 04 i K 2. 0 5.50) 1 0.'33 OA== 0. 1 :5 X 1 20.OOSCIF . 1`3 C-120 i l 5.0 7.00 0.00 K= 5.600 V = 6.03 --------- 18.00 ------- 0.0834 -------- -------- 1 ? `0 ----------- 1.04 ------- -------- f / ??&- 12,9t-iIIV6 ------------ ---------- 17,93 1.687 9.00 11.37 ii.37 K= 5.360 P:: 11.i9 S f C"120 0.00 0.00 O. i 13 VELOCITY - 505 :5 35.93 K0380- 9.00 (1.34 1 1 . 5 5' // ?Q ?GU Q. 19 1 .603 9.00 11.71 1 1 .71 K== 5.00 P i 1 .30 Ci C=120 0.00 0.00 0.41 VELOCITY = 7.76 _.-.-.--•--•-- 54.12 --.._._.-.-.- 0.0811 _........__.._.._._ --._........_.._ ... 9.00 ....-.........._.-.,-....-.._-- 0.73 _._. 11.30 j I?EAOr.„?LU !_.1 18.87 2.154 01 5.0 9.50 12.44 12.44 P::::: 5.41D I"'=: 12.16 D2 C::=120 1 T10.0 10.00 0.00 0.213 VELOCITY -• 6.42 _ ...... _ . _. ,_. -. _ _ -. 72.99 .-,_ - . 1').0429 19>50 0.84 12do L/ ??EAD ?GUW/N 70.1'7 2.154 OE: 5.0 2.00 13.28 13.28 K::= 20.080 P== 12.21 iA C-120 100.0 10.00 0.00 1.07 VELOCITY = 12.59 --------- 1 43.1 6 -------- 0.1492 ------- -------- ----------- j00 179 -------- 1 2.:21 ----- ....... e ?9 E?wS /rG OG?/w& .. - _.........._... - _ .............. - -..•• ...._..... - _...... 0.00 3.260 5.00 15.07 15.07 K- 0.0070 I"•= 14.87 i t:"Q 20 0.0O 0.00 0.20 VELOCITY = 5.50 143.16 0.019() 5.00 0.i0 i4.d/ 69.21 3.260 _ __----...__._ 8.:50 --_----.- 15.17 ---__-.-.. 15.17 ....-•---•-'-'-.___---.__------ K= 18.040 P'- 14.72 2 C=120 0.00 0.00 0.45 Vfc:l._CIC I l Y = 8.15 --------- 02.37 -------- 0.0411 ------- -------- 8.50 ----------- 0.35 - ------ 14.72 -------- .?Apl ---- 111.65 3.260 9.007 15.52 - 15.52 K- 29.3150 P- 14.47 3 0-120 0.00 0.00 1,05 VELOCITY = 1244 ----•-•---.-- 324.02 -------..__ 0.0899 ._.__----._._ ._._.._.._......_. _._. 9.00 _...__..---,._........_ ......... 0.81 ....._...._......._._... 14.47 ......._. /? HE,-//J 1 08.3'7 3.260 7.00 16.33 1 6.33 K:-: 28.490 P= 14.47 4 C-120 0.00 0.00 1.86 VELOCITY 16.61 --------- 432.39 -------- O. K33 ------- -------- 7.00 ----------- K o 7 .... ------- ... 14-47 ..._._.__.__.......-.. y L/cf/df F uw7N? ---..._....__=_._ 80.75 3.1260 74.00 i 7.40 17.40 K= 21 .01 0 P= 14.77 5 C:=12O 0.00 0.00 2.6:3 VELOCITY 19.71 __._....._.-._.•__ •,>T.1a .. . 0.004 1?0.004 _...._..._......_._ - -...._.._.._......-. 74.00 _._._.._..._ ..............-.... 15.:'.StJ ......._.._.............- fa. 77 ..-._.._....._............ // ..rzwin!( 0.00 4.260 36-10.0 106.00 32.98 32.98 K== 0.000 E'= 32.08 6 C=120 30.00 0.00 0.90 VELOCITY = 1 1 .54 513.14 &0571 136.00 7.70 32.06 W. W W. V T A° ::N:' (h1I 1-1. FA u._A 1-- Ell 1Mi rr" i 1" :a ll:: : ?' u If',^ : :I[: II^ll B k IL._. II:;:: IFZ Q::::: Q::'U . 6? X4: *c W ,JOB-- NORT HWEST A FKROS'I'-'AC:E IROINING (AIRP JOB 140 87-6362 DATE. 4/28/f37 F'Af;l'_: Ei)ES W KX k k k k k kMX kk kX<N N kX MN hk kY,<1iL1)fr ' I3' 2 ND f-I...R f{f:::M0l'I::: '10 ll. C.;. MX M>?MX<;kXCMYFWX< k>kllWya kM?K?kM?K IIYDFi1...c C.IA D.T.A. 1-CdIlIV. F'TI::,1- RG:F. FAL..C)W "C;" F:f'f fIN G FTC.;S. F'I: NV X<{<XcXtX Pill'1"L"S k?XX<kk PC.)IN'T (:!'I' LOSS'/F LEi:NGI'H:i TCIT. F'N ?:.^_=_:?::?::?':::::??:_:__. _: ?::.'. ?_: ?:::::::: •_? ?:'_':'?:::::::::_:::_:=:::?:'::_: :.::__::=:_::.:::::::?:: ::: _::?:::::::: ?_ _:_.::.:: :::::? ::.::::::::::".:::::::::::::':::::::::::::::::::.:::::::::::::1::::::.^..:.'::::: :: L:::::: Lam:::::::: 0.00 4.026 2 00 40.76 4(1.'76 10:: 0 000 1':::: 39.63 7 1 0 f ?.00 0.00 1 .13 Vfa...(:)[::f.'CY 12.92 513.14 0.0753 32 .OOF. ;34.00 ?.56 39.63 0.00 6.340 7.00 _. 43.32 ....._._._._._.._._..------_.. ---------•--- 43.3_ K== 0.000 F'= 43.14 8 C:=120 0.00 0.00 ().1£:) VI:I_.faf,.('fY ::. 5.:21 513.14 0.0002 7.00 01 () 6 43.14 _............... _.... ._ _.._..- -._.._. 150.00 ...._......_._._.... .... ._....__._ ................. ....... 6.340 1 E)FA 4.0 ......... .... _._...._ 451 .00 ._._._._......._..... ..__ 43.38 . _.... _...-.... ....... _._._._...__.._.. ----------- APD ?a2 i.lA:: 150.0 PT-= 43 38 I°IOSE.: C::- 120 4T3().(1 72.00 11 .691 . N 41?t VI::i_.O(::[TY 6.73 663.14 0.0132 .._._. ..................... ....... . 82;3.00 10.91 ,- 663.14 . _ _ ........_....._ ......... .......__._._.._._... 6::i.9£) _.._...._......_.._.............._..._._._.._._.._.........-......__._.,....._.... .... .... K 89= E)1.640 DOSR _.._.._.E...uRE.. ._.._.... ..j.._ .... G 6,06 6 ?OM cf 7&2 9 /1i A1A7C A!S L E ?. aAleeX G/lou,,vv SCE /-?'/16e Nn ?KG toR F&ow CON7ivU.971,91? ? w 1l7v A A 6 Ra &,,/o P/NG %) S., P?p6 SK Ac Vic: 4c 14' R< ::n': DA-11 C;; C% U...A I- Co P1 sr'^n , F ::M:: C.,* ; `: F:=„ If ter. A.: 0-11 K 8._...11:: If v. Q:::: 4:::U *c *c *1 vx JOB- NOR THWEST A EROSPACE TRAINING CORP JOB NO 07-6 362 DATE 4/2B/U7 PAGE 86 **>k>x*y *sk*? % Nc>k? K* k i o M ;k YF k 13I..F)G 'D ' 2ND FL R TI°Ifil.l 1.1 . tvX FX K A¢M X K X NcM >r Y? kk MXc>K>?M?K?CAc 1-1YDRI._C. UA C. I.-.:UUTV. PIPE PT F,T REF. FLOW DIA. FITTING FIGS. PE PV MOTES POINT UT LOSS/F LIEI' G FHS 'T'OT. PF Pill -550.38 C040 95.00 6608 QA-- - 550.388 T'= 66.58 5 8.140 0.00 0.00 VELOCITY = 3.:35' -550.38 -•0.0020 9'i5.0)0) 0.20i / 350.00 CJ-1 4O 1 E 23.9 1`10.00 66.:38 041-310C QA-•: :350.00PU 66.::58 6 8.140 23.94 - 0,00 Host VELOCITY -- 1.23 -200.38-0.0003 _ ......... . 133.94 0.04 J06144W -200.38 ...._....... . ....._.._.........._......-... ....._.._.............._. 66.34 ......._.._..._.....-.._....._............_.--....._........_.....------- CS i 7 -------- -------- -------- -- I't-o[N ....J8l-1T,f ---- ----------------------------- 663.14 C::::1 40 70.00 65.98 1.1A-- 663.1 41"I'm 65.98 13OSR 0040 i T46.5 50.55 0.00 VF:L..I:ITY := 4 0' KLEKJ r R 5 663.14 0,0029 4.00F.. 120. 55 0.36 d RE(?NiRCa o?/N --- (n/1ipC f/OS€ -200.313 0040 U23.9 230.00 66.34 QA-- 200.30P'T-- 66.34 7 8.140 28,94 0.00 VELOCITY = 2.8::5 462.76 0.0015 5.(100--. 258.94 0.39 .76 462 ---..-...._......_.._..- ---_ -------- ----.........-- 66.7;5 ...._...._.._....._.....-............-._.-..._ CE __-_.___-•_---- 0.00 C::=140 --------------------- SP5 6.030) 0.0)0 0.0000 462.76 C=i40 EI 8. 140 i1O.00 I T:39.9 43.901 4.OOF. Q3.90 ------------- 3 00 &00 ---------------------------------- 66.73 UA= 0.OOP T= 66.73 0.00 VELOCITY 0 0.001 ------------------------------------ 66.73 UA= 462. 76P T''= 66.73 0.00 VELOCITY = 2.85 46206 0.00`5 35.00 - 0.05 0.00 C=:14O . _...._._ ............._._.._._.._._.._.._ 310.00 ._-._...--.._.._..__.._ 66.78 _.._.._....._._._.......-.-_.-...._.,......._.._._,_..-.-.._._..... UA._ 0.00PT= 66.78 9 8.140 i'T'46.5 51.55 0100 VELOCITY :-. 2.85 462.76 0.07015 5.001= . :.361 .:'5:'.5 0.55 0.00 C-::140 ._.._ ..-......._._ 2E23.9 460.90 ._.._._.._.._......__..--_.-... 67.3:3 -.__._.._........_.---- .-.----•__------ RAE= 0.00PT= 67.33 10 B.'140 47.88 0.00 VELOCITY 2.85 462.76 ----------------- 0.0015 -------- 507.08 ------------------ 0.77 ----------- ------------------------- 11 462.76 0.00 0:--120 ii 7.981 462.76 0.00722 ----------------------- 462.76 68.10 7.00 603.10 53.0}0 0.00 53.OOf=. 60.00 0.13 CS 3 - ----------------- OA= O.OOP T= 68.1 0 VELOCITY 2.97 -------------------------------------------- 6803 4 i dc 4K NK AK N' 1: h < ::F t 19.1 #,, [..u ..W-. T--.' 11 VIi rta `[- ::IL [::. S-- W::., If-t' _IL- til K TL_... W =: P;: c- [-u - 3< *: Z: w JOB- MOk TI-IWL_ST A EROSPACE TRAINING CORP JOB NO 87--6362 DATE 4/28/87 PAGE. 87 %?*#N >r N??k* ?X*?aX?M k % XtW * J Wt? W 9d}31..I7(': ' B' :?MD FL R TFiRU 1.1. ('; k ?F>'FA: ?Xi X >k XXc K K?XXC Pc K KM K>kXt? ?C** HYARI._C. QA C. 6:(:31. TV. PIPE PT P'T REF. FLOW DIA. FITTING 1=TGS. PE PV *k?W>k NOTES *X?>kkk POINT OT I..OSS/F LENGTHS TOT. PF PH 0.00 C==140 110.0(1 66.50 OA:::: O.OOPT== 66.58 SP4 6.030 1739.9 43..90 0.00 VELOCITY = 0 0.00 0.0000 400F. 153.90 0..00 >50.:38 0::::140 20.00 _ _ 6600 _........_............._.-.....-...-.. - -.....- (.TA== 550.38PT:=: 66.58 5 B.140 1 T'46.:5 46.55 0100 VELOCITY 3.39 550.38 0.0020 66.55 0.14 0.00 C=140 I E23.9 .....-- 415.00 --------._....._.- 66.72 .....-._....._.-._...._. -•-----•-----••-----• QA= 0.00P''T'== 66.72 4 F3.i40 2&94 0.00 Vf:'I._OCITY 3.:39 550.38 0.0020 438.94 0.92 _`150.373 -- _.._._.._ ................_ ._....._ ...._......_._......_.._.... 67.63 ....._._.._._.._.._.._.._..--........--....._._._.-...._.-_.._.. CS 5 3A 0.00 C=120 7.00 _. _.... _. _...__ 67.63 _.. ..-..__._.._..-_....._._--------.--- OA= 0.00P'T= 67.63 3A 7.981 53.00 0.00 VELOCITY = 3.53 550.38 0.0030 53.00F. 60.00 030 550.3(3 ._. . -....._.._.._._._._ .... ......................._...- .........._..,........., .._...._..._ 67.82 _.._._.........__.........._.........._.._..-_------_ ___..- CS 6 3 0.00 0==140 360.00 _..... __ 67.82 ..___._ ............._......_..........._.....-.._....._•-•-•-•-_•--.. QA= 0.00PT= 67.02 3 12.210 1T79.8 79.80 000 VELOCITY 1.51 55008 O M02 439.00 0.13 0.00 M40 36:35.9 880.00 67.95 ....._ . .........--.....-........._......., - __ .._........ QA= K OM= 67.95 2 1 2.210 112.73 0.00 VC:I..OCITY = 1.51 -------- 550.38 -------- 0.0002 --- 5.O OF. 992.73 0.29 550.38 ----- --------- ------ ......_- ------------ 68.2 3 ------------------------- CS 7 1 16 7(9 .._.._.__._ ?.Or 3....?....y_._.._.rP/7..._C? !1[Q.?i?.._.JY_ 1??6 G RHI @ ?3,sY ®J/ fJvMG AaGE' ?7 Sti,?PtY S?? PAGE" /7/D 7 y Q?{O,JELrEd FGac? wAiGfL/SG? SEA PAGE ?fl ?Fl ?LUW S?y???r?G SEL' all No 87 WATER SHPPL'/ SGNEh'?r? jr: 1: PAJ 0<: a.__. E a.3 .. ? ?: * *c JOB- NORTHWEST AEROSPACE TRAINING CORP 900 NO 07-6362 DATE 4/20/07 PAGE: 89 ***8<M? Y >K*? MMYF>K k KMM X YFM?tiX<? >1 uMYF4JA 1!:::Fi SUPPLY SCHEMATICW**************************** 1-'---.--_.__._._. _. _.....-- .. .............--- ...-.........--. _...-. _. ! 1 STATIC PRES. 1 *C-- 79.000 PSI ! ! ! S ! ! 1.1 i A P ! P f3??c 0/iv(, IJ Z-- CCO6R ! L i ! Y ! C ! ! R i ! V PRES. AVAILABLE ! * C-- 73.576 PSI ! S'AF'E'T'Y MARGIN ^ . ! ! 5.:346 PSI: v ! 1 SYSTEM DEMAMD_._.3 -------------- * * C--- FLOW AVAILABLE ! 51304 GPM / 500 GPM HOST= ^ 1467.93 GPM ! i i / ---------------- E T O fAL. DEMAND ! V 60.230 PSI AT! R ! 1{)13.14 GPM ! ! ------------------ C RESIDUAL PRES.13* / 71.{)0 PSI AT ! ! / n 1250.00 14 ! A / M :36£31.()4 (;I'M * ! I *C-- 11.690 PSI (ELEVATION) i i _....._- ---•--- --._ ----._.........._.....---- ._._.-.._._..._.._.._._.-......_._ FLOW (GPM) FLOW SUMMARY S'YS'TEM FLOW 51:3.14 GPM INSIDE HOSE i5o.{)0 GPM OUTS'I:DE. HOSE 350.00 GPM 'T'O'T'AL.. DEMAND 1013.14 GPM *c DK *c A< 'tic'' .1C K X Ni a:;- f a d _ll "T("' ?:_U fi F n'lT- .11 V .%" F" VZ 1: 14 II'ti:: X_... G :. U Q:;: ICI .x *: *c: JOB-- (NORTHWEST AEROSPACE: TRAINING CORP ..JOB NO 87-6362 DATE: 4/2£3/£x7 PAGE: £3£3 XcX<X<??KXc%cXcXc%cX<X?X<X<X<XcX?X<r?YCXcX?YFXc?XX<X<?Xckc??kX<I"'I_(7W S'CFI(::M?=?1':IC:?kXtX;?k:T:%FXckc?klkXiXcYRXz1??:X%c%cX<Xc%c?kc?#X<?#XC?k%c:k** 55().38 v 550.:3£3 .00 v S'P4C.C.C.C.C.C.05 v 550.38 v 6 v 200 3£3 663.14 V 462.76 F.ONR000CCC:7000<.C.CCCCCCCCCBC:CCC9C.CCCCCCCCCCCCC1 O 462.76 v 462.76 .OO v SP5 550.30 462.76 A 5:50.3£3 A 2CCCCCCCCCCCCCCCC:CCC.CCCCCC'CCCCCCCCCCCCCCCCCCCCCCCCCCCCCI:):):))11 462.76 ThIt 01 N (9 6 2IVP 7 Lv0A HYDRAULIC C:ALCUAI...TION SUMMARY v v AREA STAR'T' END T£:Yl'AI TOTAL.. SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 1 7 1013.14 68.23 1 '1a" IC ati.::rc a^ a B::F ?:'u fl Jl -Tf" 6::Ji a•"Ti rr"::n 'll- al: a:::;. ,.4" IE " N d:::IL II° II II°?;: IL.._. If::i:: N ??: Nt?X%K?t**?kMt*%t>k?**%k>CC>f<ktkt?N>N>kktNtXt??l<*?cKtNt?Y?XtMNt*Mkt%KXtBt?kl??k?Xh<Xt?t?kc>?X<k<>k?*>k:l:>k%K>k>'F?tktm*??XKt?kN?Xtkt>k>ttKt*?k>a ZR :3 e5 -- at es Ef 6), HYDRAULIC DESIGN INFORMATION SHli:a:i:'T' NAME NORTHWEST AEROSPACE: TRAINING CORPORATION DATE: 4/28/87 LOCATION 2600 LONE OAK POINT, EAGAN, MINNESOTA BUILDING C'ONC DECK STEEL BEAMS COI_. CONC WALLS SYSTEM NO. BLDG C-•:2 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. H7--6:562 CALCULATED BY TOM MILLER DRAWING NO. £3 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 10 OCCUPANCY CLASSROOMS .S 1C )NF'PA 13 ( )LT. HAI. ORD.HAI.(:;P, ( ) 1 ( )2( )3( )EX. HAY. Y 1( )NFPA 2311 ( )NFPA 23iC FIGURE: CURVE S ! (X)OTHER .15/2000 .SCI ITT REMOTE PER MSNNEAPOLTS T 1( ).SPECIFIC: R1.11_.:LI`G MADE BY DATE M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE: !DENSITY- GPM 35 (X)WET( )DRY( )DELUGE( )PREAC'T'ION D !AREA PER SPRINKLER 120 SPRINKLER OR NOZZLF E: !HOSE ALLOWANCE UPM_IN,SIDIE: 150 MAKE:. 'CENTRAL' MODEL. "H S !HOS'E. ALLOWANCE GPM-OUTSIDE 50 SIZE 1/2" K-FACTOR 5.6 I !RACK SPRINKLER AI_I_OWANCE. (:) TEMPERATURE RATING 165 G ! 14 ! CALCULATION 1 GPM REQUIRED 470.14 PSI REQUIRED 67.01 AT BASE: OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 1 20 UNDERGROUND S q0 W !WATER FLOW TEST 1 PUMP DATA ! TANK OR RESERVOIR A !DATE OF T'ES'T ! RATED CAP 0 1 CAE'. 0 T !TIME: OF TEST ! AT GPM () ! ELEV. 0 E !STATIC (PSI) 79 ! I:::LE:V 0 R !RESIDUAL.. (PSI) 71 ! 1 WELL !FLOW (GPM) 1250 ! ! PROOF FLOW GPM 0 S !ELEVATION FLOOR I...EVI'_L ! LI 1 _::W W Wes: ::= .:::::_::•_ :::::::::_::::::::::::::::_: ::::::::::::::::::::::_::"::::::::::::::::,:::_::::::::•:::::::::::::::T::_::::_:•m- Y. E•' ! P !LOCATION :8 h 12 INCH FIRE WATER MAIN LOOP OF BUILDING L !SOURCE OF INFORMATION :PROJECTED FLOWS FROM ENGINEERS Y ! !COMMODITY CLASS LOCATION C !.STORAGE: HT. AREA AISL.E:. WIDTH O !STORAGE ME:THOD:SO...ID PILED "/. I'-ALLE:TIYI'r.:D "/. RACK "/. M 1 ! ( )SINGLE ROW( )CONVE:NTLf.NAL. PALLET( )AUT'OMA'TIC STORAGE:( )ENCAPSULATED 1 R ! ( )DOUBLE: ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S 1 A ! ( )MULTIPLE FLOW ( )OPEN O 1 K 1 FLUE SPACING: CLEARANCE :STORAGE TO CEILING R 1 ! L..ON61TUDINAL TRANSVERSE: G ! ! HORIZONTAL. BARRIERS PROVIDED: E ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE: (PSI) MMMMMMMMMMMMMMMMMMMM*MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM>kNtMMdY>XM?k>KMMM*MMktMMMMM*MMM F- 1 a ,e IEEE a IFS:. 931 ]_-.: a..::. T- 3:: Cl 11- _ E3 Ir c Es wli 11:-• a.j -a" a'=_: IF R: I£]), pii":.ST ::II:: C;- 04 W. W. *c *c w,,,+' : II: N< 1. Pi C, rc - LA' 0 4, *A iM A -1 " :1 F ? ? F" IFS' .1L" U"'0 II"N. L__ &IFM: C:;: Q71 *c ?: 1L JOF:t-• NORTHWEST AE'ROSPAC'E IRAIPITPIL, CURP JOB NO (37.••6362 DATE. 4/2t:3/87 PAGE, 90 k? K*N(**k kt k<k kC*kCkC *k<k * k<k k k kcl'fif:iJl:C'i f:::I) F'I._OW AVA TI..r1EtI. L k k k k k N N k I k Kk<**k *k k<>#>J *?C*?C**** IF n IFZ. N U::A F'C. -ET" N- II t-JI IE,;S" "TL" CIV IFM: IF.::: a_.A S,' 11= k x a..,: IE:: lT" F z d"e :I:: V 8 U" 8 Q I)E:11SITY X AFiI=:A 0.i50 X 2000.00 - 300.00 O'VEFRAGE _ 0.57 571.00 RACKS - 0100 INSIDE HOSES -' 150.00 Jj(iJ/Gd//I??i L_ 0u1, Sa:DI I IOSES 3150.00 FLOW RE-:.O'D FOR SYSTEM = 4'71.00) FLOW Al' 'BASE. OF- RISER ::.. 621.00 MIN FLOW AT PP(SE (.)I' RISE-IR 0.00 TOTAL. F'L..OW 971.00 S'TA1'IC F RE.'S'S'I)RE: 79,(101 RE:SIDLIAI... F'RES.SIJRE = 71.00 RESIDUAL_ F1_(.)W F1 ow FROM CITY SUPF-I Y AT 20PSJ :_. 3681 GPM PRESSURE FROM CIJRVI:: L TOTAL F I...OW I:L..EVATI011 FOO'L' NO1 DIA .C.. I. ENGIH FACTOR i B.140 140 0.00 fI III II ADDITIONAL. VAI VI:.. LOSS, ITC. SAI''I::"T'Y MARGIN PRESSURE AVAILABLE FOR SYSTEM CLASS 17 ooMs s ys 7Eh'7 1250.00 7:5. 913 0. + FLOW F'F" F'L()W vE:L0C:ITY 0.0() 0.00 971.00 5.9L3 I. (x) -ZP,t o J Cc i EtO 0.007 7:;.913 wAiLAL3LC FJ7 Su PPL Y / S /L oo O DES i«/ S0- / T 4AEA S EE NoTLs P196 6 -d 50 Ac NK mac: mac: %v, _If 0+,::31" Y~ o • rr'a tj v c3 o% -c...:ai:: c ,;s, u:.,, IR! :a i:: iii! J : h...... u _ 0a., a::?, C)' .. *: *: A JOB- NORTHWEST AEROSPACE TRAINING CORP YOB NO B7•-6362 DATE 4/28/07 PACE 91 kk kN *? * KM?# >K kN skX N ?F kM% M?kN icl...I)f:, 'C' 2ND F L N C;vr ARM :Ft,s?k? K?Fk F*k ?# K% *X * K K> >K?k K?C%c*?F*k HYDRL.C. @A C. EQUIV. PIPE PT P.T. REF. FLOW D:FA. FITTING F'TGS. PE PV KkXcNck NOTES KPF*Ncke POINT UT L..l7SSIF LENGTHS TOT. PF Pla 15.00 1.104 1G .0 2.00 .17 CAA:::: 0.15 X 100.00SOF. W/ C"120 IT :5.0 7.00 V00 K::: 5.600 V 5.03 15.00 0.0150.11 9.00 O.54 N 15.00 ......._. _. _..._ ._ -.-_.. _....._._ 7.71 ..----- ................ -• -- _ _.._.._ _ _ _--•-•---•-- K 90== 5.400 _-_._._._........_---._._._.._..__ ._.._..-_.._7_ amic_._ 7 ... ................1._._. 4 _ _ - 15.00 1.104 11_ 20 3.O6 7.17 QA= Odd X 1OO.OOSQF. L C.:=::120 17 5.0 7.00 0.00 KK:=. 5.600 V - 5.0:3 15.00 0.0595 ._.... _._ ..... .. 10.00 0.60 15.00 . .. ... ...._..._--._..._ ._._._......_........_ .._._........._.._._.._ 7.77 ....._......._......_......_......_`........_._.._.....^ --._-....----....._ K 91n 5.380 ------------------- 1o.00 1a.00 0 ------------------- 1 E3.00 ---------------------------- 1.104 11= 2.0 2.00 10.33 QAw 0.15 X 120.00SOF. C=120 IT 5. O 7.00 0.00 K= 5.600 V 6.03 .0£334 9.00 07175 1 1 . !)!3 K 92= 5.410 61 --...._.._ ................ ..._._.._....._. _....._.._ -r...o??%?_..._f?.T.._.._ .??,..???....?J,.......1?.s..?.?..... .......................... - - - - - - - - - - - - - -- 18.00 1.104 1L 2O 6.00 10.33 QA== O.Q X 12O .OOEQF. nj C==120 IT 5,0 7. bb 0100 K= 5.600 V ::.. 6.03 18.00 0.0834 13.00 1.09 103.00 _ ._.. _ .......__......----....._._.. 11.42 ._...._._........._..._............___...._. K 93= 5,330 .,.,.._....._....._ ---------- ------ ------- .. ./Pic ?....... .r Z....._......_? ??_G...-_.._ .._....._..... _..... ._ .............._._..._.._._.__ _ _-_. _........ 18.00 1.104 1l? 2.0 3.00 1003 QA= 0.15 X 120 .00SOF. L/ C=120 IT S.O 7.00 07.070 K= 5.600 V :-. 6.03 1!3.00 0.0834 10.00 0.83 1£:3.00 .._......_ _. ........._......._ -_....._ .............._....._._..._........._ _.. 11.16 ...._..._._.................._......_._. _...-• --- K 94= 5.390 _.. _....._._._ E! --------------- /Y!?......./?._.....E!...... . r....._......._._......... A: AM: Aw AK %V' _u: K :II:: 8" 011 wN U...A I- U'::li P1 O ...U... `k:: C:;: " U::::,, If w. `II:: P-0 11-;II...... II_°:: Fz C,: C.) . *c: arc: W *c JOb- NORT HWEST A EROSPACE: TRAINING CORP JOB NO 07-6:362 DAT E 4/217/177 PAGE 92 *? ycXc*% *Nc i ?CXck $«C*? ?Cy??C I?I_.1)G 'C' NIN A 1=LR REMOTE TI:1 U. f:.. *h ? MXc? ??C? ? **? *Y??C? k ?CYFYF*>K* NYDRI_.C. PA C. EQUIV. PIPE PT PT REF. FI...Ob7 DIA. FITTING FTGS. PE PV :BX**8 (NOTES kC?KXc*k POINT OT L.OS'S/F LEN(: rHS Too. PF F'IN 117.00 1 . 1 04 I E 'L. 0 2.00 i0.33 QA w O. i5 X 1 20.00S'OF. V C=120 IT 5.0 7.00 0.00 K:=: 5.600 V 60:3 18,00 ----- 0.0£134 9? (-) .1m)._. ._..,.._....`_)._.''. / 1/E4a r?ii,vc 1.452 _ OE 4.0 7.00 -11.08 i i . OL3 K== 0.000 F>= 1 1 .00 Vi C==120 IT 17.0 53.00) 0).0)o 01.013 VELOCITY 3.40 1&00 0.009 _- -.-. .. 1500 .. . 0.33 11.00 18.00 . .. ..._.. . .........._..... ....._.._....__ ................... i i .4i .................. ..........._......_..-_............._._._._ _----......, K100== 5030 2r- --------- _.--._..,...._... ------- ----- S E ?z sa _.._.........A ...../lio.._.. . C o ...9 -- ---------------------- 18,00 1.104 iE 2.0 2.00 10.33 QA" 0.15 X 120.OOS'OF. W W20 IT 5.0 7.00 0100 Kam: 5.600 V =• 6.0:3 --.-_._._.-._..._ 18.00 _._ ._.--- -. 0.011334 ------.,._..- -..------.- --•-._,._ 9.00 ....................... 0.75 / HEAD o !> _Gt1w_ 0.00 1.452 4.00 11.013 11.08 K== 0.0007 F'= 11.00 b71 C=120 0.00 0.00 0.00 VELOCITY 3.413 --------- i 5:3.00 ------- 0. 021 9 -------- --------- 4.00 0.019 1 i .00 17.90 1.687 -- OE 4.0 ---- ._......... :3.00 _......_.........-..- .............. 11.17 .._......,....... 11.17 ................_...-....._........._...._.._..,_....._......_..- K:::: 5.400 P=: 10.99 X C=120 IT 0.0 8.00 0.00 O.% VELOCITY = 5.15 --.-...-....._._._ 35.90 ._._._ ----- 0.0:379 ------ - ---------- i i .00 ------- 0.42 ----------- 10 .9 9 ----- 2 lJ?q--s `GOw?I?! --------------- 35.90 i1.59 K10i= 10.550 3A -----_...._._- ---__-- ---- -jo. 6 6- .._._.`! _._.._..,.. _ --------- 19.50 1.104 1E 2.0 2.00 12.13 QA'= 0.15 X 13O.OOSQF. Y C==120 IT :5.0 7.00 0.00 K=: 5.600 V :_. 6.53 19.50 0.0968 7.00 0.137 / IICA"p 0.00 1.452 OE 4.0 7.00 13,00 13.00 K=: 0.000 F'= 12.90 Yi 1:=120 IT 13.0 8.00 0.00 O.iO VELOCITY = 3.77 --------- 19.50 -------- 0.0254 ------- ---------- 15.00 000 12.YO 19.50 - -------- ---------- 13.303 ----- --------------------- K102= 5.330 4A 4-9 _------------------------- aC e 73 ----- ----------------------- 15.00 K i 04 1 E 2. 0 2.00 7. 0' CTA= 0. Q X i 00).00)EW. 7. C=120 IT 5.0 -'7.00 0.00 K:=: 5.600 V 5.03 -__.-_._.-. - 15.00 ---..__.....-- 0.0595 -_._ .............._. ......--........._.............._. 9.00 ............._......._.... 0.54 ..._.........-......_.._._..._.... ...._._.-...,.. /n/ ...._.._....._ ft0 .._._._._._!._..1....._........ 0.00 1.452 2E 4.0 8.00 7.71 7.71 K= 0.000 P== 7.65 zi C:::::i20 03.00 01.00 0.06 VELOCITY :_. 2.90 15.00 0.0iK6 ._......_.....-.. . . 16.00 W25 7.65 0.00 1.687, _. . .._. OE: 4.0 ........_...._....._- 5.00 '-- _-.._.._....._......, 7.96 ...._._-...._ 7.96 ......._.._._._.._._.._.--__......,---._........._ K= 0.000 P= 7.93 Z2 C=:120 IT 17.0 13.010 0.001 0.073 VELOCI'T'Y - 205 ===:m,:cc== 15.00 =:c==?-?v_ 0.0005 . ::::::m:==: m:c: =: c::::: •a:c _: =.:.:c=: 13.007 o= _:_ =::::tea 0.10 : __.: :_::=:::: c::z:= _: 7.93 :c:::c:_:a:: =:c: n:::::? :a._ar.:::_ :::::=a: t-: r:- ?. L::: a.'. aye: Ac me mt NV :Y K X Pi Fw a 131 ... C-1 6-t a"-b _X T. a_. Fh ! :il.. 0^il Il< M...... 11:::: F C3 Tf:::b - me tic 4K Nc JOB-- NORT HWEST (1 EROST'ACE r'ft(1:C1'1:1:NG CORP ,.1f:B N O 87-636 2 DAT E 4/28/87 PAGE 93 N %>K kc k*Xc? X K>F k>#X?W k kc F k>k XXc% Y'tI...D(:: 'C' 2ND FLR REMOTE TO I-IYDRI_C, QA DIA. EQUIV. PIPE PT I°''T REF. FLOW °C" FITTING FTGS. PI::: PV tl kX>Jkc NOTES k?XXc*K POINT OT LOSSIF LENGTHS 'T'OT. PF PH 0.00 2.1554 OE. 5.0 2.00 8.06 8.06 K::= 0.000 P= 8.05 5A C=:120 1'T10.0 10.00 0.070 0.01 VELOCITY :-: 1.32 15.00 0.0022 12.00 0.03 810':5 1 5.00 8.09 M K103== 5.270 5 18.00 1.104 2E 2.0 12.00 fo.33 UA= 0.15 X 120.00SUK O C==1207 4.00 0.00 K:= 5.6007 V :. 6.03 --------- 10,00 ------- 0.0034 -------- --------- 16.00 ----------- 1.34 -------- ------ --- -------- 18.22 1.452 10.00 11.67 11.67 K:::: 5.410 P= 11.34 R C=120 0.00 0.00 0.33 VELOCITY = 7.01 3602 0.0)801 10.00 07.80 11.34 2 1/C, /[pwiv/ 18.78 1.687- 10.00 12.47 12.47 K= 5.410 P= 12.0:5 S C=-120 0.('70 0.00 0.42 VELOCITY = 7.89 -•-.-•----•-•- 5500 ---.---- 0.0836 ...__..._._._........ ._.__.._...........- -- 1 o, o0 --.-- 0.84 12. 05 3 1-16,4 l w/ 19.17 1.687 2E 4.0 17.00 1:3.31 13.31 K= 5.410 P= 12.55 T' C=120 8.00 0.00 0.76 VELOCITY = 10.64 -..._................ .-.... 74.17 .-. ....._..........- 0. 1 453 ---.........-......._ ._...._.-..-._._..__ 25.00 ....._._._. 3.63 12,r;5 l /?df7`c Uw/ti( y ._.../T-?__... 21.87 2.154 OE 5.0 3.50 16.94 16.94 K:::: 5.390 P== 16.46 U C==12O 1T10.0 10).007 07.00 0.48 VELOCITY ::.. 8.45 -.--.--.. -•-_•-•-• 96.04 .-.-----_._ 07.003 _...---.-...---• •---._.-..-.._._.._._ 13.50 .-. 0.96 16_46. L/fff? N. wG-•- ._...5 _.....p.- - 22.09 2.154 0F_ 5.0 2.070 17.90 17.90 K= 5.330 P= 1 7. 1 7 yA C=120 1'T'10.0 10.00 0.00 0.73 VELOCITY = 10.39 118.13 0.1046 12.00 1.26 11.17 6 ??EAQJ-- 118.13 19.16 K104= 26.990 4 ?d......_._.._.._ 1 `/ & SAG /r//o 9s 15.00 1304 2E: 2.0 15.00 7.17 QA== 0.15 7( 1007.00SOF. K C=120 4,00 0,00 K= 5.600 V = 5.03 --._._.._.._.__._ 0.00 ._._._...._...._ 0,0595 ...- .................... ..............._..........._.._. 19.00 ._....._._........._...._. 1 . 13 _._. EAO !??uwi.?G I._._.fL._._._. 15.28 1.452 12.00 8.30 800 K= 5.300 P= 8.07 L1 C=:120 0.00 0.00 0.23 VELOCITY - 506 30.28 00575 _..._ 12.00 _._ .................._...........-. 0.69 _.___.._......_.... 8.07 -.-..._._.._- '2 i/EROJ ?cow7NG -.--_....__....-.._..... -.... Iv 15.65 1 . 4:52 12.00 8.99 8.99 _ K= 5.380 P^ "• 8.46 M C=:120 0.00 0.00 ('7.53 VELOCITY = 809 45...93 . 0_1.24,3.._ ._._. _. 12. (107 1.49 8.46 3 1114/95 f t o p,p,6 1 6.64 1.452 7.005 1 0, 48 1 0.48 K= 5.400 P:= 9.49 PI C==120 0.00 0.00 0.97 VELOCITY = 12.11 62.57 0.2203 7.00 1.:54 9.49 to Ale^p rLDuc.?(? mc: Ac do me %V X 0'k :1 0'%-II G. 6% LA 1" 13 P111_1- Tf ::il.: Q:: S' 0::°" D u: A:: I I"11 Il< II..._. II:.:: IF : C." E) Nc Qx:A?c *c JOB- NORT HWEST A EROSPACE TRAINING CORP ..1013 NO 87-6362 DAT E: 4/2£3/£37 PAGE 94 *X<tk)KX<****>KXtkcX<** Nc*}K*N6%kXtXc}il...DG 'C' ?I'll) FLR REMOTE 1'f.) 1.1 . G. X<X >k XcX<%<3X?K% XcXcX ??{ k kX XC>a*7K*?c K HYDFiI..C. GIA DIA. I::DUIV. PIPE: Pi PT REF. FLOW "£.:" FITTING FIGS. PE py NOTES POINT GAT LOSS/F LENGTHS TOT. PF Pi%l 18.44 1.687 OE: 4.0 3.50 12.02 K= 5.320 F'= 12.02 P C020 IT £3.0 H.OO 0.00 VELOCITY -• 11.62 81.01 011711 11.50 _ 1.97 -_._ _._._. ___._... _5 yEgaj FG A~6 -.__._....-___._----___---- 38.39 2.154 01::: 5.0 2.00 K.99 13.99 K== 10.550 P= 13.24 3A C=12O 1 T1 O.07 '10.00 (7.00 0.75 VELOCITY = 10.50 1 1 9.40 0.1067 _ .._- 12.00 -._.._--.........._....._- K28 ---......_..-_.... 13-24 _.........._._... 7 `ll&lWj- 14t_ G _......_....._.....---_......_......_._._._.._.._.._....._ 119.40 15.27 K105== 30.560 3 --------- ------- -------- --------- 2!y 3 ----------- -------- ------ --------------------- 18.00 1.104 2E 2.0 15.00 10.33 QA= 0.15 K 120.00SUIT. F C&20 4.00 0.00 K= 5.600 V 6.03 18.00 0.0834 19.00 1.59 / NE?d FL -_-.._._._-._._. ------- ----._...._•- •---_._"--"-- '-•-._._._' U---- 18.41 1.452 12? 0)0) 11.92 11.92 K:::: 5.410 P= 11.58 C1 C=120 0.00 0.00 0.34 VELOCITY = 7.0'5 ---..-._.__-._._ 36.41 .-..-..._._._.._- 0.0809 --.-.._._.-.._._ _.-._._.._.-._-.- 12.00 ....._........~......_.._.__.... 0.97 .__......_.._.-.._- 11..`5£3 --.._._.-.._. ? //C,Iaf ?iuwrvL ......._.-._._._.._.__._._ ?.__._--_....._ 19.10 1.687 12.00 12.89 12.89 K= 5.410 P= 12.46 II C'=120 0.007 0.00 0.43 VELOCITY :_ '-7.96 55.51 %0850 12.00 K02 12 . 4 6 --- - u? -- 3 L-- f. 19.60 1.687 OL 4.0 9.00 13.91 13.91 K== 5.410 P'= 13.13 J CQ 20 IT 8.0 8.00 0.00 0.78 VELOCI'T'Y = 10.77 75.i l 0. 1 488 i 7.0707 2.53 1& 1 3 i?E,9QJ f t owiNf. __ .-.._- . -._ ..................._- -_........._.. ...._.........._....._.._.................._.-..._. 21.29 2.154 OE 5.0 2.00 16.44 16.44 K== 5.330 P= 15.95 2A C=120 1'T'1O.0 10.00 0.00 0.49 VELOCITY = £:1.48 96.40 0.0718 12.00 _ _ .._...._.. 0.86 --_..-..._....__.. 1 5.9':5 ..._....._......_. / 5 V,Avoy X zl,! &v6 ..._____...._.._.....__._-._____.-_._ 96.40 17.30 P106= 23.180 2 r Z.__A ?-......A/0__9 s' ^ - 18.00) 1.104 2E 2.0 17.50 10.33 QA= O.15 12O.O0SOF. X A C::::120 4.070 0.007 K= 5.6007 V == 6.073 1 8.00 0.0834 21.50 ........ ._ 1.80 _ ... .........._.._.._ .._._.._-... .. / /1e v Ac0 Aw,-6 ..............._.._._..................._.._....._..•......__._. 18.31 1.452 12.00 12..13 12.13 K== 5.330 P= 11.80 RI C =12O 0.0)0) 0.00 0.33 VELOCITY = 7.03 36.31 0.0805 - 1 2.00) --- •- _...._ --.._._.._ 07.97 .---._.._. --.._ _ 1 1 . £:3 t) _._ ---.._.._.. 2 AW A,& Ac o 4, 44,6 .. _.. _. _......._._ ....._ -........ _..._ __._......_..........-. 18.98 1.687 12.070 13.10 13.10 K= 5.330 P=: 12.68 C C==12O 0.00 000 01.42 VELOCITY = 7.93 --_.------ 55.29 --_----- 0.0844 --_......_._._.._ ._._.._-._._--_ 12.00 -_.__........_._.-_.... 1.01 ....---.__- 12.6£3 ._.. ..3.._------- y`cowl-2L - 19.4_> 1 .68'7 6.007 14.11 14.11 K= "5.;.320 P- 13.33 D 0--120 0.00 - 0).0)0 0.78 VELOCITY = 10.71 74.71 0.1473 6.00 0.0£:3 13.:3:3 y r?Ef/QJ ?co?v/n,6 W. *C W VIE IK:: :u: INI C. h di U_.A T, C)l Il ii rF"n "d-' X. C-', S- U.", Nv: X Vii K. A.,,,.. II: _ II ? VC:::: Up .. W W DIK *C JOLI-- NOR THWEST Al-ROSPACE l'RAIPING, CORI-• JOB NO £.?7 •-•6362 n(lr E: 4/28/137 PAGE 95 kk*>O >KX?*k XX?X?XcM%?kkc #8<#k?k lsl..ni: 'C., 2 1`In rI..F't Rt ::31CrrE '1'0 u.c:,??kN? kkXY(>K?k>Kkks?K*>X>#?:k>O<*>k* HYT)Rl_C. QA T)IA. E(:)I.IIV. PI FE PT I::''T' REF. 1=I_(:)W "l::" 1111 IFIG. F-1(:rS. F'ri: 1='V kid** I`If]'iE:S F'OIIVI' UT LOSS/F• LE.1`IG,7'l'I.S T'O'T . F'1 F'I`I _.... _._.._.,..._........._ 19.98 ___ .................... 1.687 ._.,.......__.._.._....._.... 11: 4,(7 ......_. ... ,.... '15.00 ......................._...... 14.99 ........_._........,.._.._ 14.99 ...................._._..,............__ _.,.._.._.__. K::- 5.390 P= 13.74 E:i C:-:120 IT 810 1:? .(•)t•) O,Ot) i.25 VEL.0CITY - 13,5£3 94.69 0.2284 17.00 -3 .88 1:3.74 ?,?/EAOJ ?Gpli/r?G 0,00 3.:60 1:5,t)O 1E3.87 113.87 K=: 0,0(70 F':::: iS.'78 1 C:-:120 0100 0.00 0.09 VEr_OC:['T'Y = 3.63 94.69 0.0092 5.00 0.0.4.5 i 8.'78 99,81 3.260 10.00 10.92 18,92 K:=: 23.180-1.:'-:T?58.54 2 (:;::::120 0.00 0.00 0.3£3 VELOCITY = 7.47 194.50 0.0349 1 0.00 0.135 .... ._.... ._ _. 113.54 ... _ .. 10116,9Q1 re o4.,l 13 (), 45 35 260 fJ. °_5() i9.27 19.27 K-: 30. 560 1:'-= i 8.22 3 C:-:120 0.00 0.00 1.05 VELOCITY = 12.48 324.9: 0903 8.::50 0 77 8 2'_' i 17 11C?9pS _ _ _ . _.._.... - 120.82 3.260 6.50 20.04 K= 26.990 P= 20.04 4 C::::12t) t).O0 O.OO VEL_O(;:CT'Y :-: 17,12 44.5.'"77 0.1622 6.50 .... 1 .05 .. .., _. _ .... .... .... ..... ...... ...._..... .... .... .... . 3 ?Cq?J `ca /NG ... .._.... ._.... ._,.. _........._.... .... .., _.. _...... .,..... .... -- 22,91 3.260 2E 7.0 12-4.00 21.09 21.09 K•- 5,270 P= 18.90 5 C=120 14.00 0.00 2.19 VL:1_Oc'.U"Y :-: 18.00 468.68 0.1779 138.00 24.56 i(3.90 2t? /, E/& ?OwwC> 0.00 ;3,068 2,00 45.6:5 45.65 K= 0.000 F'-= 42.86 6 C::::12O 12.00 0.00 2.79 20.33 ---------- 468.68 --------- 0.2392 ------- 12.0()1-. ---- 14.00 ,3.3'5 42.86 0.00 6.340 7.00 49.00 49.00 K= 0,000 P- 48.85 7 C:=120 0,00 0.00 0.1 VELOCITY = 4.76 468, 68 0.0069 7. t)O 0.015 48 85 _.__._..__,___ _._._._.____ 150.00 _.._.,........._..._ 6.340 .._.___.._._......_... _.... i i E: i 4 ., 0 ._.._.. .... .... .... ._..__ 00 365. _..._._.._....__.._.. 47.0.., ...-.---_.......... R ........_.._......___._._._._._......_._.... _..... .... ._ C.dr1-: 1!50.0 I'''T'= 49,05 HOSE C=5'20 I T30.0 184.(-)0 S 1 .2F, ?f/A` 1100 VE:L.O(,I'TY -: 6.28 618.6E3 O.Oi i 6 549.00 6.40 FOR FIT. OF 2':5.9 618.68 ... 66.71 K107_ 75.750 DOSR G21,a0 6 pM Gd 71. 92 P5 #441171e- A> 1/- 6- E.11-1rsv1-c& e C f946 L / 6 / O R CD/1/'/NNA%/O/? /?y M U, A: Mc xw %V' ::p:: IK: :11.: P` II a::x el a...A I- a:_U 111 en--1 7- X r a:::: 2.- a-" IPK: 1: DA I a•:: a_. EE Ff ED Ef No A M xic JOTS-- NOR THWEST A EROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/28/07 PAGE 96 M ?c?c ? fkr? k*k k K% M k kh« lq_.I)G 'C ' .'.NI) h'LR r HRt.I u . (:, ?kk ?k% X <M K% KM% Xc?c Xc k? Xc? % Y??CUc HYDRI_C. OA C. EQUIV. PIPE: PT PT REF. FLOW DIA. FITTING FTGS. PE: PV NOTES *k ?kk POINT OT LOSS/F LENGTHS TOY.. PP' Pl%l -526.64 C=140 95.00 6704 OA'- •-•526.64PT= 67.24 5 8.140 0100 0.00 VELOCITY = 3.25 --._..._._--- -526.64-0.0019 --.___.....__.__....._.......-.- --.._._....__ 93.00 0.1B --._..__ f4f.----------------- 350.00 C=140 1!2:3.9 110.00 67.06 pti7Jii>e QA---: 350.OOPT= 67.06 6 03.140 23.94 0,00 NaSE VELOCITY =• 1.09 -------- -176.64-00()02 ---------------- ---------- 1:53.94 --------- 0.03 ------- pe1,),O P ----------------------------- 176.64 67.02 CS 1 7 ------- ----------------------------- M8.67 C=140 70.00 66.71 OA= 61 U.67PT'= 66.71 ROSR 0.140 1'Y460 5005 0.00 VELOCITY = 3.81 6/ 61£1 O.OO ? ! 4.OOF. 120.55 0.31 iniJ?oc NeefE AwI? -- ___- .... ._ .' . .y.... y _ -•176.64 C-140 1E23.9 230.00 67.02 OA= -176.64PT= 67.02 7 03040 28.94 0.00 VELOCITY 2.72 --------- 442.03 ------- 0.0013 -------- 5 MK ---------- 25M94 --------- 0.36 -------- / C UG? G / -------- A 442.03 -67.38 CS 2 8 --------- ------- 0.00 -------- CQ 40 ---------- ----- .__-_ i i 0.00 _._-_...__.. 67.30 _....._._._._._...._-_..-.__._._--..-.__..___---_-_ QA.:: O.OOP'T= 67.38 S'P'S 6.030 1739.9 4300 0.00 VELOCITY 0 0.00 0.0000 4.00F. 153.90 0.00 442.04 M40 _.....------.. .-.__._...-_.._.._.._. 35.00 _ .............._._._ 67.30 ._._.._.._......-... _--.-....._...._._.......______.,.--...._ OA= 442.04PT= 67.38 8 8.140 0.00 000 VELOCITY 2.72 442.04 0.0013 35.00 0. 05 0.00) C=140 - - - __- 31000 -_-...... --- 67.43 -_--__-----_-____....-•-•__-•-_-____ OA= O.OOPT= 67.43 9 8.140 1T'46.5 51.'>:> 0).(•)0) VELOCITY = 2.72 442.04 0).00)13 5.OOF. 361.55 0.50 0.00 C-140 21:-2:3.9 -..._ ........................ 460.00) _._._.._.._......__. 67.94 .__..............._......-...- --------__-.__._.--............. OA= O.OOPT= 67.94 10 1:3.14(•) 47.0.38 0.00 VELOCITY = 2.72 442.04 0,0013 507.88 07.71 442.04 -- -_._._........._...-...... ....--.--._.._ 68.64 .._....--......_---_.____-•__.______._.__._.... CS 3 1i 0.00 C=120 ._...... -....._.,-.._ _- .............. 7.00 ..... _..-..-..-.- _. 603.64 . _....._ ._..---._..... _ - •-._ _ _ _._ _ •--- --- ` --_._ OA'= O.OOPT= 68.64 11 7.981 53.00 0.00 VELOCITY 2.83 442.04 0.0020 53.00P'. 60.00 0.12 442.04 _- -._...-.....-- -•--- -- --- ---...--...-..- 68.77 .-.---._._........._._.....____....._•-•-•-___------ CS 4 _---------fib:==-:::?_::<:_::-:_:_.::__ *c 2K 0c w `'W' :11: Ny.: X Vil U- A U._U -TI-' UJI Mi IrAl 6- 3- E, S, If°" S7. 1: IN It< A-.... L.:7 F.,47. 9. ;: 0 ? w *c JOIi- Pioul-IWGS'T ALROSI-'A(:.I TRAINING COIF' .JOB NO 87-6:362 DA'11i: 4/253/137 PAGE. 97 M YFk ka?X?* i YFa x? ? X<* :i ,K Km MY B<I3LT)f:: 'C ' 2ND F LR TFIFtI.I 1.l . (.;:5 F KYF% r.:k k>M>d k$<X<M?F KYF %?Xc7XX?>k k x>#* IIYDRLC. £.)A I.UI :I:V. F'1:P==: PT F"1' REF f-'I...OW DIA. F:(T'1':(14G 1=7G,S. PE: I'V *>X*** NOTES *N(K** POINT UT LOS'S/F' I...E:I`IGTI-IS .T'O'T', I'1'' I'I`I 0.0,0 (: -:14 0 1 10 1 0O 67 , 24 (.)A:::; 0.OOP 1'= 67.24 SP4 6 030 1'139.9 4:3.90) 0.00 Vlca...O(JTTY = 0 0.00 0.0000 4.001° . 15 3. 9 0) 0).00 526.64 C=140 20.00 67.24 (.)r'1:::: 67.24 .5 8. 140 I T46.5 46.5' 0.0)0 VE:I...()CT ()TTY 3.'25 526.64 0.0(-M9 66 . `i:.`i O. 13 0.0}(7 C:::::14O 1E:2:3.9 41.":>.00 67„37 .... ...-.--_---•------------ CAA:::: O.OOPT= 67.:37 4 83 140 23.94 0.00) VI::I_OC::(TY = 3.25 526.64 0.0015' 438.94 0. £35 526.64 613.2 1 Gs :5 3A --------- ------- 0.00 -- C-120 7,00 66.21 OA= 0.O0F'T= 68.21 3A 7.981 53.00 0100 V17LOCITY = 3.313 526.64 0.0028 53.OOI . 60.00 O. 17 3 526.64 6C3. 38 CS 6 0.00 [::::140 3 12,210 526.64 0.0002 O.0)0) C=140 2 12.210) ::126.64 0.0002 360.00 68.':3£1 1 T79. B 79.130 0) . 00 4'39.80 0. 12 (:)A-- O.OO1'T= 6C3.38 VELOCITY = 1.44 a"1.:.35 .9 f £30,00 6C3.CiO (.IA:= O.OOF''f= 68.450 1 1 2.73 07. 0)0 V1::.1 0(31 T'Y : 1 .44 i.0)(}I='. 992.73 0.27 _ .., ,......._ _.........._ _ .................._.._._ _. _.......... _...._ .._ _.............. .... .... ... -.... ,, 526.64 68.77 CS 7 1 9vZ,oy 96 ,68 -------------------['401 @....... -( _!?_:1.71?u!Pfd._1.9T..SF.?OP?. 5?/ a u C, PA a 73.99 PJ1 PRv jecTED 1?61FQlj- 4r Ar5woo®oel SEE SAGE 9O/]DJELTECI t LOw ?IdAiLABGE S cr PA E 9$ f-co r.,/ S c cove q r/( SLE PAGE `f 9 re le S?.i°f'GY SL<1E/nA7i? .. No :? W ? B uw:.:m P•a a:m rraa? a..n ?- fc_u A^1. ??fn- ::ii: s ; N" IF"' 11R! l.: a^ 1f ire: o...... EE Ft a::: a::u No No No Aw JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO BY-6362 DATE 4/28/137 PALE 9H ;O<*?X<X<Xt;KX?Xs&X<X<;K>k?FX?XcX<X?X<XzX?;k?k;?X<X;?kX??'?X<X<Xcf?'I._CiW S'C;IIL:MA'Tl:f.;m%?%?X:%?X<?Xc;KY?rc?;KY??X<X<X<X<;kX?X?X:X<;k?;K;K***?* 526.64 526.64 v v '.526.64 .00 v SP41CC000CCi v v `i26.64 v 6 v 176.64 6113.67 V 442,014 DOERCCCC.CC7CCCC.CC.CCCCCCCCRCCCC:9COCCCCC:CCCCCCCI O 442.03 v 442.04 . C> U v SI'"5 52604 442.04 ^ 526.64 A .'.CCC:C<:CCC.C:<:Ct:CCC:(:C[:<:CCCC:CCCC:<:CCC(:CC<:<:CC<:CCCC<:C<:CC<.[:C:C:(:(:i:>:):>:>1 i 442.014 BLDG `G'/ Z/, F002 HYDRAULIC CAL.CUALTIOIN SUMMARY AREA START END TOTAL TOTAL SUPPLY (NUMBER SECTION SECTION FLOW PRESSURE POINT i 1 7 968.68 68.76 1 *K;4"*5 * v A: K:I1.: !I°i! T:n ff.i: Q : 0 w *c'*C JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE: 4/:28/87 PAGE. 99 Xc% X)K)K)KYM1X<MX X<:R k Xis,<XcaKeeg lc>F.;S:.K;K;KUX 1F!AA'i'I:R ,S'l.ll'F'LY SC:Idl::f4A F':f.f:::KX<>KM K K KX<M? KX XiX<kFX X<XiX K KX ?XiW)K k)K)K 1-_...._........._---......._._...........-....._..........._ ................................................._........._.._................._..........__ --_.._._......_. ! ! ! STATIC PRES. ! *<: 79.000 PSI ! t ! ! ? `? !3L/7 G `?G„ Z? /' LOO R Y i ! C ! Li ! Iq , ! V ! ! I:: ! ! PRES. F' tVA.I:LAlisLI,.: ! * c__ 74.OOH PSI ! SAFETY MARGIN ^ 5.248 PSI v ! SYSTEM !)I:::MAP!D--:) -------------- * C--. FLOW AVAILABLE ! 1 468.68 GPM / 500 GPM HOSR 1428.43 GP'I's ! -_.-__-._..._.....__------- ? TOTAL DL MANN 1 i / V ! ,',`t.760 PSI AT! ! 1 96002 GPM ! i 71.OON PSI AT ID 1250.00 GPM AT 20.000 PSI D 1 *C-- 11.260 PSI (ELEVATION) i -._.__.___-._._-.___.--____........__._.-_...._--__.. --_....... -----_._._.._... --.-._.--......--_.-____._._._._--, PLOW (GPM) FLOW SUMMARY SYSTEM FLOW 468.68 GPM INSIDE: HOSE i5 o.00 GPM OUTSIDE HOSE, 350.00 GPM TOTAL. DEMAND 960.68 GPM *7X *Xt * ?C ?C XC AC * ?C $C ?f XC 1?#Ck;%??C K tlc W XC * * ;K C\\\\\7 ?C k? Xc 9'' J: FZ E.7 N'=" IF" Ej8 "6" IL 0 - .T4.: A !1-0 13Y :)=! i fi If " L 1 °Q I IF'ti ,, I)= :A ?m X X :SIC =At sa wXwitw It sic 40 A:w tarcwlic:sicwAt;Nc:wAtwsicmac:i ,N1ac TMk° g 6w . ?C II 9 (Gs rt"dc 4. 11-? tLn ?"N ft n _?"' 7C {c m IF" IF*: :EM 1K Il_ IE F W. ?c S'7- _ L3 I- , mX 04N _ we :**C AN I Q -- ei 05 06 -- do 15 Q ICE> Air Tic A: 31 0C :cc is X it .K At it AK w AC AC it aic w At is Ac in it ;PC it cc it tic it :19 * CONTRACTOR HIKING AUTOMATIC SPRINKLER COMPANY ? * NAME NORTHWEST AEROSPACE TRAINING CORPORATION ;X LOCATION 2600 LONE OAK POINT, EAGAN, MINNESOTA * SYSTEM NO. A-i & S-1 * CONTRACT NO. 87-6362 *>K*?*?C:XJX?X>K:dc%X?*?X?kaX?%sX>k??Y>XXC*>K:X:Xa%ac:X**?X?c>x?;%%XkC?XXCYF*k?Nc?K%X;X>X%X:??%X;i<?:%?X?*?X?c:i?;#?XXc?%;X:X:%? . Y 1 ;%}X****?:x}XXtiX:X?:X}X?aC}k? ?:x?:kit}k}X.l't%X??Xtle:t:?'.7C%i(:R??t:,Y%X%X:X;#}X;xm?X:w":7(?%X`.%StaY:?Ts?:it:%%X%x}X:X?:X:'t'X, "r }X}X%X:X:X:it%%}X1Ya't::t S 1='FaU)_ ^1rA HYDRAULIC DESIGN INFORMATION SHEET (NAME NORTHWEST AEROSPACE TRAINING CORPORATION DATE 5/20/87 LOCATION 2600 LONE OAK POINT, ErAGAN, MINNESOTA BUILDING CONC DECK STEEL BEAMS COL CO!NC WALLS SYSTEM NO. BLDG A-1 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 87-6362 CALCULATED BY TOM MILLER DRAWING NO. 3 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 10 OCCUPANCY COMPUTER ROOMS & OFFICE S ! ( )NFPA 1a'-- --(y )LT. HAZ.ORD.I•IAZ.GP.( )1( )2( )3( )EX. HAZ. Y ! ( )I'FPA 231 ( )NFPA 20C FIGURE_ CURVE S !(X)OTHER i5/2000 SO FT REMOTE PER I.R.I. MINNEAPOLIS T !( )SPECIFIC RULING MADE BY DATE M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE !DENSITY- GPM d5 5 (X)WET( )DRY( ) DELUGE ( ) PREAC:TIOiN D !AREA PER SPRINKLER 120 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 100 MAKE 'CENTRAL' MODEL "H'' S !HOSE ALLOWANCE GPM-OUTSIDE 400 SIZE 1/2" K•-FACTOR 5.6 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RA T L.!NG 165 G ! IN CALCULATION ! GPM REQUIRED 590.16 PSI: REQUIRED 58.:59 AT BASE OF RISER SUMMARY C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST PUMP DATA TANK OR RESERVOIR A !DATE OF TEST RATED CAF' 0 CAP. 0 T !TIME OF TEST AT GPM 0 ! ELEV. 0 E !STATIC (PSI) 79 ELi=V 0 R !RESIDUAL (PSI) 71 ! ! WELL !FLOW (GPM) 1250 ! PROOF FLOW GPM 0 S !ELEVATION FLOOR LEVEL ! P ! P !LOCATION :8 & 12 11'1CH FIRE WATER MAIN LOOP OF BUILDING I_ !SOURCE OF INFORMATION ;PROJECTED FLOWS FROM ENGINEERS Y ! !COMMODITY CLAN-' LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED "/. PALLETIZED '/. RACK M ! ! { )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ( )OPEN 0 ! K ! FLUE SPACING: CLEARANCZ:STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE" (PEI) kC ?•' kC iK }k %KpYF?AC }%%3t)q%Z3%.'k XtM.1?'..'Y. XC }IC }$,`{?'??,1' }%}%p%X:{t?TM?W %-Kr>%W1%%%}%•D}%9ll?t:pK }%;iX }K •lY }R 1%}%:$ i%%RryX•t ?1:F }%y??A,t }%:F?>%;?X }%T-T }%q}%}%lt }%!A}',t 14%K lY }% FF' I y i *ACW ;X v¢ X 5Ca NEs .:OB- NORTHWEST AEROSPACE TRAINING CORP 10Y NO 87-6362 DATE 5/20/07 PAGE 10 *X k?c;C 3 x%? * X * Xk K? k K;X X*; RCJECTED FLOW AVA iL ABi_ k X c :x t Y ?m X;x xX KYcX fi :x?x:c <:xYF k F=E3F:;? - NOFI: :-(- DENSITY X AREA 0.i50 X 2000.00 X OVERAGE = 0.64 RACKS INSIDE HOSES OUTSIDE HOSES I?9?S'-r 6= E:F. CD -V C-, EE TFZ At.-1 300.00 192.00 = 0.00 = i 00.00 = 400.00 FLOW REQ'D FOR SYSTEM = 492.00 FLOW AT BASE OF RISER = 592.00 MIN FLOW (if' BAST.-' r)F R.:Sf.:: ft = 0.00 TOTAL FLOW = 992.00 STATIC PRESSURE = 79.00 RESIDUAL. 1°'RFS'3URE -• 75.00 RESIDUAL 1-1 OW = 1250.00 FLOW FR!ih1 CI'r`r SUPPLY r-Yr 20P.3" = 368i CIPM F'IiES.SURF.. FROM CURVE @ TC!"fRJ._ FLOW S.78 EI_EVAT1011 = 0.00 FOOT' = 0. IVDIA 'r,° LENG-111 FACTOR + FL.O!d 1='!= ,r -l OW VE:I_0CI'I'Y 1 8. i 40 140 0, 00 17 '71-1 11 0 00 0.00 992 00 6. i 1 ADDITIONAL VALVE- LOSS, ETC- ' 0100 AROPOSED FLD SA! E TY MARGIN 0 PRESSURE AVAILABLE FOR SYSTEM :, .77i A7- U.G. Con/n/eci/on/ S YS ?'EM DES/Gn/ D I !%1GE1 Al7R/I l5A000 9,-1,07-G 4R-- /Jc'AD 5AgCl/v6 VARIES IVGInoER DF //EADl IN 1Y EinOyE AREA vgglEs I _ t JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6302 DATE 5/0/87 PAGE 1i * XX?*XC K***?C%t YXCXcXC*Yc? Xc%c* „ *BLDG ' A' 1ST FLR REMOTE1 %c ** fiX?**:X XXc?C X XXc X X? HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV Xck?>X NOTES :XXc:X%c POINT OT LOSS/F LENGTHS TOT. PF PPI 15.00 1.104 OE 0 2.00 7.17 QA= 0.15 X 100.00SQF. C=120 IT 5.0 5.00 0.00 K= 5.600 V = 5.03 15.00 0.0595 7.00 0.42 15.00 _ - A - 7.59 K 1= 5.440 ---------- TY/_?/_G A_ G ---------------- - L/> _6.G,d)L,4,5 ----------------- ------ --------------------- 15.00 1.104 1E 2.0 3.00 7.17 QA= 0.15 X 100.00SQI=. N C=120 IT 5.0 7.00 0.00 K= 5.600 V = 5.03 - 1s.0O 0.0595 10.00 0.60 - - ------------ ------- - -------- K .00 ------- --------- --------- ----------- 7.77 ------ ---- -- - K 2= 5.380 /V/ S Ez- /// f 6,!? No .-.---.-.-.---.-- /Z 18.00 1.104 OE 2.0 2.00 10.33 QA= 0.15 X 120.00SQI-. C=120 IT 5.0 5100 0.00 K= 5.600 V = 6.03 18.00 0.0834 7.00 0,53 ._.._.._._.._....._ ._._ __._._.--._._.- --.----.- 18.00 ---._._.__.- -_.--._._--.._- -.------_._ ___._.... 10.91 K 3= 5.450 j ---- - c -- - F G /? 19.50 1.104 1E 2.0 5..00 1233 QA= 0.15 X 130.00SOF, .) C=00 IT 5.0 7.00 0.00 K=: 5.600 V = 603 ----..----- 1 9:50 -._ -0`0968 . _._._.....-._-..-_.._... .._.__-_-??.._ ._..._.-_- _16-._._ ___-- _ / 1091_ ? c"/,vl.__._ 0.00 1.687 0E 4.0 7.00 13.29 13.29 K= 0.000 P= 13.24 J1 C=120 IT 8.0 8.00 0.00 0.05 VELOCITY = 2.79 19.50 0.0122 15,00 0.18 .___._._.._.-_ 1;5.24 ---__---__ ._.---.___ 19..50 __._.._._-__.. _._._......_._._._._- ._._.__._._...._._. _.-.-_ 13.47 K 4= 5.310 8 --------- ------- ----- ---------------- 1.104 OF_ 2.0 2.0 0 10.33 QA= 0.15 X 12O.OOSUF. R C==120 IT 5.0 5.00 0.00 K= 5.600 V = 6.03 -----.---- 16.00 ------- 0.0834 ------- --------- 7.00 ---------- 0.58 -.---------- ---- / /IEAsQ f LO?v?niG 0.00 1.687 10.00 10.91 10.91 K= 0.000 P= 10.36 RI C=120 0.00 0.00 0.05 VELOCITY = 2.58 18.00 0.0105 10.00 0.11 - 10.86 ----- ----•-- ----•----- -----.-•- 18.06 ------- 1.687 -----.-•--- OE 4.0 ---------- 1.50 --------- 11.02 K= 5.440 P= 11.02 S1 C=120 IT 8.0 8.00 0.00 VELOCITY = 5.17 36.06 0.038 2 9.50 -0 36-__ ..__ -_-__ -A fIEF7 j' el.Qc.___.J ?mn- ______?lL___ 36.06 - _ 11.38 K 5= 10.690 7 Ll q- uAr =1-0'7 ===Pq c? E _ ? No JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/20/87 PAGE 12 K%cYFAY? hKXt?cYc 6 XY6acX< k K?c%<Y? K K K Pct*" BL3G ' A' 1ST FLR REMOTE # t M /W k,FX<eY r % X X°F at %JK* HYDRLC. RA DIA. EQUIV. F'IF'E PT PT REF. FLOW °C" FITTING FTGS. PE PV *:X**a NOTES Xcyc?%X POINT QT LOSS/F LENGTHS TOT. PF FN 15.00 1.104 OE 2.0 2.00 7.17 QA= 0.15 X 100.00S0F. P C=120 IT 50 5.00 0.00 K= 5.600 V = 5.03 -------- 15_00- 0_0595 _ -------- 7.00 ---------- 0.42 ----------- ---- / f/E,a 0 --------- --,20 .---- 0.00 1.452 10.00 7.59 7.59 K= 0.000 P= 7.53 F'1 C=120 0.00 0.00 0.06 VELOCITY = 2.90 15.00 0.0156 50.00 0.16 7.53 15.14 1.45 OE 4.0 _ 3.50 - 7.75 K= 5.440 F'= 7.75 0 C=120 ST 80 8.00 0.00 VELOCITY = 503 --------- W14 ------- 0.0570 ------- ---------- 11.50 ---------- 0.66 ----------- ---- /sj ??E ?Gy?/r?(, ___ ----- 30,14 8.41 K 6= 10.390 6 ----- - ---- _.?? .' 7?..6 -%v_O /y------•---.---.------ iS.00 1.104 OE 2.0 2.O 7.17 QA= 0.55 X iOO.OOSQF. K C=12O IT 5.0 5.00 0.00 K= 5.600 V = 5.03 --------- 5 5..00 ------- 0.0595 ------- ---------- 7.00 ---------- 0.42 ----------- ---- ---------------------- 0.00 5.452 i0.00 7.59 7.59 K= 0.000 P= 7.53 Ki C=12O 0.00 0.00 0.06 VELOCITY = 200 i5.00 0.0i% 10.00 0.16 703 15.54 1.687 - OE 40 _ - 3.50 7.75 - K= 5.440 P= 7.75 Li C=12O IT 8.0 8.00 0.00 VELOCITY = 4.32 30.1 4 0.0274 ----- -- 1 1 _50 0.3' !/E/!Dl FLOw??G 30.14 8.07 K 7= 10.610 2 --- -- -•---- •---.-...___•- ----.--- --!? 1 r . z __ o! - ?°--! ' -------------------- 15.00 1.104 iE 2.0 3.00 7.17 QA= 0.55 X 100.00SQF-. M C=120 IT 5.O 7.00 0.00 K = '5.6000 V = 5.03 15.00 0.0595 - 5 0. oo O? 60 / / /'/7EA// ri.,w ?mv?/ 0.00 1.452 io.00 7.77 7.77 K= 0.000 P= 7.71 Mi C=120 0.00 0.00 0.06 VELOCITY = 2.90 55.00 0.0156 io.00 O.i6 7.71 ----•---- -•------- Q.15 ------- 1.687 ---_------ OE 4.0 ---------- 3.50 ------- 7.93 - K= 5.380 P= 7.93 Ni C=120 IT 8.0 & GO 0.00 VELOCITY = 4.32 ----•---•- 30.15 -------- 0.0274 ------- ---------- 11.50 ---------- 0.32 ----------- ----- Assay t" w/ov6-- -`------------ 30.15 805 K 8= 50.500 4 -------- -------- ------- A DQ R T - y-- No ----- ------------ ------ i5.00 i.iO4 iE 2.0 14.00 7.57 QA= 0.15 X i00.00S@F. A C=12O 2.00 0.00 K= 5.600 V = 5.03 15.00 0.0595 16.00 0.95 l /?Cf FGDIi/N( _ JOB- MOR THWEET AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/20/37 PAGE 13 XCX *?c Yx"? k3XX t i ?cXt F c* cYR BLDG 'A' 1ST FLR REMOTE 1 X XXFxzc X r X? ??"C*Xc w n F* * HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW °C" FITTING, FTGS. PE PV yC:XMMM NOTES *XX*%X POINT QT 1_OSS/F LENGTHS TOT. PF PI4 15.28 1.452 ----- --- 12.00_- --8.12 --' 8.12 K= 5.440 P= 7.89 B1 C=120 0.00 0.00 0.23 VELOCITY -• 5.36 -------- 3008 --------- 0 0575 ------- -------- 12 00 ----------- 0,69 ---------- 7.85 ----- - yEApJ / 15.65 1.452 12,00 3.31 8.31 K= 5.4407 P= 3.28 C C=120 0,00 0.00 0.53 VELOCITY = 3.89 -------- 45.93 --------- 0.1243 ------- -------- 1200 ----------- 1.49 ---------- 8.23 ----- 3 /?c'ADf Fcaa./??t - 16.99 1.687 OE 4.0 6.50 10.30 10.',.30 K= 5.440 P= 9.75 D C=12O IT 8.0 8.00 0..00 0.55 VELOCITY = 9.02 62.92 -------- 0.1072 ------- --- - 14,50 -- 1.55 9.75 ?`_-----as_------ - 62.9'2 11 ,3'S K 9= 18.280 7 --.--.-_.-- __-_----- ------- /J??_ 7 ?'?G F /!/o.- ?y------------ 18.00 1.104 1E 2.O 14.00 10.33 QA= 0.15 x 120.00SOF. E C=120 _ 2.00 0.00 K= 5.600 V :_. 6.03 18.00 0.0334 16.00 1.34 . / //E,gQGO nG . - ---- - -? Q.32 1.452 12.00 ..-._ 11.67 ._ _.-.__ 11.67 ... --- ---- -- - K= 5.440 P= 11.34 Fi C:=12O 0.00 0.00 0,33 VELOCITY = 7,03 36.32 0.0805 12.00 0.97 11.34 18.74 1.452 12.00 12.64 12.64 K= 5.440 P= 11.37 G C=120 0.00 0.00 0.77 VELOCITY = 1 {•7.66 55.06 0.1739 12-00 2.0? 1 1 , 97 20.31 1.637 GE 4.0 6.50 14.73 14.73 K= 5.440 P= 13.94 Fl C=120 IT 8.0 8100 0.070 0.79 VELOCITY = 10.81 -- -- 7507 _ 0. 1 497 -- -1 4 _50 _ 2.17 13.94 y /? J 75.37 16,90 K 1 0= S S, 3'30 5 _ /a Oa T 11 /q 1; rL/o / y 15.00 1.104 1E 2.0 14.00 7,17 QA= 0.15 X 100.00SQF. A C=120 2.,00 0.00 K=- 5.600 V = 5.03 --- - -- 15.00 0.0595 16_00 0_95 -.-- ----- -- _. ------ GOw/%?G -- - - -------- 15.28 ------.-- 1.452 __ .----- __ _-___ 12.00 --- 8.12 8.12 K= 5.440 P= 7.39 B1 C=120 0.00 0.00 0.23 VELOCITY = 5.36 30.23 0.0575 12.00 K67 69 7.39 .2 NC/?DI ?LD 1 15.65 1.452 _ _ - -_--12,.00 8.81 8.81 K= 5.440 P= 3.23 C C=120 0.00 0.00 0.53 VELOCITY = 8.89 -------- 4503 -------- 0. 1 243 -------- ---•---- 12.00 ---•------'--- 1.49 ---'-'------ S.20 -- --- --'-j-'?'-?'f ------L-'1 16.99 1.687 OE 4.0 6.50 10.30 10.30 K= 5.440 P= 9.75 D C=12O IT 8.0 8.00 0,00 0.55 VELOCITY 9.02 62.92 G.1072 14.50 1.55 9.75 ?f 7?CdJpl f c0 jarv6 , a .q .T-?+'c YV X YLX i •1 cd ?lU A C,MIA Y T 0 J Y?FZ Y r l to 8_L. F-L c0 a "X XX.'c JOB- NORT HWEST AEROSPACE TRAINING CORP JOB. NO 87-6 362 DATE 5/20/87 WAGE 14 **%c X?cM>X >Xk x? t?C fi:icXcRl_DG ' A' 1ST FLR REMOTE 41 XcX F zX<%c ??C*"c Y K X XX<**?? K HYDRLC. QA DIA. EQUIV. FIFE FT FT REF. FLOW "Co FITTING FTGS. FE PV NOTES X1?kYc;S POINT QT LOSS/F LENGTHS TOT. PF PN 0.00 3.260 1.00 1 1 .85 1 i .8.., K= K000 F- 1 5 .81 1 C==120 0.00 0.00 0.04 VELOCITY = 2.41 ----------- 62.92 0.0043 ------------------------------- 1.00 ------------- 0.00 --------- 11.81 ----------------------------- 2 3 E F1 G H 3 4 5 6 7 36.37 3.260 7.00 11.85 11.85 K= 50.610 P= i1.75 C=120 0.00 0.00 0.10 VELOCITY = 3.81 99.29 0.0100 ------------------- 7.00 0,07 ---------------------- 11.71 ------- 99.29 K i1= 8.760 58.00 18.00 18.32 1.452 C=120 36.32 0.0805 1.504 1E 2.O 14.00 10.33 QA= 0.15 X 120.00SQF. C =12O 2.00 0.07 K= 5..600 V =• 6.03 -0^0834------._ --`--16_00 ____1-34__ -?T_ zolonvoyl; i8.74 1.452 12.00 12.64 12.64 K= 5.440 F= 11.87 C=120 0.00 0.00 0.77 VELOCITY 10.66 55.06 %1739 12.00 2.09 11.87 3y 20.31 75.37 0 1.687 OE 4.0 6.50 14.73 14.73 K= 5.440 P= 13.94 C=120 IT 8.0 8.00 0.00 0.79 VELOCITY = 10181 .1497 54.50 2.57 1304 y 12.00 11.67 11.67 K= 5.440 P= 1104 0.00 0.07 0.33 VELOCITY = 703 ---- --?{-- i-- --_ - -- - ft_-- ? - -- 4.00 16.90 16.90 K= 28.760 P= 16.53 0..00 0.00 007 VELOCITY = 7.38 000 0. 14 16.53 / D /1EAV ?LDly/v( 6.00 17.04 17.04 K= 10.500 P= 16.49 0.00 o,0o K55 VELOCITY = 9.02 ----....__._...___a-`7o-- ---0-30-- -i G---- `2_------_ L D!?%/n & 116.93 3.260 C=120 192.30 O_0342 42.64 3.260 L'- 1 20 23404 0.0496 ------------ 76.33 311.27 41.79 353.06 115.77 468.83 3.260 1.00 17.34 K= 58.330 P= 17.34 C020 0.00 0.00 VELOCITY = 11.95 0.0834 i.oo 0.08 6 ? 3.260 7.00 17.42 17.42 K= 10.390 P= 16.18 C=120 0.00 K oo 1.24 VELOCITY = 13.56 0.1053 7 00 0.74 16.18 - / - Ei9GZl 1?r2ti%91t,6 3.260------- -- ------- 6.00 --- - 18.16 --- --- 18.16 - K= 28.970 P= 15.97 C=120 0.00 0.00 2.19 VELOCITY = i8.01 0.17$0 ----- ---- --6-- -- ---i_---- -._i_=--7 -? -_ ----or_?'cewvy 21.78 3.260 iE 7.0 97.00 19.23 19.23 K= 5.310 P= 16.83 8 C=120 1755.0 22.00 0.00 2.40 VELOCITY = 18.85 490.61 0.1937 119.00 23.05 16.83 y I WC *c W is V T K 3 N 3-a tG O - ."X *CW JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/20/87 PAGE 15 kc?CXc Xc Ac ?C * k ?C* X c?c BLDG 'A' SST FLR REMOTE HYDRLC. OA DIA. EQUIV. PIPE PT PT REF. FLOW °C° FITTING FTGS. PE PV *`.,**'8 NOTES *'k%&** POINT OT LOSS/F LENGTHS TOT. PF PN 0.00 3.068 1.00 42.28 42.28 K= 0.000 P= 39.22 9 C=520 10.00 0.00 3.06 VELOCITY = 21.28 490.61 0.2603 10.OOF. 11.00 2.86 39.22 --------------------------------- 0.00 3.260 1E 7.0 SO C=i20 1T55.0 490.61 0.5937 0.00 6.340 ii C=5 20 490.61 0.0075 -------------------------------------- 100.00 6.340 i5Ei4,0 I-ISVi C=120 2T30.0 590.61 0.0107 590.65 4.00 45.14 45.i4 K= 0.000 P:- 42.74 22.00 0.00 2.40 VELOCITY = 1 8.85 26.00 5.04 42.74 -- - -..------ 7.00 - -- ---- - 50.18 ----- 50.18 K= 0.000 P= 50.05 0.00 0.00 0.17 VELOCITY = 4.98 7.00 0.05 50.05 -i 34 00 _ 50.: 3 -A0? MGR OA= 10 0 0 PT= -50.23 270.00 4.3:3 /.vS/OE VELOCITY = 5.99 404.00 4,32 NOSE F'I_:= I''OR 1-11'. OF 9.9 38.88 K 12= 76.970 BOSR ------------------------------ -.-------_----- S L' c-- A / G C /V /'"Oie ?ON7NG1 •g7?D•'/ JOB- NOR THWEST AEROSPACE TRAINING CORP JOB NO 87--6362 DATE 5/20/87 PAGE i6 KNc ?c?t k*? *** *X ;, B DG' A-i ' REMOTE & TO i tG K K X%c d* F ?Y???? * Y Xxc X? x K:X F K X ?°3? HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES POINT QT LOSS/F LENGTHS TOT. PF PN -540.92 C=540 95.00 59.38 QA= -540.92PT= 59.34 5 8.540 0.00 0.00 VELOCITY = 3.33 -------- -540.92-0.000 ---------------- --------- 95.00 --- - --- -0.19 -------------- ---------------------- 400.00 CQ 40 fE23.9 - -- 510.00 59.19 QA= 400.OOPT= 59.19 6 8.540 23.94 0.00 VELOCITY = .87 -140.92-0.0001 f 33.94 -.0.0; Imp HOaCO? Fa,Q -------- -------- -------- --------- ---------- -------------- --- a•`- 77ZIe-1`LQs c-----•- -140.9^ 59.57 CS 1 -- --- - _ --- ------ Lo .-.-._.._ w _.....-....S?..... -.............. ....................... 590.61 C=140 70.00 53.38 QA= 590.61PT= 58.38 BOSR 8.140 5T460 50.5.`: 0.00 VELOCITY = 3.64 590.65 0.0023 4.00,=. 120,55 0.29 S/?RAWIX4 0,0=0E -------- --------- ------- --------- ---------- -------------- --- -140.'3'2 C=140 iE23.9 230.00 59.17 QA= -140.92PT= 59.57 7 3.140 288.94 0.00 VELOCITY = 2.77 -------- 449.69 -------- 0.004 -------- 5.OO . --------- 258.94 ---------- 0.3 ----------------- --- ....f._._._._._....._...........f. 449.69 59.54 CS 2 8 n -------- -------- 0.00 -------- C=140 --------- ---------- 150.00 -------------- 59.54 ------------------------- QA= O.OOPT= 59.54 SP'5 6.030 1'1"390 43.90 0.00 VELOCITY 0 -------- 0.00 -------- 0.0000 -------- 4.OOF. ------ 153.90 - 0.00 ----------- ----------------------- 449.69 C=14O --- ------- -- 35.00 --- 59.54 QA= 449.69PT= 59.54 8 8.14-7 O.OO 0.00 VELOCITY = 2.77 -- 449.69 0.0014 35,00 0.05 - ----- - ----- -------- 0.00 -------- C040 --------- ---------- 00.00 -------------- 59.59 -------- --------- OAM O.00P'1'= 59.59 9 8,140 1T46.5 51.55 0.00 VELOCITY = 2.77 449.69 0.0054 5.OOF. 361.55 0.522 _._.._._..- 0.00 __._._.._...-.... C=140 _.._.._..- __.__ 2,23.9 _.._.__. 460.00 60.i5 QA= O.OOPT= 6O.tt 10 8.140 47.88 0.00 VELOCITY = 2.77 449.69 0.0014 507.88 0.73 449.69 -- 60.84 CS 3 ii -------- -------- 0.00 -------- C=120 --------- ---------- 7.00 -------------- 60.84 ---------------------- QA= 0.00PT= 60.84 11 &140 5735.0 35.00 0,00 VELOCITY = 2.77 -------- 449.69 ------- 0.0019 - 42.00 - --- 0.08 -------------- ----------------------- - 449.69 -------- ------ -- ------ 60.92 CS 4 f -----= - -------- ---- -lc %W R"r°3 KT r-!Fr A U-FO oL'z-6T- T Iw F"FZ 1: 2-1KL- cFZ C0 ? :x w JOI- NORTHWEST AE ROSPACE T RAINING CORP JOB NO 37-6362 DATE 5!20.`37 PnGE 17 1 k:Kit*y *YFK *k:K:K %XM d IKx "nLiG`A-1` RE$OTE i TO UGCKnK Y"?dK :kM#fiFnt/ Fm XKYc ?c HYDRLC. OA C. E 3UTV. PIPE PT PT REF. FLOW DIA. F ITTING FTGS. FIE PV K?CK:KAY NOTES %XM?K POINT OT LOSS/F L ENGTHS TOT. PF F'N 0.00 C=14ti 110.00 59.38 DA= O.OOPT= 59.38 SP4 6.0~30 iT39.9 4-.90 0.00 VELOCITY = 0 0.00 010000 4.00;-. 153.90 0.00 540.92 C=140 20.00 5`i .38 QA= 540. 921--'T= 59.33 5 8.140 iT46.5 46.55 0.00 VELOCITY = 3.33 540.92 0.0020 -- ---------- 66.55 - 0.13 0. i70 C=i 4i? - -- i E'23.5' 415.00 59.52 QA= 0.00P'1- .59.5 2 4 8.140 :3.94 0.00 VELOCITY = 3.33 540.92 0.0020 438.94 0.89 540.92 60, 4i CS 5 3A 0.00 C=120 7.00 60.41 on= O.OOPT= 60.41 3,1 8.1413 ? T35.0 35.00 0.00 1=LOCITY = 3.3:3 540.92 0.0026 42.00 0.:ii 546.92 0 . _, C 6 0.00 C=140 360.0(7 60.5°' win= 0.001'T= 60.52 1,2.210 i'i79.8 79.30 0.00 VELOC-ITY = i.48 5.40.92 0.0002, 439.80 0.12 (), 00 ',=I 40 3E35.9 880.00 60.64 ran- O.OOPT= 6064 12.2i o i' 2.73 0.00 VEi..)CITY - 1.48 540.92 0.0002 5.00F, 9172.73 O- N3 540.92 -60 9 2' ' i HyG-69 Ps.i_._._ ?y7-00 C PM E- 73 7? Psf IVITOJECA,O c Dw Av1y1L,09B6 C- SEF ®h c,E i? FAojEc7-eo Fcaw Av. L4,ec6- SEC F,86t L1n1DERGR0hN9 Fi-ot1 SGNCiiifl71& 5 Et l°f)G E l y 1I/A7EgSu/APLY SG71ElnRYG I< Ac Ac Ac % T K-T 2-9C7-:- toLJ 3-ED 11w=«-F3 1--; S7="F- M 4`29 -aF< 04D _ c--X g< W JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 LATE 5/20/87 PAGE 13 540.92 540.92 v v 540.92 .00 v SP4CCCCCCC5 V V 540.92 v 6 n v 140.92 590.61 S•• 449.69 j BOSRCCCCC.C:%<iC;:CCCCC<.:C CCCCe<:CCC9CC'CC000CCCC::C.1 F_> 449.69 V 449.69 . 00 v SP 51 I n 540.92 4=49.6 9 IN 54V92 A 449. 69 3(.iz Din/G sal -/ fir f a 7-& HYDRAULIC CAL.CUALTION SUMMARY AREA START END TOTAL.. TOTAL NUMBER SECTION SECTION FLOW PRESSURE 1 990161 60.92 SUPPLY I•OINf 1 Ac A< At g< % 3 KT1 NF, toLJI-C61?,_r T C ? F°F.31-iK;L_E? FZ C0 _ :,Ac;?X _AcDc JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-5362 DATE 5/20/87 PAGE 19 *cI;%c cK*K Tex K? x *YK #WATEk SUPP_Y SCHE =TIC: :Y zr 3 k *n? K>X F Khc:Kk? ?c --------------------_-----------_.--_-_._------------------------------ ! ! ! STATIC PRES. ! *c__ 79.000 PSI F ! S ! ! IJ i ! P ! ! P• ! ! ! C !.3 c/W0Te +1l R V E PREI, AVAILABLE C-- 71.797 PSI SAFETY MARGIN A 12.877 PEI u ! ! SYSTEM DEMAND- ?.._._--_._..__.._._._.-_.._:p. ? C-- FLOW AVAILABLE ! 499.61 GPM 500 GPM HOSE A 1942.31 GPM @ s?'?a os/ ! ! f ----------------- E ! TOTAL DEMAND ! l' V 60.9:0 PSI AT! ! f R 990.61 GPM ! f U ---------------- C RESIDUAL PRES.-)* 71.000 PSI AT ! / D 12VK 00 GPM / N i A t f M 3681.04 GPM AY ! ! E AT 20.000 PEI D ! #%-•- 40;,0 PEI (ELEVATION) ---------•---'i FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 490.61 GPM INSIDE HOSE 100.00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 990.61 GPM i J[ Ac 4c l< %VT 9-:.TL r-1 Ea A?...? . YN U 17 ED y iA -" i c S A ; -d ItK. 3- tET.-C 9v CID ? ehX w *c :K JOB- HORTHWE.IT AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/20/87 ,^-AGE 20 * k % K KNc?C CSC*Yc * K:x % k81_DG /A' I ST FLT: REMOTE ?2" ;X n??? k KT?: X xYt?m ? *tim? %YC?*?M HYDRLC. QA C. EQUIV. PIPE PT FT REF. FLOW DIA. FITTING FTGS. PE PV VcPt%:# NOT ES KK*?ti POINT UT LOSS/F LENGTHS TOT. PF PM 15.00 i.i04 1E 2.0 4.00 7.17 QA= 0.15 X 100.OOEO . Q (? C=120 IT 5.0 7.00 0.00 K= 5.600 V = 5.03 15.00 0.0595 ii.00 0.66 f 5.00 K 20= 5. - 360 - Q _._._-----._._. _._. ___.___. -..1 'laic<?L.. ?I.7 Q ?. •} R?P? Sf? _T?? G1U._._._. .__...:_.__.__.__ 18.00 1.104 GE 2.0 2.00 10.33 QA= 0.15 X 120.00SQF. ?C C=120 IT 5.0 5.00 0.00 K= 5.6013 V = 6.03 18.00 0.0834 7.00 0.50 i8.00 --_.. _._. _ _.._..__.._ ...._. fo0i ._......_.-.__ -•--- K 2i'= 5. .--._..._-._....._...... 450 / EG ?l Y?CAL 19.50 1004 OE l G C=120 IT i 9.':.0 0.0968 19.50 9 T c- 2?-7 / 2.0 2.00 5.0 5.03 7.00 -------------- ---------------------------------- 1'2.13 QA= OJ 5 X 130.00SQF. 0.00 K= 5.600 V = 6.5Z 0.68 --------------------------- i2.81 K 5.450 G61 -.-._..-------.._.._.._.-._._.._..----.....!---- `.r_._.._G..C..?.................................... 19.50 1.134 fE 2.0 3.00 12.13 QA= 0.15 X f30.00SX. n b C 1 20 17 5.0 7.00 0.00 K= 5.600 V = 6.53 O 19.50 0.0968 i0.o0 0.97 ------------------------------------------------------------------------------- 19.50 1330 K 23= 5.390 ?7- t3/s, ce, ----------------------------------------------------------- 55.00 1.104 2E 2.0 11.50 7.17 Pf-' C=1 263 4.00 0 , 00 15.00 0.0595 15.50 0.92 --------------------------------------------------------- 15.0:3 1.472 9.00 8109 8.09 501 C=120 K oo 0.00 0.23 30.03 0.0566 9.00 0151 7.86 QA= 0.f5 X i00.00SOF . K= 5,600 V 1.03 /? EAQ_ ?6 0 r,?/.vl K= 5.360 P= 706 VELOCITY = 5.81 //C lgvi A0 wi?G 15.24 1.452 8.00 8.60 8.60 K= 5.360 P= 8.08 RR C=120 0.00 0.00 0.52 VELOCITY = 8.76 ---4_ 27 --.------ 0.1210 ---.-------------- -8.00-- .-- - 0.97 - --•--- 8.08 -------. I A,16 _?Qw_ 16.12 1.687 8.00 9.57 9.57 K= 5.360 P= 9.05 SS C=120 0.00 0.00 0.52 VELOCITY = 800 ---- ------61.39 - _0 _1024--....___._--- --.----- --- 9.05 16.56 1.687 1E 4.0 11.00 10.39 10.39 K= 5.360 P= 9.55 TT C=120 IT 8.0 12.00 0.00 0.84 VELOCITY = it.i8 77.95 0. 1593 23.00 3.67 9 .55 11 116, FC oal/m,m AVACAc Ac % T K- _ r-dEx- eNUI-ED P1 a=, : T C SF°F;7T NKL- aFi 00- *c *c W W JOB- NOR THWEST A EROSPAC E TRAINING C ORP JOB NO 87-636 2 DAT E 5/20/87 PAGE 21 a K ?c % ?c k* :K *NC Kxc ;$ y;? BLDG 'A' i ST FLR REMOTE # 2 Km %c x d "??c KXdC Y yYd Y?c aXYF KYC <?c W HYDRLC. QA DIA. EQUIV. PIPE PT REF, FLOW ^C" FITTING FTGS. PE PV %t?c:B aY NOTES *I*** POINT QT LOSS/F LENGTHS TOT. PF FN 77.95 14.06 K 24= 20.790 16 AlQ- T /Uo- ?2-2 18.00 1.104 fE 2.0 12.00 10.33 QAz 0.15 X 120.00SOF. DD C=120 2.00 O.OO K= 5.600 V = 6.03 __._._._......... 113.00 .__._.----- 0,0834 ._------ .-. .. ....... 14,00 ..._._.....__. _. . 1.17 ..__-.-- _. _. _. __. . .... .....__._._.... ._.._?..-?E??d-. ?.. ...40..1-- 18.21 1.452 OE 4.0 3.50 11.50 i1.50 K= 5.450 P= 11.17 EEi C=120 IT 8.0 8.00 0.00 003 VELOCITY = 7.01 -------- 3601 -------- 0.0801 ------- ------------ 1 1. X50 -------- 0.92 --------- 1 1. 1 7 ----- - -- 1:...42 K 25- 10.270 13 1 --....._.-.-..-- .--.___._._...- -- .------. -fIO _FJ.I ----- --- --- r..--- ---------------------------- Q-00 1.104 2E 2.0 9.00 10.33 QA= 0.15 X 120.00SQF. HH C=120 4.00 0.00 K= 5.600 V = 6.03 --.- --._.._.... 18.00 - -.._.... - -..__ 0.0804 -._._....._._.._. .....- ---..._._._.._._....._. 13.00 - -......-..- ----. 1.09 -._._._..__.._.._._. ._..--._.-- - it , y----- _ -- ---- _ 1 8. 1 5 1.452 OE 4.0 6.50 1 1 .42 11.42 K 5.450 P= 1 1 .09 JJ C=12O IT 8.0 3.00 0.0e 0.33 VELOCITY = 7.00 36, 1 5 0.0798 i4.50 1. 1 6 1 1 .09 a 6Aes FLJ w?N? -------- -------- ------- ------------ -------- ---------- ------ --- ._......._.._._.....- -._... - ---- 36. 1 5 1 2, 03 K 26== 10. 1 %j 13 --......----- ---._.._._._.._.._ ._..__.._......-- --.?----...._..---- -- -lVo -- ---.?_. ...._...---------- -----_.-.__.- 19.50 1.104 2E 2.0 11.50 12.13 QA= 0.15 X 130.OOSOF. KK C-120 4.00 0.00 K= 5.600 V = 6.53 -----._._._ 1900 ._.....-..-_-._.._ 0.0968 ...-.-..-..-._- ._ ------.._._..-.-._ 1:1.50 ._._..___._ __. 1.50 ---__.._..-.._._.-. ....---- -_.. C/?D C w&/-, ._. -----._._...._.-....._._.._ 19.83 1.452 10.00 13,62 13.63 K= 5.450 P= 13.24 L!_ C=i 20 0.00 0.00 0.39 VELOCITY = 7,61 39.,33 0.0`?,33 1000 0.93 tan:.'4 20.14 1.452 OF_ 4.0 6.50 14.56 14.56 K= 5.450 P= 13.66 MM C=120 IT 8.0 8.00 0.00 0.90 VELOCITY = 11.51 -------- 5947 -------- 02005 ------- ------------ 14.50 -------- 91 --------- 13.66 ------ 3 A ----- &svls._- "wx*A5- 59.47 17.47 K 27- 14.230 14 -------- -----•--- ------_ i71/ 1 7 f h' _ pG 1210? - --- 19.50 1.104 1E 2.0 9.00 12.13 QA= 0.1:5 X 13O.OOSQF. C=120 IT 5.0 7.00 0.00 K= 5.600 V = 6.53 ------- 1900 -•-----.•.- 0.0958 ---.____ _.__..._._-_.---- 16.00 ------.--. i.55 ._._---..__-._ --•-•-- 171EAa _ ?GUCi NG -_...__.._._..-___._..__t !? 19.50 13.63 K 28= 5.270 :oc he :0 jo: % Vs K T Pi C;- 1% U -T ED ?141 3- TL Iv: S° FN Fa !L 14 IV L- 2: 7:Z C:?: ED _ H e Im Ac Ac JOB- NOR THWEST AE ROSPACE TRAINING CORP JC NO 87-6362 DATE 5 20/27 PAGE 22 mXc? :X :K* K t:F K 8* ?iXRLUG 'A' 1ST FLR REMOTE HYDRL C. OA DIA. +=OkJIV. FIFE PT PT ----- REF. FLOW 'C' FITTING FTGE. F'F_ F'V KX vF:F NOTES *:nn'I* POINT OT L OSS/F LENGTHS TOT. PF PN i9.50 1.104 it 2.0 12.00 Q i3 OA= 60.15 X 130.00EQF. FF C=120 2.00 0,00 K= 5.600 V = 6.53 _i 9 50 - 0.096 14.00 1.36 ---- 19.73 1.452 OE K0 0 3.590 13.47 13.4? K:=: 5.450 P= i 3. i 0 GGi C=120 IT 8.0 3.00 0.00 0.39 VELOCITY = 7.59 -------- 39.23 --------- !3.0929 ------- ------------ i i . 00 ------- i. 02 --------- 1 3. i 0 ------- e2 ?CH S L/?w/^?li - -------- 39.23 14.51 K 29= 10.300 15 IP P T ? 4 -._._._.-_._._ ._.-_._._._. __ .-._ -_._.._... _. . _..._. _ . ----- ------ ----------------------- 19-58 1304 2E 2.0 16.00 12d3 QA== 0.15 X 130.00;1;UF AA C=170 4.00 0.00 K= 5.600 V = 6.53 5.1- 55.- ,.? 0,0963 -- ?. ----0 1.94 // 101002 .__...._---____---____....----- 1 9.94 1.457 OE 4.0 1 3.00 14.07 14.07 K= 5.390 P= 13.68 BBB C=120 IT 0.0 3.00 000 0.19 VELOCITY -= 7.63 -- ._.__._ 39 , 44 _._.-_-._.__ 0.0933 _._._._.-.... _.__. 21.00 f . 97 1 3.60 _a._ 4019K ??p w,Ns_. 1 :.46 .154 1000 U.04 16.04 _ i+.- 5.,,,790 P:::: 15.85 85 o? 12 C=120 0.00 t).Ok) 0.17 VELOCITY = 5135 60.90 0.030;' 1'2.00 0.,37 15 ., 85 YLO / wn/G - -- 81.69 2.5535 1 2 , 00 16.41 16.41 1{:::: 20.46o r= i5.94 13 C=120 0.00 O= 0.4:7 VELOCITY •- S.03 ----?-?-?- -- i42.59 - -.--.__._._._. 0.0554 ._._._.--- -- ---.._ - -------._._.._.. 1 2 00 _._.._.------- 0.67 --...-._.._._._..... 1 '... _. _ .._.=_._ ....._7..,'f?9? 97.20 2.635 12.00 i7.08 i7.08 K= 24.500 F'= 15.73 14 C:=:124) 0.00 0.00 i.34 VELOCITY = i4.10 --._.._._.-.-._ 239.79 .._._._..- 0. 1 x452 12.00 1.74 5.74 C--- -- oq------ ---__ 6=3.57 2.635 2E 6.0 i 4.00 1 8.82 10.02 - K== 15.570 P'= 16.6 7 15 C-120 0.00 0.00 2.15 VELOCITY .= 17.8/4 - - -- 0.2244 .-u.. 013 .S.Sx :3 16&.,7 95.16 2.635 4.00 24.66 24.66 K= 20,790 F'= 20.95 16 C=120 0.00 0.00 3.71 VELOCITY = 20.43 393.5' 0.3717 -4.00 1.49 20.9:I ? l/E?/7d TGQ/v(. 25.12 2.635 OE 6.0 31.00 26.15 26.15 K= 5.360 P= 21.96 17 C=120 iT12.0 12.00 0.00 4.19 VELOCITY = 24.91 ________ 423.64 _________ 0.4162 _____-- -._---_- --'--- 4300 - . - 1--90 '-- u--1 -9ct} _----- - All _. ._ ? ?C?d 0.00 3.260 0F_ 7.0 47.00 44.05 44.05 K= 0.000 P= 42.26 i° C=120 i05.0 i5.00 0.00 1.79 VELOCITY = 16.27 423.64 -- 0.1476 62.00 ----- 9.15 -------- 42.26 ------- --------------------- ----- 0.00 ------ 3.063 ------------ --- 1.00 53.20 53.20 K= 0.000 P= 50.92 9 C=120 10.00 0.00 2.23 VELOCITY = 13.37 423.64 O.i984 10.OOF. 11.00 2.iS 50.92 .7OB- NORT HWEST A F_ROfPmCE TRAINING CORP JOB NO 87-6362 DATE 5/20/37 PAGE 3 k 14%c % XYC K " k tM XYF X fi Kim ? :t :{ c?ijLL't? ' A / i S T FL R REMOTE ° 2 x`tX ? t? ;kW k c FAA d??*?c??? K ?* HYDR:_C. QA DIA. EQUIV. PIP PT PT REF. FLOW 'C" FTTTING FTGS. FE PV Rr"•:?K%? NOTES Ic?e%?Y POINT QT LOSSiF LENGTHS TOT. P PM ----- ---0.00 3.260 iE 7.0 4.00 55.38 55.36 F,= 0.000 P= 53.59 i0 C=120 105.0 22.00 0.00 1.79 VELOCITY = 15.27 423.64 O.i476 26.00 3.84 53.59 - ------- ---- ---- --------- ------- 0.00 -------- 6.340 ---------- --------- 7.00 ------- 59. 22 ----------- - 59.22 'i{= 0.000 - P= 59.09 ii C=1210 0.00 0.00 0.13 VELOCITY = 400 423.64 0.0057 7.00 0,04 59.09 ---._..__...--- ---._.._._.- 100.00 ._._-.----- 6.340 -.-----.-•---_. i504.0 --...._.._._.-.-- 134.00 ---.-.----. 59.2; _-_-------.---.------. AAW Fat OA= 100.0 ---------- PT= 59.26 HS'VI C-120 2'T30.0 270.00 4.33 I No'S e VELOCITY = 5131 523M4 0.008:= 404.00 3.46. PE= FOR HT. OF 9.9 ---._.-..-. -- .---._....._.._... .52,.'9.6"} ......_............_.._.._ ..._._...-.......-......-._.._ .._.-._..-.._.._..-.._. Csi,{75 K 30= 63.?50 BOER. --------- -------- --- ...._.......-.-._.. _--------- S 6 E 4f 6 r /% ;? Y A R Co ..?.q >? .? JOB- NORTHWEST AEROSPACE TRAINING CORP JOB for 37-6362 DATE 5/20/37 PAGE 24 K%c u :X c?C X? kXc:? K k %:X X * nLDG `A-1 ' RFMO FE rZ THRU UGC X X K X X X F, X : * * Xc HYDRLO. Ctrl C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGE. PE PV MOTES *XkX-X POINT UT LOSS/F LENGTHS TOT. PF PN -50409 C=140 95.00 64.46 QA== -504.89PT= 64.46 5 3.540 0.00 0.00 VELOCITY = 3.11 -504.89- 0.0017 95.00 -0.17 -------- -.-------- 400.00 ------- 0=140 ---------- iEM 9 ----.----- MM - 64.29 OA= 400.OOPT= 64.29 6 8.140 21.94 OM.) VELOCITY = 65 -104.39•-0MOO 133,94 -0.01 ON rS/OE /I/oSE --•-•-•---- --------- -504.39 -------- ---- M28 CS i 7 --_.._-._....._ ..-.-.- ---.-...- -....-.--•- - - -- LOG? - ------- --------- ---------------------------- 523.64 C=140 70.00 64.0:6 QA= 523.64PT= 64.05' BOSR G M0 1T'&5 5K55 MOO VELOCITY = 3.2,-, ? 523 ?.,?.Es7 0.0019 4,0!_.?^. 1::0.'.; 0. 23 yt N i --.-..---•-•- •--------.- --_..----- _-.-.-.-.-.-...-_._ .......-.-..-....------- -------- _. J ------..-..........?,?r? E..._. ------- -•104.89 C=140 5E23.9 230.00 64.:'.3 PA= -•104.0?PT= 64..2.3 7 8,M) 2304 0.00 VELOCITY = 2.:58 418.75 O.C9!')i:. 5.00-. 258.94 003 -.__--_-- ----.-._-- 413.75 --- ------ ---------. -._._-------- -._-. ^ 6461 CS - 8 1 ---.----.-..-. .-..----.-•-•.- 0.00 --..^.._._.-..-..- C=14;9 -- ---- - ---.-. - .-.-.._.-..-...-.-......- 110.00 ...-- - - 64.61 QA= 0.061-= 64.61 Sf"= 6.030 1139.9 43.90 o.0(') VELOCITY = 0 0.00 0.0000 4.OOi. 03.90 0.00 ------ -- -. ._ --- _--- 453.75 --.-..--.-....._ C=140 _-.-.._._----- -.-. _.----.-. _..-. _ 35.00 ._-._.-..-. _. 64.65 @A= 413.75PT= 64.61 3 3M O 40 0.00 0.00 VELOCITY = 2.53 08.75 0.x•)012 35.00 0.0/1 -'--'-'- ----- --••-----•- •-.-.-----'- 0.00 -------- C=140 .--------'--- ._...-'-'----'---- MOM --- 64.65 QA- O.OOPT= 64.65 9 8. 14O i T •46...5 51.55 0.00 VELOCITY = 2.53 -------- 03.75 -------- 0.OM ------- 5.OOF. ---------- 361.55 --------- 0.46 --------- ---------------------------- OM C=14o 2E23.? 5o .540 453.75 OMi2 -------------------------------- 458.75 15 460.00 65.ii 47.33 o.oo 507.38 0.64 ----------------- 65.75 QA= K OM= 65.11 VELOCITY = 2.53 CS 3 ---------------------------------.-------------------------- - O.OOPT= 65.75 0.00 C=12O 7.00 65.75 CAA- i i 8. i 40 1 T35. 0 MOO 0.00 VELOCITY = 2.53 418.75 0.0016 4200 0.07 -------------------------------- -•--•------•------ 418.75 65.82 CS 4 S ------------ hv?7 Ctii = i 3!Iv ;:="Q3? r7KL_i=F C?: E?, _ _X'.?-ac JCR- NORT HWEST AE ROSPACE TRAINING CORP JOB NO 87-696 Di"-i-iE 5 `2018;' PAGE 25 X K# F ; :R;Kxc ;, X; :X tYF ?? M1:cLii_DG 'A- I' REMOTE 2 THRU HYDRL.C. RA C. EQUIV. PIPE PT rT REF. FLOW DIA. FITTING FTGS. PE PV :iclt*I* NOTES POINT UT LOES/F LENGTHS TOT. PF PH 0.00 C=140 1160.00 64.46 OA= 0. 00F'T= 64.46 SP4 616030 iT34.9 43.90 0.00 VELOCITY = 0 --------- 0.00 --- 0167000 400F, 15390 0.00 ----- 504.89 ------- C=140 ---------- --------- 20.00 ---------- 64.46 --------------- CA= 504. ----------- 89P'T= 64.46 5 8.140 iT460 46.:55 0.00 VELOCITY = 3.11 --------- 504.8? -------- 0.007 ------- ---------- 66.15 -- - 5.12 0.00 C=i40 iE23,9 -- ---- 415..00 ----------- 64.58 -------------- QA= 0. ----------- 001'T= 64.58 Al 3.140 22.94 0.00 VELOCITY _ 3.ii --------- 004,89 -------- 0.0097 ------- ---------- 438.':4 ------ 0.78 -- --- ------------- . 04.89 --- ---- - 65.36 -- 1.:;; ----------- 3 t=' --------- -------- 0.O0 ------- C=120 ---------- --------- 7.00 ---------- 65.36 --------------- IAA= 0 ----------- OOP't = 65.36 3A 8.140 iT35.0 35.00 0.00 VELOCITY :- 311 --------- 504.84 -------- 0.0023 --- -- 42.00 O.i0 3 504. ` 9 - - ---------- --------- ---------- 65.46 --------------- CS 6 ------------ --------- -------- 0.00 ------- C'=i40 ---------- --------- 360.00 ---------- 65.46 --------------- QA== 0. ------------- 00P-(= 65.46 3 12.210 iT79.8 74.80 0.00 VELOCITY = 1.38 --------- 504.89 -------- 0.0002 ------- ---------- 439.80 ----- 0 , i 1 - ------ --------------- ----------- 0.01`.) C=i40 S! 5v 9 ---- 38000 --- 65557 QA= O. OOPT= 65,57 ._ 12.20) i12.71 0.017 VELOCITY = I Q@ 504..89 0.0002 5.00F. 992.73 0.25-, 89 50 4. _ _ _ _- - 6032 CS 7 1 S y ? S-7 7-2-3,6v (v ony PS / j?? Q u iRF --- - 117 took -- ---------- Y `I 7,Zt)o 6P47e, 73-7E- Ps/ PROJc-cTEz2 ?IuA/L.9lGC' SEG AqGE 1O f&jlerG7'E? i-Low 1161AIL RII&C ,S6 L-- PR GE 2fo F(, 0ci SrWt- rrA>6 SEA Prat E .7-7 11/? I?? Sti PPLY S??/?h A7 G l .t 2 y yuuggc q,, ay, y y p- p.. 5 y- ?+ p? -- ?-• p- }- .?y. wy .,per. .^M1. .Y _4Y. ] Y. ?'.? i'a' Nb 'ABM L?'? i-f N- ?i. s.b 3 `n .?R. ?L ?? Nom. fly. L.• m? +M- -1c M JOB- NORTHWEST AEROSPACE TRAINING COR • JOB NO 67-6362 DATE 5r`20/37 PAGE 26 5174.8? 504.89 V v 504.89 .D0 V SP4000CCCC5 V V 504.89 V 6 ? V 04.89 523.64 V 41,3.75 ?.C7SriCCCCC<:?<:CCCCCt:CCC;:CCC'c3t:;:f.t:9C<:C00cCC:0Ci:CC C1 ? 418,75 `d 08.75 00 n v SP5 504,89 41V75 " 504,89 2CCCCCCCCCCCCCCCCCCCCCCCCCC<CCCCCC<CCCC;:CCC.CCCC<::OCCCCCCI}}})1i 418.75 l5/A iL D111WI HYDRAULIC Cr=LCUALTION SUMMARY AREA' START FND NUMBER SECTION SECTION 1 1 TOTAL TOTAL SUPPLY PLOW PRESSURE POINT 923.64 65.81 1 PCI PC PC %V T- K3 3-1E;- eoL3T'EDItd'a-F3 1-- S'F"Fi X rlKF_E: FZ CED JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6352 DATE 5/20/97 F *?C*kc* Xc c%ck #%??K ;d %c%c s?? WATER SUPPLY SCI-IEMATT_C*I*****************4 ! STATIC PRES. ! *C-- 79.000 PSI ! ! S 6L. DG P i r .P .L ! Y flc^0TE Z U R yr ! E PRES. AVAILABLE X? C-- 74.429 PSI SAFETY MARGIN A 8.61` PSI v SYSTEM DEMA!`!D-•-•A -------------- * ? C-- FLOW AVAILABLE ! 423.54 GPM 500 GPM HOSE A 1537.91 GPM ---------------- E E ! TOTAL. DEMAND J V 65.810 PSI A7! J R ! 723.64 GPM ! i t U ------------------ C RESIDUAL PR!=:S,-A* ! t 71.000 PSI AT J D 1250.00 GPM / PN / M 3681.04 GPM k ! t E AT 20.000 PSI ! D ? JI *C-- 3.580 PS's (ELEVATION) -------------------------------------------------.-•-••------------------- FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 423.64 GPM INSIDE HOSE 100,00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 723.64 GPM PC 3c Ac AC AGE 27 i i V:E K:E "[;- ?e3J r ?? 1 iT G 0F'F'T NI L_aFZ ?i -X33.5.-4? as E? e. HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING CORPORATION _^- DATE 5/20/87 LOCATION 2600 LONE OAK POINT, EAGAN, MINNESOTA BUILDING CONC DECK STEEL BEAMS COL CONC WAL!_E SYSTEM NO. A-1 & B-1 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 87-6362 CALCULATED BY TOM MILLER DRAWING NO. 4 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 10 OCCUPANCY STORAGE AND TOOL ROOMS E !( )NEPA 13 ( )LT. HAZ. ORD.HAZ.GP.( )1( )2( )3( )E:. HAZ. Y !( )NFPA 231 ( )N!=PA 231C FIGURE CURVE S !(X)OTHER 18/3000 SQ FT REMOTE PER I.R.I. MINNEAPOLIS T !C )SPECIFIC RULING, MADE BY DATE M !AREA OF SPRINKLER OPERATION 3000 SYSTEM TYPE !DENSITY- GPM .15 (X)WET( )DRY( )!:)ELUDE( )PREACTION D !AREA PER SPRINKLER 120 SPRINKLER OR NGlZZL.E. E !HOS>E ALLOWANCE GPM-INSIDE 100 MAKE 'CENT'RAL' MODEL "Ho S !HOSE ALLOWANCE GPM-OUTSIDE 400 SIL.E. 1/2" K-FACTOR 5.6 I !RACK SPRINKLER ALLOWANCE. O TEMPERATURE RATING 165 G 14 ! CALCULATION ! GPM REQUIRED 761.36 PSI REQUIRED 6404 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 1 40 W !WATER FLOW TEST ! PUMP DATA TANK OR RESERVOIR A I DATE OF TEST ! RATED CAP 0 CAF'. 0 T !TIME OF TES'T' ! A'1' GPM 0 ! EL!cV. 0 F_ !STATIC (PSI) 79 ! E:L.I_V 0 ! R !RESIDUAL (PEI) 71 WELL !FLOW (GPM) 1250 ! ! PROOF FLOW GPM 0 S !ELEVATION FLOOR LEVEL ! ! P ! P !LOCATION :8 & 12 INCH FIRE: WATER MAIN LOOT' OF BUILDING !_ !SOURCE OF INFORMATION :PRO..ECTTED FLOWS FROM ENGINEERS Y ! !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID FILED Y. PALLETIZED 7. RACK 7. M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S 1 A ! ( )MULTIPLE ROW ( )OPEN 0 ! K ! FLUE SPACING: C!_EARANCL':STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED E ! ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) F IL F! E= F"F F-3TF? CTTC 00-1--1E3:`,, 00MF"U'',!'F_FZ nE_ :E r? r9 *c- *c =$[ *C V :E K T 9^-!r C;- L;9 IF CA 11 to I- T TC v F FZ T !i" 5 K L- F-E F< C E9 ? VC *?:;X *c JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/20/87 PAGE 29 ****************************PROJECTED FLOW A'3AiLARLE t?:B;X X tie; ?:k;B:K'rx>X C #:x;X %7x%xY XI ?.X-k X !F CA F? - Ti`S (C.7, t & 1- 41 u l Er 2 1- 9N 1E= F? ED b ff=" A d-- EE 'T" IFS: A -sr 114, _T 1!"-9 Cl;- DENSITY X AREA 0.180 X 3000.00 - 540.00 X OVERAGE = 0.49 = 224.iO RACKS = 0.00 INSIDE: HOSES = 900.00 /N? ?u/L rao2 OUTSIDE _ HOSES - 400.00 q FLOW REt7'D FOR SYSTEM = 754.90 FLOW AT BASE. OF RISER = 854.90 MIN FLOW AT BASE OF RISEN = 0.00 TOTAL FLOW - 9254.90 STATIC PRESSURE - 79.00 RESIDUAL PRESSURE = 79.00 RESIDUAL. FLOW = 125000 FLOW FROM CITY SUPPLY AT 20PEI _ 3639 GPM PRESSURE FROM CURVE @ TOTAL FLOW = 70.83 ELEVATION = 0..00 FOOT = (). NO. DIiA C. LENGTH FACTOR 9 8.94G 940 0.00 0 IH H ADDITIONAL VALVE LOSS, ETC. SAFETY MARGIN PRESSURE AVAILABLE FOR SYSTEM . Y-5 + FLOW PF FLOW VELOCITY 0.00 0.00 1264.10 7.79 0.00 -?P?+o?FC r?D Fc o? 0.00 n - 70.83 .4u,v/L Ad c.L-- Ar GfG. L&AAnt E PE.5 /G N 570 ? G? /udLS ???3000 Sx.`7 /IE- Ao -E 3V /?1 dins i9T bl/afYll?G k AD -5AgCIIVG Ac Ac Ac Ax %VI KT Nr? s?n U'r 0M e=x -FI 1-- `': T°FiI NKL-.aF? C? C31 _ c c c4e JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/20/87 PAGE 30 ********* ".x*`.X*kcYFXc*Y(.W.****.**BLDG 'B' ITT FLR ARMS « DROPSxY ??c X n? ?X<? t dc?c?"? c ?mY? F? X??oYXt HYDRLC. GA C. - -EQUIV.-- ---PIPE=- -= PT PT REF. FLOW DIA. FITTING FTGS. PE PV **:%** NOTES ***X?* POINT OT LOSS/F LENGTHS TOT. PF PN 20.52 1.104 OE 2.0 2.00 13.43 @A= 0.13 4 114.00SQ . F C=120 IT 5.O 5100 0.00 K= 5.600 V = 607 --------- 20.52 0.1063 --------------- --------- 7.00 -- 0.74 - ---- - ------ -- --- - -- 20 52 ------- ----- - - - ----- - -- - K 40= 5.4sn 21 .60 1.504 OE 2,0 2.00 14.83 OA= O.i3 X 12V OOSOF. C=120 IT 5.0 5.00 000 K= 5.600 V = 7.24 21 -------- .60 --- 0.1169 -------- ---- ------ 7100 --- - 0.82 ---------- -------- ------- ------- 21 .60 ------ 15.70 - K 41 --- = 5.450 -------- ---- --- ----- ---------- --------- ---------- ------- 21 .60 1.104 OE 2..0 4.50 14.38 QA'= 0.18 X 120 .OOSQF1 C=120 IT 5.0 5100 0.00 K= 5.600 V 7.24 21 .60 0.1169 9.50 i.ii 21 .60 15.99 K 42 = 5.400 l Y ?P C,4 /?7 i5.00 1.104 iE 2.0 C=i20 IT 5.0 15.00 0.0.195 -------------------------------- n+ 55.00 15.00 1.104 iE 2.0 R C=120 IT 5.0 15.00 0.0595 ----------------------------- 15.00 - R2 R ? ?/ 3.00 '-1.17 OA= O,i5 X 100.OOS(.F. 7.00 0.00 K= 5.600 V = 5.03 50.00 0.60 7.77 K 43= 4.00 7.17 7.00 0.00 11.00 0.66 -------------- 7.83 --------------------------------------- 15.00 1.i04 1L" 2.O 7.00 7.17 0=120 IT 5.0 7.00 0.00 15.00 0.0595 5400 0.83 --------------------------------------- 15.00 8.00 5.380 ---------------------- OA= 0.15 X i00.OOSC1=. K= 5.600 V = 5.03 K 44= 5.360 -------------------- QA= 0.15 X i00.00SCF. K= 5.600 V = 5.03 -------------------- K 45= 5.300 ???? ?-a a•?? a,-sa.? ?,?+?a?a??-a-? ? ??°a=?? a--aa?:.a_??z ?? _ ???? JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6262 DATE 5/20/37 PAGE 31 %c?c CX< t k*kc?c ic"dkC c ciY%cX X cnc BLDG 'B' I ST FLR REMOTE TO U . G. * X k? n ; n k? ?% dM? ??Y6?c*$cW"t?c HYDRLC. GA C. EQUIV. FIFE PT PT REF. FLOW DI& FITTING FIGS, r-r_ PV NOTES ***** POINT GT LOSS/F LENGTHS TOT. PF FN 21.60 1.104 OE 2.0 2.00 14.88 GA= 0.18 X 120.00SQF. V C=120 IT 5.0 5.00 0.00 K= 5.600 V = 704 -------- - --21 _60_ K1169 _- ----------- -•-7_00 0.82 .! /x?/---- `t o%?(, l? _- 0.00 i.687 12.00 Q.70 15.70 K= 0.000 P= 15.64 V1 C=12O 0.00 0.00 0.06 VELOCITY = 3.09 --------- 21.60 -------- 0.0148 ------- - -- 12.00 --- 0.18 - 15.64 - 21.72 2.154 - - ------ SE 5.0 --- - 5.00 -------- 15.38 ------- ----------------- --- K= 5.450 P= 15.88 W C=12O 1710.0 15.0101 0.00 VELOCITY = 3.81 43.32 0.0163 20,00 0.33 43.32 16.21 K 60= 10.760 6 -- Xj ? %AG? A/o 3 `f 21.60 1.104 iE 2.O 14.00 14.88 GA= 0.18 X 12O.OOSQF. S CQ 20 2.007 0100 K= 5.600 V = 7.24 2K60 O, 1 i 69 U00 1 .137 40 1 116 - 6 --------- ------- -------- ---------- -------- -------- -------- , , L04./., --------------------- 21.78 1.452 12.00 i6.75 16.75 K= 5.400-P= 1&27 Ti C=120 0.00 0100 0.43 VELOCITY = 3.40 --------- 43.38 -------- 0. i i U? ------- ----------- 12.00 ------- 1.34 -------- 16.27 -------- / ---- 22.58 1.637 iF_ 4.0 6.50 18.09 18.09 K- 5.400 P= 17.49 U C=120 IT 8.0 12.00 0.00 0.60 VELOCITY = 9.46 _ ----- 65.96 -- 0.1170 -- - - 13.50 2.16 - 17.49 .3 144/gyf1GL2w/, _ 0.00 2.154 5E5.0 13.00 20.25 20.25 K- 0.000 F'= 20.02 ul C=120 1TIKO 15.00 O.OO 0.21 VELOCITY = 5.803 6506 0.0355 28.00 1.00 . . .-- _.. 20.02 -----•-•__ ______ _ _ 65.96 _ _ _ __ _.....- .._._.-_... _.._ •-•--- --- --_ _ _ . . ._ _...•- 21 . 25 K 6i= 14.310 J S e -`f S ...................... 21.60 K104 iE O i4.00 14.83 GA= 0.18 X 120.00SUF. J C=120 2.00 KOO K= 5.600 V = 7.24 25.60 0.1169 16.00 i.87 21.98 1.452 12.00 16.75 16.75 K= 5.450 P= 16.27 K C=120 0.00 0.00 0.48 VELOCITY = 8.44 43.58 0. i 1 28 12.00 i.35 16.27 2 6/E?Dl ow/n/? 22.79 1.687 12.00 i8.iO 18.iO K= 5.450 P= 17.49 L C=120 0.001 000 0.61 VELOCITY = 9.52 -----_-- _--66_37 _0_1183 - •---------- 12.00 -------- 1.42 --------? 17.49 -------- 3 ?/6? (OW/i/ --------??_ 23.81 2.154 1E 5.0 5.00 19.52 19.52 K= 5.450 P= 19.09 M C=120 1710.0 15.00 0.00 0.43 VELOCITY = 7.93 9%18 0.0634 2000 1.27 19.09 Y Cig6U fGO {??/wG__ T JOB- NORT HWEST AEROSPACE TRAINING CO RP JOB N O 37-6362 DATE 5/20/87 PAGE 32 $c? K k Oc K ?Y? FXc?c;d:Y X % X*M Bi_DG 'F' i ST FLR REM OTE TO HYDRLC. (2A DIA. EQUIV. PI" PT PT REF. FLOW C" FITTING FTGS. PE PV *kcXX NOTES POINT OT LOSS/F LENGTHS TOT. PF PN 90.i8 20.79 K 62= 19.780 4 zz? __---------------- 25.60 1.104 1E 2.0 54.00 14.88 f1A= 0.18 X 120.00EU . N C=120 2.00 0.00 Km 5.600 V = 7.24 21.60 O. i i 69 16.00 i.87 / //c Ad ?LO win !, ------- --_21.93 5.452 12.00 16.75 16.75 K= 15.450 P= 16.27 P C=120 0.00 0.00 0.48 VELOCITY = 8.44 43.58 0.1128 12.00 1.35 16.27 N6?Dl p /,t,G 22.7 9 'i . 687._.. __..__-._.__._.__• _10. 00 V ` 8. 1 t) 1 3. 1 (•) K::-5.450 P= 17.49 0 C=120 0.00 0.00 0.61 VELOCITY = 9.52 66.:17 0. 1 1 83 10. 00 i. i3 17.40 3 n?A?? ?CQw/n/?i 23.02 2.1''54 iE 5.0 3.00 19.23 19.28 K= 5.300 P= 10.86 R3 C=1'20 5.00 0.0() 0.42 VELOCITY = 7.36 89.39 0.0624 8.0() 0.50 i3.e6 y ??ELIDJ ?uoH ?,?G 39.39 i:'.78 K 63= 20.i00 3A ?IOd ?7 3 A P1,? G r IV6 33 -- 21 .. 60 1. i 04 1 E d 1 4.1)0 1, 83 0A 0. 18 X 1 20 .00S11 F . N C = i 20 2.00 0100 K= 5.600 V = 7.214 21.610 0.5 i 59 16.00 1 .3;' yCA UG?/NG _- 21.98 1.452 12.00 16.75 16.7° K= 5.450 16.27 P C:=120 0.()0 0.00 0.48 VELOCITY = 8.44 43 , 53 0.11 28 12." 1 .3'.5 ... 16-27 .... 2 22.79 1.687 10.00 .... _._.._._.... i3.i0 ii-?. 10 K= 5.450 P= 17.49 0 C =12 0 0.00 0.00 0.61 VEI_.OCITY = 9.52 66.31 10.00 4. is 17.49 3 PEI.? P?L - o win?G 23.23 2.154 iE 5.0 3.00 19.28 19.28 K= 5.360 P= 18.86 R2 C=120 5100 0.0(•) 0.42 VELOCITY = 7.83 69.65 0.0628 8.00 0.50_- ---- -16.86 -_? -------- -------- 89.65 -------- ------.----- -------- --- 19.73 K 64= 20.160 2A - -- -fgOp.--flT -------•----------- 21.60 1.104 iC 4 14.00 14.38 UP,= 0.13 X 120.0090F. N C=120 2.00 0100 K:= 5.600 V = 7.24 21.60 0. 1 1 69 16.00 1.87 ----- `1.98 ------ 52' ----_-- ----- -12.00 16.75 16.75 K= 5.450 P= 16.27 P C=120 0.00 0.00 0.48 VELOCITY = 3.44 43.58 0. 1 123 12.00 1,35 --------- 16.27 ------ 2 .//CAdJ ?c owiyt1___ ---- f ? WAc ?c VT KT Nf[:;a Pq U-r 0 aRh F1:1: S'FF'F<IE 9'49 1_=F.! a--0 r *c*cAcXc JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 37-6362 DATE 5/20/37 PAGE 33 K 9F XXt K X C C ?XC1c X X X:d XX K kBLDG 'B' 1ST FLR R EMOTE TO U . G. X ? c ? Xc?%<1 aX S? c t X?y ? ??c X:6*?Fal HYDRLC. OA DIA. EQUIV. FIFE FIT FT REF. FLOW "Co FITTING FTGS. FE PV A?XX.Xk NOTES *# *:X POINT OT LOSS/F LENGTHS TOT. FF FN 22.79 1.637 i0.00 i3.i0 i8.i0 K= 5.450 I-'= 17.49 O C=120 0.00 0.00 0.61 VELOCITY = 9,52 ----_____ _-6b-37 - O.ii83 ------- --------- 10.00 --.------- 1.13 ---------- 17.49 ------- AL2l_fCOU /n ?.--- 23. 02 2. 1 54 i E 5.0 3.00 19.28 19.23 K::: 5.300 F'= 18.86 Ri C=120 5.00 0.00 0.42 VELOCITY = 7.36 - 0_06 4 II - 0 i3.86 --------- ---- --- - ---------- ---- - 4- - ----- - 89.39 19.73 K 65= 20.100 iA A096 r- 1116 21 .60 1 .1 () 4 1!--- 2.0 14 .0 () 1 4.83 QA= O. i8 X 1 20.OOSOF. A C=12() 2.00 0.00 K= 5.600 V = 7.24 _ ---- 21.60 -------- 0.1169 --------- ----------- 16.00 ------------- 1.37 ---------- '?? -?ow?•, _ 21.98 1.452 12.00 16.75 16.75 K:= 5.450 P= 16.27 B C=120 0.00 07 00 0.43 VELOCITY = 3.44 42.58 0.1128 12,00 1,'3 16.^7 2- A/c- 17vT IS 22.779 1.687 12.01) 13.1() 13.10 K'= 5.450 P= 17.49 C C=1'20 0.00 0.00 0.61 VELOCITY = 9. 51-2 66.37 0.1183 12.Ot7 1,42 17.49 23.81 2.154 I E 5.0 5.Oi) 1 9., 52 19.52 K= 5.450 F'= 19.09 D C=120 1T10.0 1:w.00 0.00 0.43 VELOCITY = 7.93 --------- 90.18 ------- 0.0634 ------- ---------- 20.00 --------- 1 . 7 ----------- i 9.09 -------- (a 116/O12S /r-C o?/? --------------------- 91.65 2.i54 OE 5.0 0.17 20.79 K= 2().10() F'= 20.79 3A C=12O i i10.t7 i0.t90 0.00 V1-LOCITY = 16.00 1 81 83 0.2323 i 0. 1 7 2,'36 181.83 23.15 K 66= 37.790 3 --------- ----.___ __.__.___ _.__•C?p_ ?_"-3- -- _-...---._-__-_--_-__..- 21.60 i.iO4 iE 2.0 14.00 14.33 OA= 0.18 X 120.00SOF. A C=i 20 2.00 0.00 K= 5.600 V '- 7.24 --------- ------- ------- ---------- ---------- 16.00 --------- --------- 1.87 --------- ---------- ------- 1-6k 1-_6k eqp fLo-L '!r, -- 21.93 1.452 12.00 16.75 16.75 K= 5.450 P= 16.27 B C=120 0.00 0.00 0.48 VEI...OCITY = 8.44 -------- -43-58 -- 0.1128 ------- ---------- 12? 00 --------- 1.35 --------- 16.`27 -?Cd?F 2 22.79 1.687 12.00 i8.i0 18.i0 K= 5.450 P= i7.49 C C=120 0.00 0.00 0.61 VELOCITY = 9.52 -------- 66.37 -------- 0, i i 33 ------- ---------- 12.00 --------- 1.42 ---------- 1 7.49 ------- 3 A cAj,, Fioc..w(, -- ------------ 23.31 2.154 iE 5.0 5.00 19.52 19.52 K= 5.450 F'= 19.09 D C=120 iT10.0 15.00 0.00 0.43 VELOCITY = 7.93 90.16 0.0634 20.00 1,27 -- 19.09 J yEAdJ_ ?a6?!n/G _ "- .Kw-vC vx Ka 14Ew A u TO x'08=u-r x f-- ,`^. 9°1:;-"m rl K L- l._Fz a-_ 0 ? *c*C#Cw JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-636 2 DATE 5/20/87 PAGE 34 Mk Yi SKY/ FMXC?C YFXt b?C ?? Y "F X%? E?X7KXc BLDG 'B' I ST FLR REMO TE TO 1 . G. ?d xe:"t X<%c YF%<YC Xc?Y1 ?5 CXC X Y n? daY X K HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE FIV NOTES POINT OT LOES/F LENGTHS TOT. P, 91.92 2.154 OE 5,0 0.17 20.79 K- 20.160 F'= 20.79 2A C=120 fTiO.0 10,00 0100 VELOCITY = 16.02 -_-_ -182.10 _ 0.2329 --10 1 - 2.37 --- ?/ELID1 ---- --- i 82. i 0 23.16 K 67:= 37, 840 2 ----- -------------------- 21.60 5.104 tE 2.0 14.00 54.88 QA:= 0.18 X 120.00SQF. A C=120 2.00 0.00 K= 5.600 V = 7.24 21.60 0.1169 16.00 f R/ -- ---- --- 1 ??EA?-?Gaw/r4 --------- --------- ------ 2i..-8 --..,--`•- f 45'' -------.- _ 12 , 00 16.75 16 .75' K:-: 5.450 F'= 16.27 B G=120 0100 0.00 0.48 VELOCITY = 8.44 ---------- 43 58 -------- 0ii28 ------- ----------- 12.0() -------------- 13:`5, ---- _. -- 16.2:' ------ -16,v l. ?3- 22.79 1.687 12.()0 i8.f() i8.i0 K= 5.450 P= 17.49 C C:=120 0.00 0,00 0.61 VELOCITY = 9.52 -_66.37 W0-5i83 -12-0()---- -1 -2' -- 17-II- ---------------- _ 23.81 2.154 fE 5.0 5.00 19.52 19.52 K-: 5.450 F'= 19.09 D C-1'0 1710.0 15.00 0.00 0.43 VELOCITY = 7.93 90.58 0.0634 2().00 1.w7_._ ._19-012 .L/ UC ????4¢ ?in(d 91,65 2.154 ()E 5.0 0.17 20.79 K= 2().1()0 P= 20.79 fA C=i20 iT10.0 10.00 0,00 VELOCITY = 16.00 585_83 0_2323 50-17 -6 - - -- I,6? l ? aL-,/ ._._.LT ---------=- -- ------ -- 0.00 - 4.260 ---------- ---- -- - 10.00 - - -_ 23.15 - .- - 2:3.15 K= 0.000 P= 23.04 i C=120 0,190 01.00 0:11 VELOCITY = 4.09 181.23 0.0083 10.00 0.0(? .....- -- 23.04 ---- - -------- ---` - --- i8 .38 ----`-- 4."60 --------- -----•-.------ 10,00 - _H`'3 ''.23 K= 37.340 F'= 23.23 2 C=120 0.()() 0.0(-? VELOCITY = 3.19 364 21 0 0303 10. 00 -_3() ?6_f?DJ ,GU -------- - - ._ 183.31 - - 4.260 7100 23.53 K= 37.790 P= 23.53 3 C=120 0.00 0.00 VELOCITY = 12.31 -------- 547.52 -------- 0.0644 --.---- --------- 7.00 ___--------- 0.45 ------- ----- ??D fLOLy_/N(/ 93.97 4.-60 6.50 23,98 23.98 K= 19.780 P= 22.57 4 C=120 0.00 0.00 1.41 VELOCITY = 14.43 -------- 64i.49 -------- 0.0864 ------- --------- 6.'.50 ------------- 0.56 ------- 22.57 ------- 02 g 1-1EA AL0 --------------------- 68.36 4,260 3.50 24.:14 24.54 K= 14.310 P= 22.82 5 C=120 0,00 0.00 1.72 VELOCITY = 15.97 -------- 709.85 -------- 0. 1 042 ------- --------- 3.50 ------------ 0.36 ------- 22.82 ------.- 3 /Ed ---- ---- 51.5i 4.260 86.00 24.90 24.90 K= 10.760 F'= 22.92 6 C=120 0.00 0.00 1.98 VELOCITY = 17.13 761.36 0.5186 -86.00 10.21 22.92 3 31/C?ps p JOB- NORT HWEST AEROSPACE TRAINING CORP JOIE NO 87-6362 DATE 5120/37 PAGE 35 XtYF „ tM t cxYaY* *?C X X XC YBLDG 'B' 1ST FLR REMOTE TO U. G. X? * F?% X:s C X ? K "akc HYDRLC. LEA DIA. EQUIV. PIP- PT PT REF. FLOW °C" FITTING FTGS. PE PV NOTES *;XX POINT UT LOSS/F LENGTHS TOT. PF PN 0.00 5.295 3E12.0 75.05 35.11 35.11 K= 0.000 P= 34.23 7 C=120 36.00 0.00 0.23 VELOCITY = 11.08 761.36 0.0411 111.00 4.57 34.28 ---------- --- --------- --------- -------- 0.00 ------ 5.047 ------•----- ---------- 4.00 ------- 39.63 ------ - 39.68 K= 0.000 P= 38.67 8 C=120 32.00 0,00 1.01 VELOCITY = 12.20 761.36 0.009 32.00F. 36.00 1.87 331 67 --------- ------- i0K00 ------- &340 ---------- --------- 445.00 -------- 41.,55 ------- ------------ 4V d9 OA= 100.0 --------- PT= 41.55 5' C=120 404.00 4.:1.'5 lN3/Or VELOCITY = 8.75 - 861.36 0.6215 404.00F. 849.00 - 1026 HOS? F'E= FOR HT. 01-• 9.9 -- -- ------- 861.36 -------- ----------- ----- ------ -------- 64.14 K 68= 107.550 BOER AILI E?iTRA?C C---- S ?C V /7 -3 JOB- NORT HWEST AE ROSPACE TRAINING CORP JOB NO 87-636 2 DATE 5/20/37 PAGE 36 X< Y ": t >k•"d Xt c X M ? %< F X EsLDG 'B' 1ST FLR REMOTE THRU UG'm % < t c ?# :xntXt"F °c "c;6 tX<XC* HYDRLC. QA C. EQUIV. F'IF'E PT PT REF. FLOW DIA. FITTING FTGS. PE PV Xt.XarXc (NOTES XtYnXt%tXt POINT UT LOSS/F LENGTHS TOT. P1= F'IN -685.83 C040 95.00 65.1O (]A= -685.83PT= 6.5°10 8.140 0.00 0.00 VELOCITY = 403 -655.83- 0.0031 95.00 •-0.30 ------ --------------------------- --------- -------- 400.00 ------- C=140 --------- fiE23.9 --------- 110.00 --- 64.80 QA=- 400.OOPT= 64.80 6 8.140 23.94 0.00 VELOCITY -• 1.76 -285.83- 0.0006 133.94 -0.08 0 u-7-jl NoSt --------- -------- ------- --------- --------- ---------- ---------- .c'?AN ?__.___--__ -285.83 64.72 cS 1 ---- •---- -------- ------- CC o my (-L ----- Pu?S.-- S ---------__ ---_ 861.46 C-i ) 70.00 64.,14 QA= 861.46P1'= 64.14 BOSR 8.140 1T'46+0 50.55 0.00 VELOCITY = 5.31 861.46 0.0047 4.OOF. 120.55 0.55 / O I ? --------- -------- ------- --------- --------- ---------- F `/I f oSc Nl ------- ------ -285.83 C=`140 1 E23.9 30.00 64.72 LTA= -285..83PT= 64.72 8.140 8.94 0.00 VELOCITY = 3.55 575.61 0..00..^.,_ 51000, 258.94 0.59 65.31 CE 2 Fi -•-•--_.--_._._ .--•------ 0,00 ----._.......... C=14(-) .._..-------- ....--__-- - 11000 ----- 65.31 QA= O.OOPT= 65.31 SI':5 6.030 iT39,-'.: 47190 0.00 VELOCITY 0 0.00 0.0000 4.OOF. =v.."0 0.00 - ---- - ---.----- -------- 57'_}.r_',3 --------- 0-:140 ----.----- --------- 35.00 _----_...--- 6101 LEA=:: 575.63PT= 65.31 3 0340 0.,':)(1 0100 VELOCITY = 300 575.63 0.5022 35.00 0 100 ._...._'--'-'----- - --'------ -------- 0.00 ------- Em140 --•-----'- ------'--- Koloo -----'---- 65.19 -'---- QA, 0.90PT- 650? 9 8.140 ry 575.63 . 2 5.000. 10.51 ------ 2 --'---•---- - ---.-......--- -------•- 0.00 ------- C=140 -------"-- 2::23..9 ---- 460.00 66.21 OA= 0.00PT= 6.:,.21 10 8.14() 47.00 0:0'J VELOCITY = 3.55 575.63 0.0022 507.83 1., 11T - _. _._ --- 5 r 5.63 - _ - _ 67n36 09 3 11 ________ ________ 0.00 ______ C=1_.:.0 _________ __________ .'00 _-__F_._---. 67.36 QA== 0.0OPT= 67.36 i fi 8.. 1 40 1 T3:5.0 31.00 0.00 VELOCITY = 3.5'f 575 , 63 0.0030 42.00 - --- 0. 1 .3 -- --.--••---- -------- 775.63 ------- --------- ----- - 67.4) CE 4 fi Al Oo T r%.. -- ?iaC.e _ /1/0_ ?7 -------------------- ------------ f • -tic Ix *C :rl i s riw S' AEr.OSPAi ._ aI "N•G CORP JO_ NO 87-630 D A T L Si E ^07 F'A .c 3. ;;T FLR ..--'ICT- TIKRU . C-.v .• ?y m :v t?'v'? X FT (:..-I F•. F".' Y,c$:>AyF>$ NOTES F'Cl_!Ir (<T LCG....- 1;;,l;,;!.^ PN 0.!vr; 0 Cj0FrT= 65,10 :..-or_.: 0 0.00 O - - -- - - -- - --- - - - - - - - - - - ----- - --- - - - - - - - - - - - - ------- 685.34 ---------- '),:)C):?" -- - --- - 0.00 ---- - 1 4( ----- - --- 1 !-'2-, •./ , r' ?4 1 1 n 0 i it , _. :... .. 1 l .I n v. •f 685.84 0.0031 4:33:. 94 1 ..,.., 0.00 C=12+.> 7.00 66.69 =.:::: 0.!YfJ'''i'= 3A 8.140 iT,3.'i,() .300 30 VF:I...CCTT"' --------- 685.34 ---------- O A)041 ------- --------- 42.00 ---------- 0, 12 -------------- -------------------------------- 63%.34 66.86 CS' 6 0.00 C+=:14 0 :360.01) 66.85 Cdi=1= O., 66.35 3 12.210 1T79.8 79.30 0.00 VI_I_t7CT•rY = 1.88 685.84 0.0004 439.30 0.19 - ----- -------------------------- 0.00 C=14t> 3F35.9 - 330.00 67.05 CAA= 0.00PT= 67.05 2 12.2i() 1 12 ..'"73 0.00 VELOCITY = 1.33 ------- 685.34 ------ 0.0004 5.00F. 992.73 0.43 ------- -------- -------------------------- ---- 6:25.34 ------- --------- --------- - 67.49 CIS' 7 1 575`6: ------- - izb _Glc" ? ' 67-y9 /olj _ Xc ow f F9_ A > Su P,oc y --- Iz6y/D GPtirG?' 7083 ?`! PROJ ELTED FLo&,, //dA/L.9BLC SEA A'AGC 9 ?/'DJ6GYCf? & ow kA1j,,e7d bt SEt- SAGE 3y &LdIA/G /??GoDe F?o?? SG//EfnAlC, 6 Et- fRG E yD WA7EJQ S? Pi°C Y ScNc%?AiiG JOB- NORTHWEST AEROSPACE TRAINING CORP JOEL NO 87-6362 DATE 5/30/87 PAGE 30 `.a.':7ckc?tXt:?:fC?c:FM?c?:{tyc".,c?tYc'n'C7KXC?{?t",c:Y:lc:?YF:X:XXt%"t:XFLOW SCHEt'fATIC"F:6"?C:X"?"ht?t?Y?"d*:F.w,.#."n'%FXcYt:Y:r:X:n,"t."l.??Y?:n*:F??:n --- - ---- - - -- --- - 685.84 3> ]» 3A»»»»»»»»» 4 685.84 v v 685.84 00 v SP4CCCCCCC5 v v 685.83 v 6 v 385.83 061.46 v 575.63 B0SR <:CCCCC7<:CCC<:CCC.CCCC8CCCC.9C000<.CCCCC<:<:CCi 0 575.63 v 575.63 00 v 7\ SF'•' 685.84 575.63 685.84 ^ 3CC<:C;CC.C(:00CCCC<:CC<:CC:{:CC.000<:(:<:{:C<:CCC(:CCCCOC.C<:C.<.CCCCCCC.i>':>:)i i 575.63 I?EM U iE I'V/I ER B ///L DiwG HYDRAULIC CALCUALTION SUMMARY AREA START END TOTAL TOTAL.. NUAi$I:R SF-CT'IOIV SECTION FLOW PRESSURE i 1 7 i26i.47 67.48 /-00/L SUPPLY P01I T i $c :iK Nk = Tw" Nti ?C h',i A. LJ l7 0 hlfi T g yv ,F" ?FZ X M K G. IE ?: 00- *c *C;Yc w JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/20/87 PAGE 39 *****************************WATER SUPPLY ---------------------------------------------------------------------? ! ! ! STATIC PRES. ! ! *C-- 79.000 PSI ! ! ! ! ! ! S 6 ! /L Onvc, U IN ! ! P ! L ! ! Y ! ! *C-•-- RESIDUAL PRESS. ! ! C 71000 PEI AT ! ! U 1250.00 GPM ! ! R ! V ! ! E ! PRES. AVAILABLE-' ! * C•-•- 70063 PSI ! ! SAFETY MARGIN ^ ! ! 3.383 PSI v ! ! SYSTEM DEMAND---) -------------- * * C-- FLOW AVAILABLE ! ! 761.47 GPM / 500 GPM HOSE ^ 1:522.33 GPM ! ---------------- / E TOTAL DEMAND ! V 67,480 PSI AT! i ! / R ! 126i.47 GPM ! / U ---------------- ! C i / D ! ! / N ! ! / A / M 3681.04 GPM / E AT 0,000 PSI ! D ! / t ! *C.-- 4030 PSI (ELEVATION) ! i ---------------------------------------------------------------------? FLOW (GPM)FLOW SYSTEM FLOW INSIDE HOSE OUTSIDE HOSE TOTAL DEMAND SUMMARY 761.47 GPM 500.00 GPM 400.00 GPM 1261.47 GPM f -may f _--...-_____________ * * * * * * * * Ilk :k %$ y guy %llK ?r W :,t' F _A. F:' FZ 01 '1( W= E-- 9 .7. I-- CD ?Kj F, LA r F_ IF, D- = ? -T 3 w ?"'il „tc oc yt: ;+ :pr ,°.-S«:.ZIC ,PC ;x tic tip: ik ;QC ; c: Qc :Ic :N: y n yC yC ;4C ;PC :PC 1C . tc ; ;Pc Q '?' ? G"? ? 6^ 3 r• rc°=, 9. A ?- IL P d?`ti a-"'H 'TI? 7C Il?. moo' IF=° IFw: T);^•9 II^? t_ 1? I .? =1k? :Pc WIC TOC AK Ac Ac sc < W Ic 1- lvPC "K W AC :,Pc w4c WC loc ;roc ;IC ."o ;PC A< °S°C yyc g :A< Ac ic: K * CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY ? * NAME NORTHWEST AEROSPACE TRAINING CORPORATION ? * LOCATION 2600 LONE OAK POINT, EAGAN, MINNESOTA * SYSTEM NO. A3Q3,C3 * CONTRACT NO. 87-6362 ?c***:K*?F**:•k**:r*:X; X:k**:k;c:K?k** k*:R**:?***.k**;k***kC*X?****Xc***kt:#k?:k*%k**%k:k*%k?XN?*?k.d** 17 -yr F- tJ L_ T I" HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING yCORPORATION DATE 5/2i/37 LOCATION 2600 LONE OAK POINT, EAGAN, MINNESOTA BUILDING CONC DECK STEEL BEAMS COL CONC WALLS SYSTEM NO. Aa CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 87-6362 CALCULATED BY TOM MILLER DRAWING NO. 4 i CONSTRUCTION: ( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 10 OCCUPANCY OFFICE S 4 )NFPA 13 ( )LT. HA Z. ORD.HA7.GP.( )i( )2( )5( )EX. HAZ. Y ( )NFPA 231 ( )NFPA 211C FIGURE CURVI: S ! (X)OTHER J5/2000 SO FT REMOTE PER ...R.I. MINNEAPOLIS •T' 1( )SPECIFIC RULING MADE BY DATE: M I AREA OF SPRINKLER OPERATION 2000 SYSTEM iYP:- !DENST_T"Y- GPM i5 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 10.) SPRINKLER OR NOZZLE.: E !HOSE ALLOWANCE GPM--INSIDE 100 MAKE 'CENTRAL' MODEL "H'' S 1HUEE ALLOWANCE: GPM-OUTSIDE 400 SIZE. i/:'" K-FACTOR 5.6 1 !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATTNG 165 G i4 ! CALCULATION 1 GPM REQUIRED 472.75 PSI i{EUUIRED 68.27 AT BASE OF RISER SUMMARY is C (-ACTOR USED: OVERHEAD 1:20 UNDERGROUND i 40 W !WATER FLOW TEST PUMP DATA ! TANK OR RESERVOIR A I DATE OF TEST ! RATED CAP 0 CAP. 0 T !TIME OF ..PEST 1 AT GPM 0 ! E:!_1=V. 0 E !STATIC (PEI) 7? ELEV 0 - R !RESIDUAL (PSI) 71 WELL !FLOW (GDM) 1 2'_-0 1 1 PROOF FLOW GPM 0 S !ELEVATION FLOOR LEVEL ! P ! !LOCATION :8 ": i2 INCH FIRE WATZR MAIN LOOP OF BUILDING L !SOU NNE OF INFORMATION :PROJE:CrED FLOWS FROM ENGINEERS Y ! !COMMODITY CLASS LOCATIO14 C !STORAGE HT. AREA AISLE: WIDTH 0 !STORAGE ME'THOD:SOLID PILED 7. PALLETIZED X RACK X M i ! t )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED R I ( )DOUBLE ROW( )SLAVE PALLET< )SOLID SHELVING( )NON•-ENCAPSULATED S I A I ( )MULTIPLE ROW )OPEN 0 ! K ! FLUE SPACING; Ci_EARANCE:STORAGE TO CEILING R i LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL_ BARRIERS PROVIDED: F_ ! I UNITE - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) . 1 LAT C- r-Z T3'F?? ? ?3"N F 3 F_a!1E F'f?EDI- Ev EDIT- 1[ 0414--EDA" ED E3 ?M JOB- NORTHWEST ,1EhUSP.AC2 TRATNI'I; CORP JOB NO 87-6362 D:ir:-- 5'2iPA GE 1 tfXf l:k:rmXf*k k i zYS Y f fKXc:ff.Kk F'F;GJCC T LD FLOW U- 0F.' _- 8":C-0 IF: `f II-?'4,IE_.. T a2?REE- IF: 0 !F" f-- TE l n ".? ?? 7 G E 3CLc DF_'NSI i'Y X AREA 0. i 50 X 2000.00 = 3,30 00 RACKS - 0.00 INSIDE HOSE:,3 OUTSIDE O i'00.00 ??/ca?.>rG /a H SES = 40Gj 00 3 R° ,?coa2 FLOW REQ? D FOR SYSTEM ' 4?-x.()0 (?C !+ o7c / rL0W AT BASE OF RIEEiR = 574.f)9 MIN FLOW A'T BASE OF iRI ,'';I_.ri = 01 Q0 TOTAL FLOW ?74.00 STATIC PRESSURE - 51.00 RE:SIiiUPil- PRESSURE = 71.00 REEIDUAL FLOW =. ` ff, 00 y _ilW F1i0M CTT`t` Si.1I_.Y A T 20P.`•,' -. 36;31 t;F'i'4 -- PKESEHRE MOM CURVE (i! TLiCAt_ FLOW - !.3.5 D El_.EV4;:rON = 0.0i) FOOT = { . NO., D'IA C. LE'iG.:: 'T'H FACT-IUI--: i f I...C".(m, p F FLOW VE:LOCI1'Y 1 13.ig0 140 )n ,.)0 D IH 1i 0.,(?(? G),0{) 9i 74 1,-),;ti b.0{7 Av'D' I TI0'Ir-A I... VALVE LOSS, ETC. = n (?(•) TY 11ARCt r14 , =.. et 0t'? ?P/r c1J[;GTE/J ?a?./ PRE-"SUr?E AvATLABLE FOR SYSTEM = 14I/ Alt,196L C: AT 14,6- GO/VNtL710nV lJ ?.DdF s YJrEh-7 UFf/C AREH /S/Zdaa s L? GT ?eAn0TE z s 6/?AOT /? T 1/AR / ?v G S/Jii Cliv t- /r/A X . / 3 ? ;3c y q°{ h 3^ 9 f , c^L 1 a ? i ®? T ° :_" ? ;: a ?,: ?-_L _ x A x -,x JOB- NORTHWEST A ERCEPAC E TRAINING CORP JOB NO 87-6362 DAT E 5:"2'1/87 PAGE k#KK'x3cK :t rvikK;Kk. i?:T;?Nc -i. LiLDG 'A' ?RD F4R RE MOTE *I HYDRLC. CA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. FE PV Y:eM:X ? NOTES POINT OT LOSS/F LENGTHS TOT. PF PN 15.00 5.iO4 2E 2.0 8100 7.17 QA- 0.15 X i0000SQF. 6 C=120 IT 5.O 9.00 ). a') K= 5.600 V .... 5.03 15.00 0.0595 1;.00 i.?t / /E CL?G?/? 15.00 8. i 3 K100= 5.240 ---------- 15.00 1. 1 04 2E 2,0 3100 7< 17 GAM O. i 5 X i 00.00,'U . 3 C=120 4.00 0.00 K= 5.500 V = 5"O3 _-_.._.__ .............._ 15.,00 .-._._.._.._ 0.0595 ._.-.-._..__._ _--.._.-.._.._..-._.. 7.00 _.._.._.._. -.._.........._. _. _. 0.42 . .. .... ---- hlcAd howoO 1 .00 7.9 KiQl 5.440 ---------- ------ ------- /- i --- --.........__ _. _._._ 1..._. VELD w -------------- 15.00 Ki O4 2E 2.0 4.00 7.i7 QA= O.i5 X 100.00SQF, G C=12O IT 5.0 9.00 0100 K n 5.600 V = 5.03 0.00 K0595 Q.00 - • ---- / v /n/G 15.11 i.412 OE 4.0 5.50 7.94 7.94 K= 5.440 P= 7.71 G/ C:=:120 IT 8.9 8.00 0.00 0.23 VELOCITY = 5.83 ---------- 30.11 ------ 0.0569 ------- --------- 33.50 ----------- O77 7.71 --------------- -2 ?F fIO / L??i?/n/(> ---------------------- GZ - 30..11 8.7i 002= 10.200 ---- ------ ------ 15.00 1.104 1;= 2.0 3.00 7.17 @(1= 0.15 X 100.00SOF. C==i20 IT 5.O 7.00 KOO K= 5.600 V = :5.03 _.__..____..___.. i5.00 _......--......_ Oa 0595 .__ 10, 00 0. 60 15.00 7.?, KiO3= 5.380 G( Iq A 7 G/ pA GE /Vo ? . 1 5.00 __._ -.-.._.. i, i 04 --....__..._.-._ I E 2,0 ._......-._.-......_. 9.50 7. i' QA= O. 5 5 X i 00.00SGF. E C=120 IT 5.0 7,00 0K.) K= 5.600 V = 5.03 i5.00 ,C C 0.0595 . . - 16.50 .. - - 0.98 - ------------- / c-46/ /---( ---------------------- i5.00 -- -- . .--..-._--- - - E.15 Ki04= 5.250 EI ---------- ------- ------- 102 -- 18.00 5.504 2E 2.0 3.50 10.13 QA= 0.15 X 12O.OOEQF. C=12O IT 5,0 9.00 0100 K= 5.600 V = 6.03 15.00 0.0834 12.50 K04 /fCAf? ?COw/?/li i8.00 11.37 KiO5= 5.340 ?, Z JOB- NORTH WEST AEROSPACE TRAINING CORP JOB NO 37-6362 DAT E 5/21/37 PAGE 3 X X { F X:K 9 X:? "FYK K:n:X k X:X K;K F Y*:Kltl_DG 'A' 3RD FLR REMOTE 11 HYDRLC. QA DIA. E QUIV. PIPE Pi PT REF. FLOW 'Co FITTING FIGS. PE PV XkX:X NOTES POINT OT LOSS/F LENGTHS TOT. PF PN 18-00 f. 1 04 i E 2.0 1.50 i 0.' 3 QA= 0.15 X 120.00SOF. C=120 IT 5,0 7.00 0.00 K= 5.600 V = 6.03 --------•---- r Q.00 ------ 0.0334 ----•---- -----_--•--_ 3.50 0.71 l !/E?? ? 0 L,i/ni( •`•-•_.--- --1_--- f 3.00 1 1 .04 K106= 5.420 d r ?- i5.00 1.104 2E 2.0 3.00 7.17 QA= 0.15 X 100.00SOF. L C=120 IT 5.0 9,00 0.007 K= 5.600 V = 5.03 --_..-.__.-.-__._. 55.00 ....__._._._.._- 0.05951 _----_-. ._._._.._...._._..._....._. 12.00 0.72 #EA t9 GOr?ivr._..- 15.0}0 7.39 K107= 5.340 ---------- ------ -------- ------ -------------------- 15.00 1.104 2E 2,0 5.00 7.17 QA= 0.15 X 100.OOS@F. C=120 IT 5.0 9.00 0.00 K= 5.600 V ---------- i5,00 ------ 0.0595 ---- - 14.00 0.33 15.00 --- --- -------- ----------------------- 3.00 ----------------------- Ki08= 5.300 Ni ?.._._.:...AG_r._&o.... ...... ._--- 55.00 1.104 SE 2.0 1.50 7.i7 QA= 0.15 X 100.OOEQF•. C=120 IT 5.O 7.00 0.00 K= 5.600 V = 5.0. i;.00 0.0595 - - 3.50 0.51 - - ---- ---------------- 1 .00 ---- ----------- ------------------ ---- 7.63 - - K109= 5.410 13.00 1.104 iE 2.O 5.50 i0,.y,7:; QA= 0.15 X 120.00SOF. J C=120 IT 5.0 7.00 0100 K= 5.600 V = 6.03 ---------- 13.00 ------ 0.0834 ------- ------- - 12.50 1104 ---------------- -- - --------------------- 18.00 --- -- --- 11.37 Ki1O= 5.340 13.00 1.104 fE 2.O 6.50 10.33 @A= 0.15 X 120.OOSQF. 00 18 C==1 2O 0 0834 IT 5.0 7.00 0.00 13 50 1 13 K= 5.600 V = 6.03 . . . . __.- - ---.-..-- 13.00 -_--.___ ...._-.__.__-_.__.- -__.__.------...__-_. 11.46 K115= 5.320 i --------- r- ------ -------- _?/?_4 V T K w :-5 it f` U 1- Q &I iN IF T c m' .F" rZ T rl a^%.. L- 1= c E+ .. :? zx 4c *c .JOB- NORT HWEST AEROSPACE TRAIUNG CORP jOB NO 87-6316; DATE 5/21/37 PAGE 4 K k k:i ?OF X Y * X k k"F: m X z:? n B'_DG 'A' 3RD FLR REMOTE I TO HYDRLC. QA C. Ci7UIV, PIPE PT Pr REF, FLOW DIA. FITTIMG FTGS. PE F'V X111Y NOTES Y:kkk POINT EST LOSS/F LENGTHS TOT. PF PN! 19.50 i.iO4 2E 2.8 i0.50 12.13 QA= 0.15 X 130.00SQF. H C=120 4.00 0.010 K= 5.600 V = 6.53 --- - - ---- 1900 ------- 0.0968 ---_-__ 1400 ------- 1.40 ------ --- -_ ---- ? F?--N11 4- 33.01 1.452 OE 4.0 1.50 13.53 13..53 K= i0.670 P= 12.69 H1 C=120 IT 8.0 8.00 Koo 0.14 VELOCITY = 11.13 57,51 0 . 1 885 9.50 1.7? 12.6? ;3 44/06- .120 of ------------------ 57.51 i T, 3'2 Ki 20== 14. 690 7 ------------------ i5.00 T ------------------ 15.40 Ui 30.40 0 ------------------- V WI 4.00 8.33 8.33 K== 5.410 P= 8.10 0.007 0. 00 0.23 VELOCITY = 5.38 4.00 0. 23 8.10 owice(, !2 - - -._.._........_._.._._....__._._..... i 0.'30 _._......... ._ 8 _..__.._ 06 .----- -._ - -- .._ . --- -- K= 5.410 i-'-= 3.56 0.00 0. 00 VELOCITY = 3.95 10,00 . _ .... .........f . - -1 9.02 K121: 14.750 1 3.30 1 .104 i E 2.0 1 .50 10.33 QA= 0.15 X i20.00SQF. W C=120 IT 5. 0 7.00 0.08 K= 5600 V = 6.03 13.00 - 0.0834 3150 0.71 .._....--- -- /Efi ?Goc?/ .1_.../._._. ?._.. - --- -- --... _--.- -----.._..._._.._.. 47,66 .._._...._.__..._ 1.637 -- ............._._.. _. _._. _. _..._._.. 12.00 ti.04 _ 11.04 K== 14,750 P= 10.44 Wi C020 ,7.010 0.00 7..60 VELOCITY = 9.42 65,66 0.ii6() 12.00 1.19 i0.44 [f y _-___._- --------- -_._------ _.....__-....._..... ____--._--__- ----____ .._.._........._....... _.!!..C. v..... ... 13.34 1.637 i2.00 12.43 12.43 K= 5.420 P= 11.45, x C=i2o 0.00 0.00 0.93 VELOCITY = 12.05 84.00 0.1800 12.00 2.20 11.45 /CA(?I ?LOw/ni( 20.32 2.154 OE 5.0 ii.OO 14.63 14.63 r= 5.420 F'= 14.06 Y C==120 1TiO.0 i0.00 0.00 007 VELOCITY = 9.13 ------- __i 04.32 - 0_0331 - - ------- 0-00 -- -?--- __- 1.75 ---- - _ 14-16 ---.--- 6 /? -- E/ap-- - 104.32 16. 30 K!22= 25.780 3 147 1116 6 15.00 1.104 3E 2.0 10.50 7.17 QA= 0.15 X 10000SOF. M C=120 IT 5.0 11.00 O.OO K= 5.600 V = 5.03 15.190 0.0595 2100 1,23 Ilewv r 1.104 C=i ;'0 .0595 A1912 Jr k",? l/ac??1 2E 2.0 15.50 7.17 QA= 0.15 X 100,00SO , 4,00 0100 K= .600 V = 5.03 1 9.5 0 1. 1 6 // ?co N 1.452 C=120 579 15.83 1.452 C==12 r 46.23 0.125C ------------------ 46.23 1Wo go go •`o bey T "-; I IPA Fa 10 U 7 CD ?190, T- T c ? FF Y^i ZE 3-!i n k ` =-- i-'4. a -- cm ?)x DX AK Ac JOB- NORTHWEST AEROZPACE TRAINING CORP JO NO 37-6362 DATE 5/21/37 PAGE 5 KY? K;X. .1 K X ' ;F:Y K F X k S K ?c1? k: BLDG 'A' 3RD FLR REMOTE ti TO UG X:X # n z:x X:?=F ??F k ?Xt?? ?;KYF ? XXc HYDRLC. OA DIA. EQUIV. PIPE PT PT FIEF. FLOW •C° FITTING FTGS. PE PV w*X NOTES MaK1x.u POINT OT LOSS/F LENGTHS TOT. PF F9'I 14.39 1.104 i0.00 8.45 3.45 K= 5.340 P= 7.77 NS C=120 0.00 0.00 0.63 VELOCITY = 10.01 _-_29`39 0.2133 .. 10.00 2.13 7.77 y2 We cos 33.63 5.637 S:_ 4.0 500 14.5; i0.53 K- 50.640 i-'= 10.02 Ni C=120 4.00 0.00 0.56 VELOCITY 9.12 ----..----- 63.57 -------?- K1092 --..-..---_.._. ._-._...._._.._.._- 9.00 -?-?------.._.. 0.'i'3 --?-------.--- 10.02 ---.--.- ?oG,/NG _Y....l?-?p ___.._....__...-- S 3 . i5 2. i54 i2,00 1 S . 56 11.56 K= 5.420 P= S S ..? 1 P C=120 0.00 0.00 0.35 VELOCITY •- 7.59 --_....._._._.._ 81.72 ..__-._._._._._. 0.0529 -.-._---.....- ........._.._......._. 12.00 0.63 11.21 13.55 2.15 12.00 12.1`. 52.i9 K-= 5.420 P= 11.,.6 Q C=S20, KOO 0.00 0.:53 VELOCITY _ 3.32 100.23 0.077 ; 12.00 Z U 1 5 .66 //El??J ?LOwi?G -------- -------- -------- --------- --------- ----------- ------ .- --- 19.07 2.554 2E 5.0 17.00 13.12 13,12 K= 5.420 P= 12.38 C=120 1f50.0 20.00 0.00 0.74 VELOCITY = 10) 49 -_.--.._._.-- ._._._._.-._._._.. 0.506`.5 .._._..__._._. 37.00 3.44 i';2.33 7 ?- 1 /?EA/7 f'Lp S 19.30 1706 K1'23=8.380 -------- -------- ----- .._ .... .... .... --- -------------------- 1S.00 1 . 104 2E 1.0 3.50 10.33 GA= 0.15 l 12O.40.>Ui= . A C=120 1T 5.0 9.00 0.00 K= 5.600 V = 6.03 --------- ---1 3 _00 - X9_0334.._ _ 12.50 1.04 '/ Z ?J L4_._ 17.53 1.637 4E 4.0 10.00 SS.37 11.37 K= 5.240 P= 11.19 Al C=120 ST 3..0 3.04 0.00 0.13 VELOCITY = 5.09 3503 0.0172 i3.00 O67 1 1. 1 9 / 51 .52 1.687 I E 4.4 5.00 n Q04 12.04 K:::: 15.540 P= i4.99 C z C-=120 4.00 0.00 i.05 VELOCITY = 12.43 ------- 37..05 -------- 0. 1 955 -------- --- ---- 9.44 --- i.76 ----------- 1 t)." / l7 e 910 59.69 2.154 - ------ 3.40 13.30 53.30 K= 5.420 P= 13.20 D5 C='120 0.44 0100 0.60 VELOCITY = 9.39 106.74 0.0867 3.00 2.67 13.20 19.40 2.154 4.00 14.49 14.49 K= 5.250 P= 53.66 ES C=12O 0.00 0.00 003 VELOCITY = 15.10 126.14 0.S131 4.00 0.47 13.66 4 2%16 2.154 SE 5.0 7.00 14.96 14.96 K== 5.420 P= 13.34 FS C=120 5.00 0.00 1.12 VELOCITY = 1207 1 46 _30 0. 1 553 12.00 1.36 i 3.84 ??E?d rGV??NG 21.50 2.469 SE 6.0 53.50 56.32 16.82 K= 5.380 ''= 15.97 G1 C=120 1T12.0 13.00 4.00 0.35 VELOPITY = 11.23 167.30 0.1030 36.54 3.76 15.97 JAV& jQCOw _ A w A: Ac %V T K `T 9, et U 17 ED 1 0a -T- T Q =-1=" FZ 0 ""-31,;:'1_ E: F?' C r_ :1c :{c :^c W JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6162 DATE 5,'21%87 PAGE 6 K {c: ?d R # F: # R;k:X t:k; Sc k k M i?LDG `A, 3RD FLP REMOTE 11 TO HYDRLC. GA DIA. EiQUIV, PIPE PT ='r REF. FLOW 'C' FITTING FTGE. PE PV NOTES POINT OT LOSS7F LENGTH" TOT. P'F PN 651:6 3.260 2.00 20,58 20.53 K- i4.690 == 20.04 f C=1201 0:.00 0.00 0.54 VELOCITY = 6.97 233.:76 0.0490 r...a ------ ------ 2,00? ---- K 1 sJ 20:.0)-4 / 3 4 6 HSV i 127. 14 3.260 4.00 20.63 20.60 K= 23.830 P = 19.33 C=120 0.00 0.00 1.30 VELOCITY = 13.0 350, 70 0iO% 4.00 0).44 19.33 ....._n.. _._.._ - /I .---' 11 05 260 {)'_ 7.0 79.00 .... . 21.12 . 21.12 K 25.780 P = 18.89 C=12O 1T15.0 13.00 000 2.23 VELOCITY = 16.16 472. - - .._._._.. 75 ..._. - 0.1803 _.--... - ...--- - ------.--.._.............. 94,00 .._.. .. ... __-.........- --._ 17.00 .......................... - - - 16 AS ..._.. ......... . _....._S '1E19.... ? _.2../.._..... _1 ?( ..._.._.._....?. - 0, 00 3.066 1.100 1312 38.12 K= 0,000 P •- 35,2S C=120 10,00 9.O0:Y 2;34 VE=LOCITY = 271'.'-."0 472. 75 K2430 2430:> 1 O . %F 1 '! . 00 Z67 „ 35.20 _.._._..__._. _._ 0. .._._ 00 - -.. ----- 3.260 -_--._._....._....._. I Z .0 ._._._.._......_._.._,._ 3.00 .._._..._......_._._..... 40.79 ...._ _ ..-._._. 40.79 _..-.- K:: 0.090 P = 30.56 0::::129 1".15:.0 22.00 0.0:0 2.23 VELOCITY - 10.16 472. -------- 71 -- 0.1803 -------- ---------- 25.00 --------- 402 -------- 36.56 ------- ------------- --------- 0,00) 6.340 1:. =1 2,.-.- 472.75 0,00?0 100.00 6.30) C=120 572.75 0.0101 ---------------- 57 6,00; 45.31 45.31 is 0.00 0 .-_ 45 . 1 '': 0.00 9.0:)(7 0.16 VELOCITY = 400 6,00 0.014 45.K' -------------------- U6,00 -------- 4`,:. -------- 'JAaSA -------------- ClA = 100.0 PT= ------- 4.`..3 3 (?'?.00 i7t, 5 : 100 VELOCITY = 5.34, s02.00F. 468.00 4.73 FOR 7. 0 'µ5i , ---- -------- -------------- ------- -------------------- ---- 68,27 K124= 69.320 i,Lt'R Roomwer ----------- - ----------------------- C/?pE?C??du.?di An An No, 7 X02 ?co, ?/r,f aA.;u '1d J l< j! ".'?5.r INLJ17 011?A r?c c .S'' aR x r-J ti`E: 1z !:? `v _ :XAc* JOP.- NOR THWEST AEROSPACE TRAINING CORP JOB NO 87-6 262 DAT E 5/21 /87 PAGE - %kiY:f § KSx? Xn4t :z. tYk fiF :Y C:LLG JRJ 3RD -LR REMOTE THRU HYDRLC. Gil C. EsQUIVa PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE PV NOTES ? <XYd;iC !='faINT QT LOSE/F LENGTHS TOT. PF PN -531x32 C040 95.00 60.7 GP,= -531.32PT= 68.75 5 8.140 0.00 O.vd VELOCITY = 3.27 -531.32-0.0019 MM -0 a 1 q ------- -_ _-------. 400.00 _._-•-•---.... C=140 ._-.-------_.. 1;x:23.9 _.-.._ -•--•--._. 110,00 _._._.------ 8.'°•6 ----_.._._._. O?rTSi?E _.._._.._..------._..---.------- G,^::= 40MOPT= 6S56 6 8.140 23494 0.00 AO/JC?/ VELOCITY _ .81 -10.32-0.0001 MM -030, -531..;`.::.'. __--.._...._ .....- _......_._...._.. 68,54 _..-...._-_-._. _._._.__.._-__._-.__.-.._-.-_-__.. CS 5 ......... ... 0. ?' .-._ 5,47L s... .... - ..._._ ._ ._._. _. _. ai..) 1.: '-i'Y 70n00 V..aa..... 1:t:'I' .. 'l2 _ ... 68.27 BOSP, M40 i746.5 50.57 3. 0) VELOCITY 3 53 :JJ...= 2.0022 4,001= 120.55 . -'.:}._ . . --_-._._..._._. _____..-_--. _.._.-._.__._._. .. .....-------..._.. _._._.._._._._.-._.. . _----._._.... _.._.._.._._..___.... !`??S.E „31 .,}._ C:=140 1E:w.3a. 230.00 63.54 QA= 131 .32!`''F= 60.54 J 8.M) 22_9v KOO VELOCITY = 2.72 V .T -------- 441.43 -------- 0.0013 -------- 5.90F. - 58.94 ._. - 013b •. Qr.? S 441. 3 --------- ----- --- --------- 68 0 ----------- _. ---- CT 2 3 -------- -------- 0.00 -------- C=140 --------- --------- 11Mo -------- 68M) -------- ---------------------- 1:Aw 0.QOP1= 68.M) SP_. 6,030 T39.9 43.x0 0.0-) VELOCITY 0 0.00 0.OM 4.OOF. 153300 0.00 4.41.43 C=140 35.00 68.`.70 _ _ _ - --_.._.._.--.._._.._.._.._.._....- _. QA= 441.12PT= 60,90 8 8..140 0.07 Me-) VELOCITY 2.72 -------- 449,43 -------- 9.0013 ----- -- 5.100 0.055, OM - C=:1410 ---------- --------- ;;10.00 ------- 63.95 -------- --------------------- QA= 0.00f'T= 60.0 17 8.140 !T46.5 51.5f Moo VELOCITY _ 2.72 -------- M.43 -------- 0.003 - 5.00F. 361.55 0.50 0.00 ------- C=140 ---------- 2E23. 9 --------- 460.00 ------- 6?a 4!- -------- --------------------- QA= O.1: OPT= 69 a 45 10 8.940 47.'S3 0.00 VELOCITY - 2.72 441.43 3.0013 507.83 0.71 --------- - .4.41.43 70 a i 6 - -- C.^ 3 i1 ----------- --------- 0.00 --------- C=120 -------------- --------- 7.00 --------- 70.16 --------- GA== O MPT= 70.16 91 8.140 1T35.0 35.00 0a00 VELOCITY = 2.72 -------- 441.43 -------- 0.0018 -------- -- - - 42.00 - 0.08 ------- ----- - --------------------- 441.43 - - --- --------- 70.24 -- CS 4 1 JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/2`/27 PAGE S XX :x:F X:Rik:Xt "? k k X C Ym:n X ?.°? K:x:? i:_DG 'A' SRD Ft_R REMOTE THRU ?1G? ":n' Ync.n X X k:r. X ?Y mac. HYDRLC. OA C. EQUIV. PIPE PT 'T REF. FLOW DI& FITTING FTGS. PE PV kikXXm NOTES k:X?:XF POINT OT LOSS/F LENGTHS TOT. PF PN 0.00 C=140 i 1 0.00 63.75 QA= 0.00PT= 68.75 SP4 6.930 iT39.9 43.90 0.00 VELOCITY ::. 0 -------- 0.00 --------- 0.0000 ------- 4.00F. ------- 153.90 0.00 531 .32 C=1 "0 -- ---------- 20.00 ---------- 63.7:5 -------------------------- t:1r^" 531 .'32PT- 63.75 5 6.140 iT46.5 46.:5 0.00 VELOCITY - 307 53K32 32 0.0019' 66.5'5 % i :a 0.00 C=i.40 ._•_ !E23.9 ---.-----.-..-.. 4i5.00 _.....-......_.^. _----- `? -------.-__.._._.._._._.-._.-._....._--------- .''-_ 0.00PT= 63.88 4 3.14(} 23.9: 0.06) VELOCITY = 3.27 -------- 531.32 --------- 0.0019 ------- ------- - 433.94 - 0.86 - ----- -- - 531.32 - --------- - - 69.74 ----- ------------------- CS 3A -------- --------- 0.00 ------- C=•120 --------- ---------- 7.00 ---------- 69.74 -------------------------- QA= O.OOPT= 69.74 21'.) 0,144 ,T35,0 31.00 0.'a0 VELOCITY - 3.2 -------- 531.32 --------- 0.0026 ------- ----- 42.00 0111 .531.3._ ---- ---------- ---------- 69.85 -------------------------- CS 6 . -------- --------- 0.00 ------- 0=10) --------- ---------- 360.00 ---------- 69t 81_; --------------------------- QA= 0.4:101' 1'= 69. U; ,. 12010 i T79.3 79.30 0.00 VELOCITY 1.46 -------- 53K32 --------- 0.0002 ------- --- 439. X30 0,12 ------ -------------------------- 0.00 C=140 ------ 3E35.9 ---------- 33%00 ---- 69.97 QA= O.OOPT-. 69.97 2 12.210 112.73 0.00 VELOCITY - 1.46 -------- 531.32 --------- 0.0002 ------- 5100F. --- Y92.73 - - 0.21 ----------- --------------------------- 5; i . 3 2 ------ ------ - 70.24 CS 7 g V .131 `17?1'7S GL/? C 7o a G /? Q Q D 9 ° Cow.v? cT'ow 7 G1G L - ---- ....._ .. ..........._..__.-... - .--.._._.........-._.... .._....._._.-._.--.- xi ,: . --...--------.- oa. .-.-.--..-.---._...._..._....._-_•----.._._...--..-- 97V-o 0 6 PM C@ 73.9s ??i A X& aecC 19 7- Loo/' Ga.?NEcTia /,/ S cC fl-? G E /Va / S e C- 696C Alo 9 p/FoJFG %E/J `mow AIAIZ 5 yf T?fYI ?LDw hohwJ Goo%' Sc /EAAT/G w,,?fle SuPi°LY Scy?M??G JOE{- NORTHWEST AEROSPACE TRAINING CORP ^„B NO 37-6262 DATE 5121/37 PAGE 4 50.32 V V' 531.32 .00 V SP4CCVCC%5 v v 531.32 A Y L v 431.32 572.75 V 444.43 BOSRCC CCC7?.C000CCCCCCCCCSCCC:. :t',`CCCC.CCCIO 44K41 V 40.43 .00 v A 3k" 531.32 444.43 A 531 :..3 a. A 441 .4i ZOL126 19 3 To f`I HYDRAULIC CALC'UALTION SUMMARY AREA S'T'ART END TOTAL NUMBER SECTION SECTION FLOW i t 7 97_'.7'5 1010021 "/ TOTAL SUPPLY PRESSURE POINT' 9.23 Jule- NORTHWEST AEROSPACE TRAINING CCRP JOB NO 87-6362 DATE 5/21/8PALE 10 .yt:1 *****"d*****I***.'F:F:k*** *yF: **WATER SUPPLY SCHEifATIC:F'K'F? Y F K #X°F?XC:? c;F < F ? k:<.n n R??? ------------------------------------- ! ! STATIC PRES. I ! *C-- 73,000 PSI ! I ! !,. 3 ' ?c o o R L 1 ! C I ' h I R V E PRES. AVAILABLE W. C-•- 7:3„969 PSI SAFETY MARGIN A 3.739 PSI v I SYSTEM DE::MAND--? _.._.._..._.._._._.--_......._w q FLOW AVAILABLE i 472,75 GPM 500 GPM I-IOSE A 1313„65 GPM @ 68.?7P;/ / ---------------- E TOTAL DEMAND 1 V 1 70.230 PSI AT! 1 I f 1 - i 972.75 GPM ----------------- RESIDUAL PRES.23,* ! 71.000 PSI AT D 1250„x]0 GPM / N M 3681.04 GPM ?X / i AT 20.000 PEI I I ,D 1 f I ! .$`-"- iKi90 PSI (ELEVATION) ! 1 -. FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 472..75 GPM INSIDE HOSE 100„00 GPM OUTSIDE HOLE 400,00 GPM TOTAL DEMAND 472.75 GPM • '.? ? Ati ?" ? '.C.- ?'u L9 r is d-'9 b='e ''? Tom.. ? ?' ?' nc a ?i 7ti d_ ? !F?i HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING CORPORATION DATE 5/21/8^7 LOCATION 2600 LONE OAK POINT, EA GAN, MINNESOTA BUILDING CONC DECK STEEL REAMS COL CONC WAL.L..S SYSTEM NO. A3 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 87-6362 CALCULATED BY TOM MILLER DRAWING NO. 1 i CONSTRUCTION 4 )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 10 OCCUPANCY OFFICE S i 4 )!'IFPA 13 ( )1_T.. HAZ. ORD.HAZ.GP.O1 ( )2( )3( );_X. HAZ. Y ! ( )NF!-'A 231 ( )NFPA 2310 FIGURE: CURVE ! (X)OTHER 15/2000 SO 1=T REMOTE PER !.R.I. MINNEAPOLIS T 1( )SPECIFIC RULING MADE BY DATE M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE !DENSITY- GPM 15 (X)WET( )DRY( )'DELUGE( )PRIEACTION' D I AREA PER SPRINKLER is() SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 100 MAKE 'CENTRAL' MODEL "H° S !HOSE ALLOWANCE GPM•-OUTSIDE 400 SIZE 1/2" K'-FACTOR 516 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING i% G IN ! CALCULATION ! GPM REQUIRED 485.47 PEI REQUIRED 66.61 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W ! WA'TIE R FLOW TEST ! PUMP DATA TANK OR RESERVOIR A ! DA T'IE OF TEST ! RATED CAI' 0 I. T !TIME OF TES'T' AT GPM 0 ! ELEV. 0 E !.STATIC (PSI) 79 E:LFV 0 ! R I RESIDUAL (PEI) 7i WELL !FLOW iGPM) 1250 ! ! PROOF FLOW GPM 0 S !ELEV':TION FLOOR LEVEL ! P I-' !LOCATION :o t 12 INCH FIRE WATER MAIN LOOP OF BUILDING I_ !SOURCE OF INFORMATION :PROJECTED FLOWS FROM ENGINEERS Y ! I COMMODITY CLASS LOC=ATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLIID PILED "'. PALLETIZED RACK M ! i ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ( )OPEN 0 ! K ! FLUE SPACING: C!_EARANCE:STORAGE TO CEILING R i ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED: E ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) FS F<!E: F"H-=i01 rEF_ C:rI VIII--lE?'d'' IDMF-LJ1-9 F^ n SS X24 JOE- "NORTHWEST AEROSPACE TRAINING CORP JOE NO 87-6362 DATE 5/21/87 PAGE 12 *%K*%c%K%KX<:K*******:%:K%X`,Kk::K.K******PROJECTED FLOW E;- DENSITY X AREA 0.150 X 2000.0e0 = 300.00 OVERAGE = 0.62 186.00 HACKS - 0.00 7 G - INSIDE HOSES 100.O0 N/LO/v OUTSIDE HOSES 400.00 ?'? 3 ?L R FLOW REQQ FOR SYSTEM = 486.00 f? FLOW AT EASE OF RISER == 586,00 MIN FLOW AT EASE:: OF RIKER = 0.00 TOTAL FLOW 98600 STATIC PRESSURE 79.00 RESIDUAL PRESSURE -= 71.00 RESIDUAL FLOW -- 125%00 FLOW FROM CITY SUPPLY AT 20PSI = 3581 GPM PRESSURE. FROM CURVE I TOTAL. FLOW = 7304 ELEVATION - 0.00 FOOT - 0. NO. DIA ° C ° LENGTH FACTOR + FLOW PF FLOW VELOCITY 1 8.110 140 0>00 O IH H 0.00 0.00 985.00 6.02 ADDITIOINAL. VALVE LOSS, ETC. - 0.00 / /P/qOJ6LTED /10 SAFETY MARGIN = 0 . 00 PRESSURE AVAILABLE FOR SYSTEM = , 3.84 AFT SvP/?LY CONNEG70w S XSS 0Ff /L[ /al?l E., °/S/Z'ooc SL? Fr' ?? C-."?rE z149?W Z `1 I11cr ooj A T VA2 y/rv& -S P19611-v6 1*219X. 130 S 0. rT 6WC/1 JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5121/87 PAGE 13 'A' 3RD FLR RE MOTE M HYDRLC. CAA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE FV *:t;t** NOTES POINT UT LOSSlF LENGTHS TOT. PF PM 15.00 1.104 1E 2.0 1.50 7.17 QA= 0.15 X 100.00'OF. Fr C=120 IT 5.0 7.00 0.00 K.=: 5.600 V = 5.03 i 5100 0.0595 1 _ _________ 850 ____._. .___._._ _.___.___.__._ _._._._._._..l_L._.___ 15,00 7,63 K i= 5<410 Fri l_Y/'/ci?c 117 . Gr kK. Ni..66. 7 _Z Z. 15. 00 1.104 1E 2.0 2.50 7.17 QA= 0.15 X i00.00SQF. L- L C=120 IT 5.0 7.00 0. OO K=: 5.600 V = 5.'03 ---.-._.._._.._.._._- 0 .___- 00 -._. 0.05?? _.._.._._._._.._- -_._. _.._._.._._._.._ 9.50 ......... . ........... 0.57 . .. .. _._. y--- A[ o ---- iS. 00 7.74 K 2= 5.3390 EEr ---..__.__. _..._.__ -._ ... ....... ........._._-._. Aaa T ......._.._.._._..- ....._ Eli ......_..__.._.._-- Pia c A16 /r ._..__.._.....:.._._...._....._...._........._ ._...__........_.__._._..-_.--._._._.._.._.._.__ 15. 00 i.i04 2E 2.0 5.50 7.i7 fi(-= 0.15 X 100.OOSGF. L L C==120 IT 5.0 9.00 0.00 K= 5.600 V = 5.O3 ----------- i5. --- 00 -- 0.0595 ------- ---- ------- 14.50 ------- 0.86 ----------------- / //EQG loco wAXv; --------------------- 15. 00 8.03 K 3= 5.290 /VA /V( 15.00 K104 2E 2O 3.00 7. i7 C=120 Pp IT 5.0 °.00 0.0 i5.00 0.059::; ------------------------ -------- 12.00 ------------ 0.72 ------- i5.00 ------------- 18.00 1.104 0.0834 ----------------- 13.00 -------------------- 18.00 1.104 C=120 18.00 0.0834 ----------------- 13.00 .`_'9 /I/o 1,b QA= 0.15 X 100.00fQF. K= 5.600 V 5.03 /-/-/ el D rcoc.i G K 4= 5.340 ADD / i_ 2.0 i.fo i0.33 QA== 0.15 X 12KOOSQF. IT 5.0 7.00 0 . =.'70 K" 5.600 V - 6. 03 8.55 0.71 11,04 K 5= 5.420 ------------ Q 2.0 2.50 10.33 QA.= O.i5 X 12O.QOSC2'.=. IT 5.0 7.00 0100 K= 5.600 V = 6.03 9.50 0.79 11.12 k 6= 5.400 a(?, %PicRc / 7 4 fbI £ CC JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 67-6362 DAT E 5/21/87 PAGE 14 % ;X % K k k k *Yc Y ? C k Y BLDG 'A' 3RD FLR REMO TE 2 HYDRLC. GA C. EQUIV. PIPE FT P"i REF. FLOW DIA. FITTING FTGS. PE PV kfi NOTES POINT OT LOSN/F LENGTHS TOT. PF PN 16.00 1.104 2E '.'..0 ii.50 10.33 CFA= 0.15 X 120.00SOF. SS C=120 4.00 0.00 K= 5.600 V 6.03 Q.00 0.0334 0.50 1.29 / ?/EA? DLO witiG 18.18 i.452 OE 4.0 0.50 i1.62 ii.6 K= 5.410 P= i1.29 TT C=120 IT 8.0 3.00 0.00 0.33 VELOCITY = 7.00 36. i 8 ----- 0.0799 8150 0.68 1 1 .29 2 H?AOf ?LOI.//.v<, -------- 36.18 12.30 K i0= 10.320 T.T. i /a OD 1,9 46, t //o 16 -------------------- 10.00 1.104 3E 2.0 i7.50 i o ..";3 QA- 0.0 5 X i •?0.00SOF. UU C=120 6.00 0.00 l1 ''" _. 5.!J600 V - 6.03 i8, 00 0.0834 23,50 1.56 gG C?-- _.....----------- ... 13.74 1.452 i0.00 12.29 12.29 K= 5.420 !"'°= 11.95 VV C=120 0.00 0.00 0.34 VELOCITY = 7.11 --------- 36.74 -------- 0.0822 ------- ---------- 10.00 ----------- 0.82 ----- 11.9 ?/l7.f. ?LO??/.v(?--._ 19.29 1.687 %E 4.0 0.50 i3.1i 13.11 K= 5.420 P= 12.67 WW C=120 IT 8.0 8.00 0.00 0.44 VELOCITY = 003 56.03 0.0865 8150 C.7'i 12,67 / ? _.__... --_.._.._ ._._._._.___.._._ ._.._._.._._.__ ._._._._. _. ., ------------------- 13.85 K 1i= 15.060 WWi ---------'- ----.._._._._.. .._...._._._.-A2r r hj.rr/i -Aq r c ..... N0 , 18.00 K104 2'L- 2.0 12.50 1003 LEA= 0.15 X 120,00SQF. GCa C=120 K00 0.00 K= .600 V = 6.03 -...._._._--._._ i8.00 ._-._--._.._._ 0.0834 ....._._.-.._._._. ._._._._._.__._._. 16,50 -._.._. _.._._.._.._._._._.._. 1.58 ._ ..............._._. ._...._.._._. /lff? OL /? .1._......_._._._.._...._..._._.__._._...._-- 1 8.'25 1.452 OE 4.0 8.50 i i .7i i i .7i K- 5.410 P= i i .. T8 RR C'=120 is 6.0 0.00 0.00 0.33 VELOCITY --------- 36.25 ------- 0.0802 -------- ---------- 1 u..5 ----------- ----- z ".. ? faE/aOr ?LUwi?> --------- 36.25 13.03 K 12= 10.040 RRi JOB- NORT HWEST AEROSPACE TRAINING CORP ,1OB NO 37-6362 DATE 5/2037 PAGE i5 ***A******I***** n***I*** BLDG 'A' 3RD FLR REMOTE *2 TO UGr* X **m k******* K**m a***** HYDRLC. GA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***11 NOTES ***** POINT UT LOSS/F LENGTHS TOT. PF PN 13.00 1.104 fE 2.0 2.50 10.3.3 QA= 0.15 X 120.00SQF. AA C=120 iT 5.0 7.00 0.00 K= 5.600 V = 6.03 -- 18.00 - 0.0334 _--.__ ._-_-__-.-- 9.50 .__.._.- -?---_ 0,79 --..-_-. -- ------ - l 667/,7 /-GO r.. /nom -- -------------------- 0,0: 0,00 1.687 - 12.00 fi.12 li.12 K= 0.00 F'- 1i.07 AAi C=120 0.00 0.00 0.05 VELOCITY = 2.55 18.00 0.0105 12.00 0.13 . _ ._..._._. i1.07 -._.._.._.._._.._. _-.-._- ---- ---- -- - 15.11 --- ----.__- 1.687 ------_-. -.-_ -.-_.----°---- 12.00 _.-- _. . 11.25 K= 5.400 P= ii.= BBi C==120 0.00 0.00 VELOCITY = 5.43 36, ii 0.0383 Q20 0.46 -----_.._ .----- .fit Gaw/y(. .... i 8.3'. 2.154 OE 5.0 11.00 11.71 11.71 K= 5.400 P= 11.5-5 CC C420 i Ti 0.0 10.00 0.09 0.16 VELOCITY == 4.79 --------- 54.46 -------- 0.02't9 ------- --------- 100 ---------- 0.52 ----- .-..-..-.. 1 i . 5' _._._.-.._.-._..._ crr??_?, ?c ._._ 0.00 3.260 3.00 1''.23 12.23 K= 0.000 P= 12.20 C=12O 0.00 O.0'9 0.00 VELOCITY = 2.09 54.46 0.0033 8.00 0103 1 , 211 ------.__.._.._.. _._.._..--- -.- •- 54.46 - -•----._.._ .._....._......_._......-... ...-.._._.-.._._.._.-.._._ .._.. Q.26 K 20= 15.550 2 ------- ------- ------- _ Age, --- 00- .------ OAKS -------- w 6 -------- --------------------- ------ i5.00 1.104 2E 2.0 12.50 737 7 QA= 0.15 X i O'O.OOSQI- . DD C==120 4.00 0100 K= 5.600 V = 5.03 55.00 0.0595 16.50 0.98 ----- 15.17 ------ 1.452 ----- 4.00 ---- 8.15 8.15' 1'x= 5.390 P= 7.92 EU C=120 0.00 0.00 0,2Z VELOCITY = 5.84 30J7 00571 4.00 0.23 7.92 _.- -._._ 2 11E12dJ tGDG ? --- 15J7 1.452 i0.00 033 8.38 K= 5. 4 1 0 P= 7.06 FF1 C=i20 0.00 000 0.52 VELOCITY 3.713 45.14 0J214 it).OO 1,21 7.88 `? ? r f /N? C O -------- -------- ------- --------- ---------- --------- ------- v W / _.._..._._. --- 45.34 I .59 K 21= i4.640 GG1 -------- -------- -------. n2 J_._12.?--.6_6_.z . _.... . 13.00 1.104 i'E 2.O 1.50 50.33 QA= O.i5 X 120.00SQF. GG C=120 iT 5.0 7.00 0.00 K= 5.600 `: _ 6.03 i8.00 0.0834 8_50 0.-11 FL w/Nr -------- -------- ---- 47.33 47.33 1.687 12.00 Si.04 ii.04 K= 14.640 F'= 10.45 GGi C==120 0.00 0.70 0.59 VELOCITY = 9.37 65.33 0.1149 12.00 1.33 10.4' E/a?s r4Ow/?G --------- 13.34 5.687 12.00 12.42 12.42 K= 5.420 F'= i1.45 HH C=120 0.00 0.00 0.97 VELOCITY = 12.00 83.67 0. i 81 7 12.00 2. i 8 1 1 .4:5 ,-wc- /aO1' scow/tir, Anxic, wEK:ENI? 1--o- ;X 3c :X *c JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 37-6362 DATE 5/21/87 PAGE 16 $C X Xkc`XM Xw e X X X ? i ? .n ?%: is K RL 7G 'A' 33RD F LR REMOTE t2 TO UG l:n:kY ;? X X:X X;X:n:F X 6?:XYt*? C X X K X HYDRLC. OA DIA. EQUIV. FIFE FT PT REF. FLOW 'C' FITTING FTGS. PE FV NOTES POINT UT LOSS/F LENGTHS TOT. PF FN 20.30 2. 1 54 33.00 14.60 14.60 K= 5.420 P= i4.03 JJ C=120 0.00 0.00 0.57 VELOCITY = 9.15 ----____- -103_97 -0 08 0 8_00 0.66 14.03 ??.?omr?? - 20.57 - _ 2.i54 OE 50 3.00 --.-.- --- 15.26 ----- i 5 .20 - -- -- --- K= 5.410 P= 14.45 KK C=120 1TiO.0 10.00 0.00 0.81 VELOCITY 10.96 --------- 124.54 ------- 0.1153 -------- --------- 13.00 ---------- 1.50 ---------- 14.45 ----- - ._._.._1._._.._._.._._._ 62.99 3.260 10,00 16.76 16.76 K= 1= 550 P= 16.41 3 C=120 0.00 0.00 0.3'3 VELOCITY = 7.20 --------- 587.53 ------- 0.0326 -------- --------- 10.00 ---------- 0.33 ---------- 16.41 ----- - ..l..o...f.E_AO- ??o w-N(I 137.53 17.09 K 22= 45.360 9 4/0 i8.00 '1.1O4 2E 2O 11150 10.33 GA" 0.,i5 X 120.00.SQF, mm C=120 4.00 0.00 K= 5,600 V = 6.03 --------- 13.00 ------- 0.0834 -------- --------- i5.50 --------- 1.29 ----------- ------ 17. - L_. 13.'13 1.452 OE 4.0 6.00 11.62 11.62 K= 5.410 F= 1'1.29 NI". C==1 2O IT 8.0 3.00 0.00 0.33 VELOCITY 7.00 _ --.-.-._... -.- .__36 _i 3 - 0.0799 - --- -...- - ...- -._ ............. 14.00 ....._. ._. K`12 ... ......__. _. _..... _. _. _. 1 i .29 .. _. _..._... G_ow..._ .-.__. '18.57 1.637 2E 4.0 12.50 12,74 i2.74 K= 5.290 P= 1232 NMI C=120 3.00 0.00 0.42 VELOCITY = 7.35 54.75 ----- &0229 ------ 20.50 ----- K70 ---- 12.3'_ '' ----- 3EofL r. 's- --- 57.11 2.154 4.00 14.44 1044 K= 15.330 F'= 13.79 RRI 0=120 0.00 0.00 0.65 VELOCITY = 9.84 --------- i i 1 36 ------- 0 0345 -------- --------- 4.00 --------- 13 ----------- 13.7? ----- - 38.ii 2.154 9.00 14.82 i4.82 K= 10.320 P= '11.64 TTi C=120 000 0.00 1.18 VELOCITY = '13.19 149.97 ------ 0.1626 ------ 9100 ---- K46 ---- 13.64 ----- ? ?J ?r { LOL?/Nl 58.83 2,635 12.50 16.23 '16.28 K= 15.060 P= 15.26 WWI C020 0.00 0.00 1.02 VELOCITY = 12.27 ------ - -- --03 _80 -0.1124 - ------..._•-• `I Z 50 -.-•-•------ 1.41 15.26 // L/C Ad Lati,/N<, 21.98 2.635 12.00 17.69 17.69 K= 5.420 r-= 16.45 XX C==120 0.00 0.00 1.24 VELOCITY = 13.57 230.73 0.1353 Q.00 1.62 16.45 Fc 0 w/n 22.87 2.635 8.00 19.31 19.31 K= 5.420 P= 17.81 YY C==120 0.00 0.00 1.50 VELOCITY = 14.91 _53_65 -0_1--- _---8_00 1.29 17.8'1 J7 C ?f rLUw.?C 23.46 2.635 OE 6.0 3.00 20.60 20.60 K= 5.410 P= 18.81 ZZ C=120 Q12.0 12.00 0.00 1.79 VELOCITY = 16.29 --------- -_77 _i 1 G.'1893 Q. . oo 9.35 1 s. 81 / y 1161-7Dp_ f? o w7, r, Ac X A< 4K % X 9'h.T i AE;- 19U i ED 11 af^o d T E:. J F'F<T d'AK{I.- =FL Cc) a Ac AW *c lv_ JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/21/87 PAGE 17 %?.1 K i?Xcyc k;F Y ?Y f:d k m X KXcYtS i LDG 'A' 3RD FLF, REMOTE t TO UG F;? c; >X ?? %?"d Y???•"x:K % K? ti K** HYDRLC. QA DIA. EOUIV. PIPE PT PT REF. FLOW *Co FITTING FTGS. PE PV *yFk ?c NOTE S POINT QT LOSS/ F LENGTHS TOT. PF FN 308.36 3.260 OE 7.0 50.50 23.45 23.45 K= 45.360 P= 71.10 9 C=120 1T15.0 15.00 0.00 2.31 VELOCITY = 18.65 485.47 0.1899 65.50 12.44 21 .1() ? i//?? ?f ?LOG?/NJ 0.00 3.068 1.00 35.89 35.89 K= 0.000 P= 32.89 4 C=120 10.00 0.00 3.00 VELOCITY = 21.06 485.47 0,2553 10.OOF. 11.00 2.81 32.89 ._.__... _. .__. . -----.---- ------- 0.00 ---._._....._._ 3.260 ._._.._.__.--._.__ iE 7.0 .._--._--.--. 3.00 _._........._._._._.__. 38.70 _._ 38.70 K= 0.000 P= 36.35 5 C=120 175.0 22.00 0.00 2.31 VELOCITY = 18.65 485.47 03899 25.00 4.75 36.35 -- ------- ------- 0 , 00 - ---.._._._' .. 0 340 ---._.._ - -..-......_.-. _.._.__._......_ -- 6.00 - -.._.-- .- - - 43.45 43.45 K= 0.000 P= 43.29 6 C=i20 Koo 0.00 0.16 VELOCITY 4.93 485.47 0.0074 6..00 0.04 43.29 --------.-- --.--.---- -------- -.-- --- -•-•- -.-..-------. _.._..------._._ ._.....-.- - -•- /NSi/JE -__......-•-.-- ---- -- - --.---- 100.00 6.340 166.00 43.49 Haase QA= 100.0 PT= 43.49 HSV1 C=120 302.00 13.19 ra00Ei7 VELOCITY = 5.94 585,47 0.0105 302,00F. 46800 4.93 WS = I-QR Hl, OF 41.91 585.47 6&61 K 23= 71.740 BOSfi --- ._._. _. _. _...___... _.._ R e Q uyl e 1?.....?L.. =.'f._ _..........-- .--- _.-.---- SEA ??tG e I O IO C-On/%/NU 4 1 Z/,u e ? RoH n/D /v Sh /?i°LY in AK A :3c `bd X K T ri C;. uf!n i_7 -r Cl M ,H-, -r S C? ? F" F-Z T 0`1!< ? . E-: I-•i 1-- 0 _ xc *c 3c loc JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/21/87 PAGE 58 M K kA :t:i Yt c* K* XY? is F :c K •- - BI_DG 'A' 3RD FLR REMOTE *2 THRU** ; ************:%:X: ***** HYDF:LC. C. .- 7A -EQUIV. -- -- PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES Md".hY*1r POINT OT LOSS/F LENGTHS TOT. PF PN -538.i6 C=140 95.00 67.10 QA= 538.16PT= 67.10 5 8.140 0.00 0.00 VELOCITY = 3.32 -538.16-00020 95.00 -0.59 -------- ---------------- 400.01 C=140 --------- iE23.9 --------- i1O.oo -------- 66.11 ------- _. .. ..__.r ?W AF OA,: 400.01PT= 66.91 6 1O.•U 8. ?..94 2~ 0.00 0015//fC VELOCITY -• .35 -138.i5-0.0001 ...-__- -_ i33.94 _......_._....._._.__. 0.02 _.______._. . //0 JJ5, .....- _.-.- -_._.._-.-.___.-..-..___-_-._..._.-___ -138.15 ry 66.3; CS 1 7 DO,SR 8 SPAS 3 9 50 i5 11 5 ---_._.__._.._-. _.__--_ - GOw S ?G?T1 ___ __ _ 585.47 C=140 70n00 661 U, _ QA= `:85.4/1 T= 66.65 8.140 iT46.5 50.55 0.00 VELOCITY =. 3.61 535.47 0.0023 4.OOF. 120.55 0.28 5?/IF/K6cR/n/Si/JE ---------- ----------------- ---------- ----------- ----- -138. i6 C=140 i E'23.9 230.00 66.89 OA== -i 38. i 6P'T'= 66.39 8.140 23.94 0.00 VELOCITY = 2.76 447.35 -_.._--__._.__ 0.0014 5.00!=. -_._...._.._._.----._._._._-- 253.94 --.--._._..___- 0.37 .---._.._.._._._..__.._.. .._..._._.-----_------( _..__..____ 447.31 67.26 CE 2 ------------------- 0.00 C=540 6.060 0.00 0.0000 -------------------- 447.31 C::=5 40 8.5.30 447.31 0.004 0.00 C=140 B.14O q.47.3i 0.004 0.00 447.31 447.31 iT39.9 4.00[=. 5T46.2 5..OO . C•-540 2E23.9 8.140 0.0014 --------------- O,A= 0.00PT= 67.26 VELOCITY = 0 --------------------- OA= 4-47.0 PT= 67.26 VELOCITY = 2.76 OA= O.OOPT= 67.35 VELOCITY = 2.76 -------------------- OA= O.OOPT= 6703 VELOCITY = 2.76 CS 3 510.00 67.26 43.90 0.00 153.90 0.00 35.00 67.26 0.00 0.00 :3:5.00 0,0'.5 310.00 67.31 5i .55 0.00 361 .55 --------- 0.52 ------------ 460.00 67.33 47.88 0.00 507.83 --------- 0.72 ------------ 63.55 ----------------------------------------------- 0.00 C=12O 7.00 68.55 3.140 57350 35.00 0.00 447.31 0.0018 42.00 0.08 ---------------------------------------- 447.31 63.63 OA= K OOPT= 68.55 VELOCITY = 2.76 ----------------------- CS 4 --•------------ ------------ JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/21/87 PAGE 19 Ecyc X t yY6X[ X %? tic c X F F°<w Xi?LDG 'A' 3RD FLR REMOTE t2 TH8 1°{ F:F?"d X:d K:r ? d XW X? n k?Xt? K??Ck HYDRLC. ClA C. EQUIV. FIFE FT PT REF. FLOW DIA. FITTING FTGE. FE PV :B>r : xx No TEE Ncaex :x POINT UT LOSS/F LENGTHS TOT. PF FN 0.00 C=14O 110.00 67.10 QA= 0.OOPT= 67.10 SP4 6.030 iT39.9 43.90 0.00 VELOCITY = 0 0.00 0.0000 4.00F. 153.90 0.00 538..16 C=140 20.t}r} _ - 67.10 - Y - ---- 11A=-533.16PT= 67.10 5 8.140 4 T46.5 46.55 0.00 VELOCITY = 3.32 538.16 0.0020 66,55 0.13 0.00 C=14(- ' i E23. 9 41 5.00 67..24 - ' _ . 0 A-_.._ --O.OOP'T' = -67.24 4 8.140 23.94 0.00 VELOCITY = 3.32 538.16 0A020 438.94 018S 538.i6 68. i2 CIE 5 3A 0.00 C=120 7.00 68.12 GA= 0.00PT= 68.12 3A S. i 40 1'T"--5.0 31 .00 0.00 VELOCITY = 3.32 538.16 0.,00-26 42.00 0.11 538. 16 68.23 't' x 3 0.00 C=140 360.00 68.2 (70.OOPT= 68.23 3 12.210 1T717.8 7,,. SO 0.98 VELOCITY = i.47 538.10 0.0002 43?.80 0.12 0.00 C:=i 40 3F_'3: ,9 880.. 00 62.35 >ZA== O.OOPT= 50.35 2 12.2iO 112.73 0.00 VELOCITY = 1.47 5'38.16 0.0002 ? .001- 902.73 0.28 538.i6 60.63 CS 7 1 Ny7, 3 / 63 98D GPM 0 7' 3 dy PS/ rROJ?Cy?/' 67v9/Lft/?LE j?o? SEL 496& 12 PROJ??TC-/7 ?or/ ?vAicA / S E Flow Y6, S EC' 1" 96 E ai w& rE 4 AerZ Y a:9 d 4ti? A^7 ^n?7??1fiSJ'N?f +u .mss a "? 1`f3 ?"--Fti 1-- *C JOEL- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5.21/67 PAGE 20 533.16 ----- 533.16 V Y 533.16 .00 V V V 533.16 V 6 V ?33.15 585,47 V 447.31 ftOS(if.{aCr{:7CCCt:CC:C:CI:CC;:CC:c',C?C<?9rC ?Ct-rC<,:LC:r000? 0 447.0 V 44701 .00 V K5 538.16 44701 A 532 , 1 6 ^ 2<.:??C:C:CCC:C:<:CC:<:C'C::C<C{iCC:CC-C:CCc:t:C?<..CCC:CCCCCC:::CC:C:C.rC.CC<:CCiii::?? f 447.31 &JILD/NG R 3 GC 00A RE- In a m- X, Z HYDRAULIC CALCUALTION SUMMARY AREA START END TOTAL TOTAL SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 1 7 985.47 63.62 1 acAc_"cl< NV 3= 9 3 r4IS ehLJ17 =akl w&^a-r T ?-- 0 F'!R X MK2_E: R: 00- Wlc JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/21/87 PAGE 21 X;F?c"/ X;c=t"<XXt k:6 k F d;?; s"c X:c X DWG 7cR SUPPLY SCHE ?ATI Cwn*°PYd?M%c ;e. X c 6 X c:?xc.°t K d* ----------------------- -----------•----------------------------------- ! ! STATIC PEES. ! *C-- 79.000 PSI U LOG dI ! P P L Y C ! U V ! E: PRES. AVAILABLE C-- 73847 PSI SAFETY MARGIN ^ , ! .'227 PSI v ! SYSTEM DEMAND--D -------------- * ? C.-•- FLOW AVAILABLE 485.47 GPM i :500 GPM HOSE ^ 1438.96 GPM L? 66G/ PS/ J ---------------- f E ! TQTc.',!- DEMAND ! v 68620 PEI ATI f R 1 985.47 GPM / U ----------------- I C RESIDUAL PRES.-;:K f 71,000 PEI AT 1 / D 1250.00 GPM ! 1! J h ! f 1 2681.04 GPM X< / E AT 20.000 PEI i ! ;*C-- 18.190 PSI (ELEVATION) r i ------ -------.----.------.-------- t FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 485.47 GPM INSIDE HOSE 100.00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 985.47 GPM -^k: W. :'4c 't,,t' 1 K X N, GI d h 4l A 1! fi a 'lf 9? " R ?: E ril R< R_ !E Fz C R?a - *c :*c w *c JOB- NORTHWEST AEROSF'ALE TRAINING CORP JOB NO 87-6362 DATE 5121187 raJjE?.TA C/?LCuLAT/o.,/5 fo2 XT;eoIZ4 M 5 -10le SP?P//v/1L??1 In G?S /Hoj Z1V19 ?L40/Z PAG E'S 7G T 77 ®.s/ AOf S;rx7lG Loss I?NL? 2/ ooj / ?,3 2 IIoa/rlOAIAL opl,6?5- HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING CORPORATION DATE- 5/22/87 LOCATION 2600 LONE OAK POINT, EAGAN, MINNESOTA BUILDING CONC DECK STEEL BEAMS COL CONC WALLS SYSTEM NO. A3,B3,C3 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 87-6362 CALCULATED BY TOM MILLER DRAWING NO, 12 CONSTRUCTION;( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 10 OCCUPANCY OFFICE S it )NFP,A 13 ( )'LT. HA+Z. ORD.HAZ.GP.( )1( )2( )3( )EX. HAZ. Y !( )NFPA 231 ( )NFPA 231C FIGURE CURVE S !(X)OTHER .15;2009 SO FT REMOTE PER 1.R,I. MTiNNEAPO1_I.S T 1( )SPECIFIC RULING Mr-DE BY DATE M !AREA OF SPRINKLE! OPERATION 2000 SYSTEM TYPE !DENSITY- GPM i (X)WEr( )DRY( )DE!..UGEf )PREAC TI.ON D I AREA PER SPRINKLER 10) SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 100 MAKE 'CENTRAL' MODEL "H` S !HOSE ALLOWANCE GPM-OUTSIDE 400 SIZE 1!2" K-FAC'T'OR 5.6 I !RACK SPRINKLER ALL.Oh4ANCE. 0 TEMPERATURE RATING 1 63 G IN ! CALCULATION ! GPM REQUIRED 507.!5 PST. REQUIRED 66.7$ AT BASE OF RISER S'i_li'fii'ARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST i PUMP DATA TANK OR RESERVOIR A !DATE OF TEST ! RATED CAI=' 0 ! CAP. 0 T !TIME OF TES'T' ! AT GPM 0 ! ELEV. 0 iE !STATIC (PSI) 79 ! ELEV 0 ! R !RESIDUAL (PEI) 71 ! WELL I FLOW (GPM) 1 250 ! PRonF FLOW GPM 0 S !ELEVATION FLOOR LEVEL ! ! F P !LOCATION :8 & 12 INCH FIRE WATER MAIN LOOP OF BUILDING L !SOURCE OF INFORMATION :PROJECTED FLOWS FROM ENGINEERS Y ! COMMODITY CLAKS, LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:EOLID PILED Y. PALLETIZED "l. RACK M ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULA'T'ED S ! A ! ( )MULTIPLE ROW ( )OPEN 0 ! K ! FLUE SPACING. CLEARAINCE:ETORAGE TO CEILING R ! LONGITUDINAL TRANSVERSE G ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PEI) W. ??C7kYC?:?kMaY%X;kX:K:k:k?k;Y%k",F??YCXC59:;Tt:X1Y.,Y r%k:k%K%X>X:kiX7X:iY?k.:n"YC%M.I::XArXCl'C:$XCYSM%X;;C5t5S%XMXcnYYd>k:k>kM?,C%FM:K:icXc•1't>X>k%X:MM%X:k:'X ]F31 lz;? HEE F"F EDTEn i? TI[ ED II^9--EN "Y ED ED IM F"U-FEF= 1G, FE ;? :E Er V9 JOB- NORTHWEST AEROSPACE TRAINING CORP JOB 140 87-6362 Dr^TF_ 5/22/87 PAGE 24 * X*aeye ?eXC X { ,:?C X>XYc X t%X?C ?r:x ? ?K*PROJECTE.D FLOW AV: I!_r1El._F_ X:XMa?:x c ,;;X:K X+ X ;'c:X:X:X:;< X „:K:;;:X}X i= 0F - NnFZ-F HW1= .S Y r-h IE:I;.4J ? A0:? IE T- .=c Al Irl -.:E IN F, DENSITY X AREA 0.150 X 2000.00 = 300100 OVEIii"GE = 0.70 = 210.00 RACKS = 0.00 INSIDE HOSES - 100.00 tjL OUTSIDE HOSES 400.00 a2 3 f 09 1=LOW REO'D FOR SYSTEM = 510.00 FLOW AT BASE OF R:LSE_ra = 610,.00 )Td-: /roTr' vD'/ MIN FLOW AT BASE OF RISER -• t).00 'T'OTAL. FLOW = 1010.00 STATIC PRESSURE - 79.00 RESIDUAL PRESSURE = 71.00 RESIDt.JAl FLOW = 1250.00 1=LOW F'IRO-ROM CITY SUPPLY AT 'OF', .T. = 3081 GPM PRESEURE FROM CURVE @ TOTAL FLOW = 73.60) E'LE:'%"ATI014 - 0.00 FOOT = 0. NO. DIA "C" LENGTH FACTOR + FI._OW P1= FLOW VELOCI'T'Y 1 8.140 140 0,00 0 IH H 0.00 0.00 1010.00 6.22 ADDITIONAL VALVE LOSE, ET C., = 0.00 P/1oPoJt/7 ?/?AiG6+/?c[ SAFETY TSAFETY PSARGII4 0.00 PRESSURE AVAILABLE FOR SYSTEM = 7:3.60 j Su PPG r LpOP n 5X17E- In P S/G/1/ 1-22EA ®`I'/LC L?RE?3 /f 12,ooo Re Al 1) 7-E7 -27 A7- V ofYi vl, S??JG?,vG l /nAX / M u,k, S ?'iIC?NG 13o SQ,FT. On '.c 4< V g K i rl CS t8 U 1- ED It A, V 3: o- v F' FL X 9-4 K L- °E. IF'< C 0 r DX Ac 4cJOB- NORTHWEST AEROSPACE TRAINING CORP J03 NO 87-6362 Di-`i'T'E 5/22/87 PAGE 25 > %? % k*:kXC k k* K K x cNt k Xt kBLDG 'B' 3RD F LR REMOTE 1 AF?N?'? K?F.d?:kx Y k t?Yd???xc?*? X? K?kc HYDRLC. QA °C° EtQuiv. PIPE FT PT REF. FLOW DIA. FITTING FTGS, FE PV *A*** NOTES POINT 7T LOSS/F LENGTHS TOT. Pr PN 15.00 1.iO4 iE 2.0 1,50 7.17 RA= 0.15 X 100.00EOF. e C=120 IT 4.0 6.00 0.00 K= 5.600 V = 5.03 55.00 0.0595 7.50 0.45 ------------------------------------------------------------------------------- 1 5.00 7.62 // K i= 5.430 1111,1614 L ? ------ --------'----'--.._------ _......_? _ 15.00 i.i04 IE 2.0 2.00 7.i7 QA= 035 X 10O.OOSQF. C=120 IT 4.0 6.00 0.00 K= 5.600 V 5.03 15.00 0.0595 8.00 0.48 ------------------------------------------------------------------------------- 15.00 7.65 K 2" 5.420 _._._. 15.00 1.104 2E 2.0 9150 7.17 QA= 0.0 X iOO.OOSUF. C=120 4.00 O.0(-) K= 5.600 V = 5.03 13.00 0.0595 13.50 0.80 ------- ----------------------------------------------------------------------- n i 5.00 7.97 K 3= 5.00 69 6 c- 410 15.00 1.104 2E 2.0 3,00 7.17 QA= 0.15 X 100.0010F. f? C=120 IT 4.0 8.00 0.00 K= 5.600 V = 5.03 15.00 0.0595 i1.00 0.66 -------- ----------------------------------------------------------------------- Q 15-00 7.83 K 4= 5.360 itl --_.__._._._.._.._-----_---..- .._._.._-------.._.._._--_T.-.... ---..--- ------- ------..-.....__._._._.._._.__.__---.- 16.80 1.104 iE 2.O 2.00 9.00 tQA 0.15 X 112.0010F. S C=122 IT 4.0 6.00 0400 K= 5.600 V 5.63 16.80 0.0734 8.00 0.59 -------------------------------------------------------------------------------- 16.80 9.59 K 5= 5.430 S/ -----------------------------12------- - - .- - -.-- ?fl f-- 0---2-?-- ___ _ _----- T 18.00 i.104 1E 2.O i.50 10.33 (1A= 0.15 X 120.00SOF, / C=120 IT 4.0 6.00 0.00 K= 5.600 V = 6.03 18.00 0.0834 7.50 0.63 ------- ---------------------------------------------------------------------- 18.00 10.96 K 6= 5.440 J -------ADD ----A -r ----- '0 E AJ6 ;-?----------------- --------------- 19.50 1.104 iE 2.0 i.50 12.13 @A= O.i5 X 130.00SOF. 6,6 C=120 IT 4.0 6.00 0.00 K= 5.600 V = 6.53 19.50 0.0968 MO 0.73 AlICA4, v3 KX N u9 S?Gt ?n ? v ^? 9 8?ti3_ Fi 1--0_ 3cVcAcW JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/22/37 PAGE 26 ?c 6* * t*%tXt C F"? c KYC Y"F YF tBLDG Q' ZRD F LR REMOTE V ARC F* X?? x X t Y°d????ttl "? ! >k K X"G"t K X ? HYDRLC. LEA DIA. EQUIV. PIP PT PT - REF. FLOW 'C" FITTING FTGS. PE PV yt.tYt?YK NOTES ?cltk:#kc POINT OT LOSSiF LENGTHS TOT. PF PN i9.50 1 2. 86 K 7= 5.440 Bet -- --------•------------p-?---- ?--- -- -'l? -----• - ------•----------- i 9.50 K104 i'c 2.0 4.00 Q .Q QA= 0.15 X 1 30.OOSQF. U C=120 iT 4.0 6.00 0.00 K=: 5.600 V = 6.53 19.50 0.0968 10.00 0.97 _._..._ -._._.-.---------------------.-•.----.-----------------• ?1 19. SO 1 i0 K 8= 5.390 --- _._._...._._-..-._._-.-.-- --- _._ /JD _.__A T --. ?1/........_ ?9 _ F...../? .................... WAe=c3c "tea 9,31 3'"4 ? rc=w?A17 ED bi 1%IFT C:,- : F, r: fi7?+ L?W:z ?E ? xcac 4c :*c JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-5362 DATE 5/22/87 PAGE 27 c:* X.k Sc yc? XM ?"d:< ? X X"? KaY K F.tLDG 'B' 3RD FLR REMOTE #i HYDRLC. GA C. EQUIV. PIPE FT F; REF. FLOW DIA. FITTING FTGS. PE Pv NOTES POINT QT LOSS/F LENGTHS TOT. PF PN 15.80 1.104 IE 2O 2.00 9.00 QA= 0.i5 X 112.00.:UF. .- C=12O IT 4.0 5.00 0.00 K= 5.600 V = 5.53 15.30 0.0734 8100 0.54 0.00 1.537 800 9.59 9.59 K= 0..000 P= 9.55 Zi C=120 0.00 0..00 0,04 VELOCITY = 2.41 1500 0.0093 - 3.00 0.07 9.55 -__ _ - ------- 16.86 -------- 2.154 -----__----- --'-__- 3.00 ---__-...___.___ 9.66 __._..__.-' 9.55 •-•-•-.______----------- K= 5.430 P= 9.64 Y C=120 0.00 0.00 0.02 VELOCITY = 1.52 33.55 ----- 0.0020 8.00 0.02 9.54 2 .Q4 OE 5.0 2.00 9168 9.63 K= _.430 P:= 9.55 X C=120 i Ti O.0 i 0.0(} 0.00 O. 1 3 VELOCITY = 4.43 50.44 0.0216 12.00 0.26 9.55 50.44 9.94 K iO= l5.9y 3 15.00 1.104 iE 2.O 100 7.17 QA= 0.15 X 100.00SQF. M C=120 IT 4.0 6.00 0.0k} K= 5.600 V = 5.03 _.-•- -_.___. 15.00 _--------- 0.0595 --••___......_... - . _.._---'- -. 700 ......_._ 0.45 ..__._....._.....__...._.. .__'--'-- dw/NG_ --._.-._'----- -------- 0.00 1.452 -. _ . - _._.-.... 8.00 7.62 7.62 K= 0.000 P= 705 MT C=120 0.00 O.OO 0.06 VELOCITY = 2.90 15.00 0.0156 8.00 0.13 7.55 15.12 1.587 _ OE 4.O 1.50 7.75 K= 5.430 P= 7.75 N C=120 IT &0 8.00 0.00 VELOCITY = 4.32 30.12 ----- 0.0274 ------ 900 ---- 0,26 ---- Avywon-A _0 ------ 30.12 8.01 K 11" 10.540 1500 1.104 iE 2.0 3.50 7.17 QA= 0.15 X i00.00SQF. J C=120 IT 4.O 5.00 0.00 K= 5.500 V = 5.03 15.00 0.0595 9.50 0.57 / -- J?A eA-, n/(f _ -------- -------•- 0.00 ----•----- 1.587 ----------._. --•----- 6.00 •-• •--.----- 7.74 - 7.74 K= 0.000 P= 7.71 Ji C=120 0.00 0.x-30 0.03 VELOCITY = 235 i5.00 0.0075 6.00 0.05 7.71 __._._.____ __- 15n11 ------ 2.154 154 ---------.__ __.____._ 8.00 _____.____ 7.79 ____ - 7.79 -_.__ K= 5.430 P= 7.74 Ki C=i20 0.00 0.00 0.05 VELOCITY = 2.54 -------- ---30_11 o`0733 .--_ - ---- _-a oo- _ -?,o?_-... - 7`?a- ?Ol 1,6v111 NG 15.12 2.154 OE 50 1.50 7.86 7.86 K= 5.430 P= 7.75 L C=120 1T10.0 10.00 0.00 0.11 VELOCITY = 3.93 45.23 0_077 i 1 .50 0.20 7.75 3 lj?A?J ?C 0- MAI.rl Sc A C .Ipc::rycc qr 3 2, R o" n ?t 3 *y g Iv i F^ 3 9^ 19? L. 9? C ?3 _ :*c Yfc -K :c JOLT- NORT HWEST A EROSPACE TRAINING CORP JOB NO 67-6362 DAT E 5/22/37 PAGE 23 **& ** x BLDG Q' 3RD FLR REMO TE *1 BI;C4L XY6:F^t X Y X XntXc*."ckc:F X XXcXCXc K* HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FIGS. PE PV NOTES %>XktXC X POINT QT LOSS/F LENGTHS TOT. PF PN 45.23 8.06 K 12= 15.930 1 ------------ ------- -------- ---- 19 zing /Uo_ 30. ___------------- 1'5.00 1.104 IE 2.0 1.50 7.17 QA= 0.15 x IOO.OOSOF. AA C=120 IT 4.0 6.00 0.00 K= 5.600 V = 5.03 --- - ---- - 1500 _0 -0595 ---- O. 4.: 0.00 1.452 8.00 7.62 7.62 K= 0.000 P= 7.56 AAi C=120 0.00 0.30 0.,06 VELOCITY = 2.90 1500 0.0156 8.00 0.13 7.56 1'_5.00 --------- 7.7i K 13= 5.390 BB I --•----- ----------- ------• ---- --11 yl A Ow- ------' - - 19,50 1.104 iE 2.0 1.50 12.13 QA= 0.15 X 130.OOSQF. BB C=120 IT 4.O 6.00 0,00 K= 5.600 V = 6.53 --•----- 19.50 -.°------- 0.0968 ------ - 7.50 --- 0,73 -- - --/?Efl/7 F -- 19.04 1.452 10.00 12.86 12.86 K= 5.390 P= 12.48 BBI C=12(.) 0,00 000 0.38 VELOCITY = 7.46 -38_54 0.0899 10.00 __ 0.90 . 12.43 19.33 1.68'-7 600 13.76 13.76 K== 5.440 P= 13.29 CC C=120 0.00 0.00 0.47 VELOCITY = 8.37 _ ---53_37 0.0933 000 _ --O^56 .. 13.29 3 /?cfl/JlF_a?.i.?G_ - 20.32 2. 1 54 OE 5.0 5.00 14.32 14.32 K= 5.430 P= 14.00 DD C=120 IT1O.O 10.00 0.00 0.32 VELOCITY = 602 --'-.-___ 78.69 __..-. -•--- - 0.0493 ----._._.._ -----•-••-.---- 15.00 ._.._..-._.._...._---- 0.74 ._ ---.__........ 14.00 _.-.__.... E A _ ._._!a 73.69 15.06 K 14= 20030 4 15.00 1.104 2E 2.0 11.00 7.17 QA= 0.15 X 100.OOSQF. F C=120 4.00 0.00 K= :5.600 V = 5.03 ------- ---- 15_00_ 0_0595- --------- - 15_OO - 0.89 Old/? E?? / 15.42 1.104 2E 2.0 - --- 6.50 -- --- 3.06 ----- _ -- -- K= 5.430 P= 8.06 G1 C=120 4.00 0.00 VELOCITY = 10.19 ------- 30.4 --.------- 0.2204 ------- ---------- 10.50 -------- --- 201 - --- ----- ?- /-/ c-4vi GGU _/N! -----1'--? 30.4' 10.37 K 15= 9.450 H1 ------- --------- ------- --AN!- j --=yam - --®?G /v_d z 9 .---- -'---------- 19.50 1004 iE 2.0 100 12.13 QA= 0.15 X 130.00SQF. H C=120 IT 4.0 6.00 0.00 K= 5.600 V = 6.53 19.50 0.0968 7.50 0.73 JOB-- NORT HWEST AEROSPACE TRAINING CORP JCS NO 37-6362 DAT E 5/22/87 PAGE 29 ?KcXc YP?YFM" X XYFN X;X* k*c ELDG 'B' 3RD Fi_R REMO'T'E f f E?RCii!_"FX? X>X.X X? Yc d*?? X;X?c 6 k?"F Y d? KX? HYDRLC. GA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE PV NOTES *??*>X POINT QT LOSS/F LENGTHS TOT. PF PN 33.37 1.687 OE 40 20..00 12.06 1206 K= 9.450 P- 12.47 1-11 C=120 iT 6,0 8.00 0.00 0.39 VELOCITY 7.58 --- 52.87 0.0777 --------------- --------- 2&00 -._--.__--- 2. 1 -.-.----.__ 12.47 --__•--__.- 3 1,1t- -,F- Qc_,%?.6 -- -------__- 52.87 15..04 K 16= 13.630 2f2__/2/ Z.._._. A?-. 6 3 A r: RI Si Ti Ui W 3 15.00 1.104 iE 2.0 8.00 7.i7 QA= 0.15 x i00.00SQF. C=120 iT 4.0 6.00 000 K= 5.600 V =• 5.03 15.00 -----..-----.-- 0,0595 -----------.._.__._._._._... i4.00 ._-.----- 0.23 .-..._.....-_._?_. -------._._...... / .._...-- ------._----•------ 30.18 1..104 6.00 2.00 K= i0.670 P= 8.00 0=120 0.00 0.00 VELOCITY = 15113 45.i8 0.4581 6 00 2.75 17.35 1.687 8.00 10.75 10.75 K= 5.430 P= 10.21 C=120 0.00 O.oo 0.54 VELOCITY = 8.97 62.53 --- 9.1060 8100 ---- _ 0.85 ....._ i001 y Lie-,4/J.T 18.53 1.687 i2..00 11.60 K= 5.440 P= 11.60 C020 0.00 0.00 VELOCITY = 11.63 31.06 O.i7i3 12.00 2,06 - VA I?_ 19.9'2 2.154 12,50 13.66 K= 5090 P= 13.66 C=12(-) 0.00 KOO VELOCITY = 8.88 10&98 0.0782 000 0.913 20.19 2.154 OE 5.0 5.44 14.64 14.64 K= 5.420 P= 13.87 C=00 100.O 10.00 0,00 0.77 VELOCITY = 10.66 121.17 O.iO96 15.44 1.69 13.87 7/ICAO? lc pw iit.r, _ 121.17 _ 16.33 K 17= 29.980 ;- ?/?f1 ' .9rE 3a No ----------- _ ------- _ - - _.. - _ _ __-.---------------- *C Ac Ac At %V $ K, X ri r? to u U v ED hl 4AS -r M 1-- .9 r=" it-u. T N, K 9 = i^i 0 ID ? -x Ac Ix ac JOB- NORT HWEST AEROSPACE TRAINING CORP JOLT NO 87-6362 DATE 5%22/37 PAGE 30 1cncYd:kffic fikcMM tkXc."a;c:dk? k k kkC:KYd%cYd k $LDG 'B' 3RD F-R REMOTE 41 TO UG?d? n ?? n k X??m;dnYYd? k ??X<XC k?? HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DI& FITTING FTGS. PE PV a1:i :kX? k NOTES X? K k k POINT UT LOSS/F LENGTHS TOT. Pi= PN 15.00 1.104 2E 2.0 8.50 7.17 QA= 0.15 X 100.OOSOF. A C:=120 4.00 0.00 K- 5.600 V = 5.03 ---- --15_00 0.0595- -------- ----12 50_- ---0_74 15..24 1.452 8.00 7.91 K= 5.420 P= 7.91 B1 C:=120 0.00 0.00 VELOCITY :- 5.85 --------- 30.24 -------- ().0574 ------- --------- 8.00 --•--•--....---•- 0.46 -----•------ ------ ?- ---OI i5.71 1.452 11.00 8,37 K= 5.430 P= 8.37 C C=12O 0.00 0.00 VELOCITY = 809 --------- 4505 -------- 0.1244 ------- -------- 11.00 ----------- 1.37 ----- U.47 1.687 9.50 M4 9.74 K'= 5.430 P= 9.20 D C:=120 0.00 0.00 0.54 VELOCITY = 8.95 62..42 }.1056 ` 9.50 1.00 9..20 V yC?/Jr S L9 -- --- - -- ------... .-------- °---------- -------.---- --- -•-- ._ •---° --- '--- 62.42 10.74 K 18= 19.050 El ----•-•---------- 19.50 i.104 iE 2.0 4.00 12.13 QA= 0.15 X 130.00SQF. E C=120 IT 4.0 6.00 0.00 K= 5.600 V = 6.53 -------- ---19_5c0 0,0968 10.00 ... _ 0.97 y'/CFA/' ?? ?( 66.21 1.687 OE. 4.0 7.00 13.10 13.10 K= 19.050 P= 12.08 E1 C020 IT 8.0 8.o0 0.00 i.02 VELOCITY = 12.29 85.71 O. i 899 15 .00 :135 12.00 S /?EA?! -?LO Zvi!./y 63.18 3.260 101.00 15.95 15.95 K= 15.930 P= 15.73 1 C=120 K oo 0.00 0.22 VELOCITY = 5.72 148.89 0.0213 10.00 0,21 i5.73 I FLOa./nN(l ???. ' -------•- -------- 95.'."•4 ------- 3.260 ___------ ------------ 6.00 ------.._----- 16.16 -----. 16.16 ---- --° K:=• 24.27() P= 15.56 2 C=12O 0.00 0,00 0.60 VELOCITY 9.39 244.63 0,0534 6..00 0.32 15.56 13 Z/??,vf -------.- --------- 176.35 ------- 3.260 --------- 2E 7.0 ----------- 15.00 ------------ 16.48 --- 16.48 K= 45.980 P= 14.71 3 C:=12(-) 14.00 0.00 1.77 VELOCITY = 16.17 -------- 420.98 -------- 0.1459 ------- --------- 2900 ---------- 4--- ----- 14.71 86.37 3.260 25.00 20.71 20.71 K= 20.280 P= 18.14 4 C=120 0.00 0.00 207 VELOCITY = 19.49 ----.---_ 507.35 -------- 0.2061 --_--- --------. 25.00 ___._•------- -_--5_1 5? -- 18.14 ----- ?JJ??B_Ds ICCOw/N/, - --------- 0.00 4.260 2E10.0 177.00 25.86 25.86 K= 0.000 P= 24.98 C=120 20.00 0.00 0.33 VELOCITY = ii.41 507. 5 0.0560 197.00 i1.03 ---- 24.98 ----- ------ ---_••----- --------- 0.00 ------ 4.026 --------- ----------- 0.1 ------- 36.89 36.89 ... K= 0.000 P= 35.79 6 C=i20 12.00 0.00 1.10 VELOCITY = i2.78 507.35 0.0737 12,00F. 12.17 0190 35.79 r ::`6'C C ED r .°.4£ w 4c JCB- s1CRT FiWE I ALRC.'F-:'iCE TRAIML:`'G CORP JC: NC 4G7-6:`62 DAi'E 5.22/37 PAGE 3'1 3P:i? F!-r, RZ;l TC UG.:x :<:<?.YS',:;X:F s X < Yd X:% dwXc?c K HYDRL.L. aA DI:). E?il_'I. P,.P'- c REF FLOW 'C" FITTING FTGS. F'w PV -V""'*R:: NOTES 1Y.")W'X POINT QT L. 0 E-7/F LENGTHS TOT. PF PV 0,00 4,260 0E10,0 0,5 37.79 3 .,-9 0.000 P - 36. I 7 C%- 120 1720.0 20.00 0.00 ().:'; VELOCITY -- 1 .. +1 507.35 0,0560 20.'i0 1.`?5 36.91 0,00 6 i3{) _ 3.O0 3n.?.q_.. - -- -0.6100 I_---a-7 r. C'=12i1 0:.0) is ) i 0. i fi aEa_ C:TY .._ °i 07 .,:i5 0..00 iC7 3,00 0.02 38 76 DNS//JE 100..00 6, o ) 51..0( 33.:6 1= 100.) f'';_ '-'8 96 W.SV1 _ 120 -40-4 10 71 IT.. 7 •t //OSE//L}9? :dF'_.lJC:1T" - 6J6 6 0e1 G5*5 0oE .c[; I"L ':: i'L]Ii '.d'I'. L7t-' <f .7 SEE PHGe 32 G141DE2 61fokti&7 Gov/? v SHo%tY v'n ..''Ac "I T Aa - +..i L l <. - Y. ' -M 7r I I . - P 17 r"- ?_ 01 :13K. IX -14%C W_ _....--- i`;Oi T HIEST AEROSPACE ,..AMINE CORP jO': NO 97-6062 DATE 5,22737 'A9E 32 :,,..:..:...y...a;.,.•y ...,,.,.,.....,..,... r...,.y'.: y:.r.o a.: ar:... ....r..a:... .,...,.....,..,...d:n.l,.n....;...<,r.,. v'I Q' •i._2U .: .... -.•.G FIR R EMOTE r a.5 ?r T;E.U.".-`.'F"•w wrna.o .m?w Tw wW .MW .?,?r 1 °•"c:.ti.r. ".# .n HYD .,. 0 v EUMV. P7^L PT PT REF. E-. MW Dfin. . .. `INC 1-Tt,... P: Irv MIT= V,V .N NOTES -5100 6710 CA= - 719.91 'T'= 67.35 r rl .. '' .. .... 010'' VELOCITY - 3.59 05 ov -0120 --------- -----._`_ 4 ?,•)i?,!}r4 _-.___-.- W110 .-.._._..._._-._._ MCI,? ..- ._-._---._ . 11A -:'.d -.-_.-.__.._._-.. __--__- a /QR -___..--_.___-_.____._.-___._ i). ;?r.),: ',J r-_ 67M 6 31 1 40 21,71 fJ /OCR Y, no o k .'' .. _.... _ .. ... , .? --------- -149,0- --- - 0.0001 :,.. ----- /aO3C ----------------- -------------------- - -- -------- --------- ---- --------- ------- -------- --- .... _.... _.... ._.... .... -._..__.._---_-.--- -._.._._....._............_---...__.---.._ 607.,.._ C=140 70,00 66.. ^.. 00 ,>.'.2 I '-- ,.. .. ., BOER 3.140 ! T46.5 055 K oo VEL_OCTT _ Si/JE "leL s R s 607,15 0.0025 4.001:-. 5' 07._>5 0.30 "I C /v -149.91 W40 K230 ?,.30.00 67.08 QA- -.1 .4c) 91 n T "= 67.I0a 7 8.141) 20M 0100 VELOCITY 2.82 --------- 457.44 ------- 0.0014 -------- 5.00F. --------- 258.94 --------- 003 ----------------- r / LU w Si°UT ---- 45..44 67.47 C;' 2 8 --------- ------- O oo -------- C=140 --------- --------- 150.00 ----------------- 67.47 --------------------- i!f-- O.OOPT= 67.47 SP5 6.030 I T390 43,90 0.00 VELOCITY = 0 0.00 0.0000 4.00i=. 553.90 0.00 457.44 C=140 15,00 67.47 QA= 457MPT= 67.4.' 8 8. i 40 0.00 0.00 VELOCITY = 202 4':7.44 0.004 35.00 0.05, ---- --•--- --••----- WOO --..-- ---- C=140 --------- -----_.-- MOM 67.52. (.71-1= O..OOPT= 67.52 9 8.140 1T46.5 51.5:5 WOO VELOCITY 2.82 41`57.44 0.004 5.O0E= . 36K55 0.'.54 ----.---- -------- 0.00 -----._•-- C=140 -------- - - 2E23.9 - ---.-- - 460.00 63.06 QA= 0.001°'7= 68.06 50 8.1407 47.88 0100 VELOCITY = 2M 457.44 0.0014 507.88 0.75 ----------------•-- -------------------- -------- -------- 4:57.44 -------- --------- --------- 68.31 CS 3 11 -------- -------- 0.00 -------- C=520 --------- ----.-.---- 7.00 --------- 68.61 GA= O.OOPT= 63.81 11 8.540 1T35.0 35.00 0.00 VELOCITY = 2.32 -------- 457.44 -- 0.0019 42.00 0.08 ------------- --- -------------------- ------ 457.44 -------- --------- ---------- - 68.89 CE 4 1 /? /f ` / p ------------- JOIE- NORT HWEST AEROSPACE TRAIN 7NG CORP JOEL 140 87-6362 DATE 5/22/87 PAGE 33 W c y Xc c.. C C 3 X c k:6,6RLDG ' Et' 3RD FLR REMOTE *i TFiFtU, ;R::,r.:k x t; :k k;E<:F * HYDRLC. DA C. EQUIV. PIPE PT FIT REF. FLOW DIA. FITTING FTGS. PE PV NOTES K?kXk POINT OT LOSS/F LENGTHS TOT. PF PN 0.00 C=14G 110.:90 67.31 GA= 0,00PT= 67.31 SP4 6.030 1T39.9 43.90 0.00 VELOCITY = 0 0.00 0.0000 4.00F. 153.90 0.00 ------------------------- --------- ------- 549.91 -------- C=-'1 40 ---------- --------- 20,00 ------------- 6; .31 --- OP1 544.9i PT= 67.31 5 8.140 iT46.5 46.55 0.00 VELOCITY = 3.34 54?.?1 0,0020 66.55 0.,14 0.00 0--140 1E:23..9 4 8.140 549.91 0.0020 544.41 3A 0.0c, 3A 49.41 549,91 415.00 - 67..44--- ---- DA= 0.()E?F''T'= 67.44 23.94 0100 VELOCITY = 3.34 938.94 0,92 63..:16 CS 1 _ C=120 7. 00 613.;36 8.140 1T O 0.0()2." 42. 00 0..12 68. 40 CIA= 0.00PT= 60.36 VELOCITY = 3.39 C S 6 0.J0 C-1 40 360.0() 63,.4u C1(.1== O,OUPT= 68.48 3 1 2.'710 1T79.8 ;" .8() 0.00 Vi-J-OCITY = i .51 1 544.41 0.0002 Y '434..410 0.1.3 .___.__ _ ...._._.... ----.-_..-___ ._---.____________ 0.00 C=140 _____.-.._ 3E35.9 ___-_._-___-_- _ 8a{7.00 68, 61 CIA= 0.0OPT= 603.61 2 12.210 112.73 0100 VIDI-OCITY 1.?1 1..1144.91 0..000'' 5.001--. 992 , 7 3 0.2? 5,6 5.41 68..8 C'. i' 7 1 It 5,7- g/ l Su/'PG_[---------- I o/o.-ao G a?w e- 734o ?Pos E D ?dw A6 [ E Fc ?? A ? Le?P Co???cra,? ?m s?.P?cr s?? SAGE No 3y ?Noc????G?? raw Sc./Eih a?? SEE IAGE No 3,5r wl ere R S? PPL / ScHE ?, ATi? WDlX'*c"X •: T KX NE;i Lh A=w3 L F "fix h7B Li ?i E CA- www4c JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 57-6362 DATE 5/22/87 PAGE 34 * X?C k zcXc c *?C c X ?XcY? ?c X X?:a KX? r,<rr k FLOW SCI-IEMATIC****I**** ****I******************* ------------------------------- 549.95 3?3»3A»3301)))1?»>7»4 549.91 v v 549.91 .00 V SP4000CCCC5 v v 549.91 V m 6 v 149.91 607.35 V 457.44 BOERCCCCC:C7CCCCCCCCCCCCCCOCCCC9CCCCC.CCCCCC.CCCi0 457.44 V 457.44 00 V SP:5 549.91 457.44 ^ 54901 ^ 2CC<CCCCCOCCCCC.C.CCCCC:CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCO.CiD >Dli i 457.44 G. d i LOOK LO R??vlC -`? HYDRAULIC CALCUALTION SUMMARY AREA START END TOTAL.. NUMBER SECTION SECTION FLOW i 1 7 1007.35 TOTAL SUPPLY PRESSURE POINT 68.69 1 JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-636 DATE 5/22/87 PAGE 35 t7X C F %?: >F Xt X aYA c % 6ntkc %WA'T cR SUPPLY SCHEMATIC*`.Xm"****%k%k".F%n"d%l.*•.,Y*:x"****:K*:X***** t ---------------------------------------------------------------------t i t STATIC PRES. ! %C - 79.000 PSI ! ! ! ! S EcOG ! u RO tom , F' 3 r= L ! Y ?ln0?& t - ! C U R V ! PRES. AVAILABLE * C-- 73,633 PSI ! ! SAFETY MARGIN ^ ! 4,743 PSI v ! SYSTEM DEMAND--:; -------------- * k C-_. FLOW AVAILABLE. ! 707,35 GPM f 500 GPM HOSE A 1418.60 GPM ! ! Gb,7ss Prl ' ---------------- E ! TOTAL DEMAND I V ! 68.890 PEI_ AT! f R ! 1007-35 GPM f u --------------.--- ! f C RE'S'IDUAL PRIES- Q* 71.000 PSI AT f D 1250.00 GPM / M 3681.04 GPM E AT 20.000 PSI D ? f ! *C-- 1&190 PSI (ELEVATION) t _ _------------------------------------•------------------------------t FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 507.35 GPM INSIDE HOSE 100.00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 1007.35 GPM V :E PC 2: I'l E_? 0 LA I- ED il el 1- f 17 !? FO FY 3E rl PC L_ Ey PR F'x'uUL., 3-'aI-E r3r$ HYDRAULIC DESIGN! INFORMATION SHEET NAME (NORTHWEST AEROSPACE TRAINING CORPORATION DATE 5/26!37 LOCATION 2600 LONE OAK POINT, EAGAN, MINNESOTA BUILDING CONC DECK STEEL- BEAM COL COENC WALLS SYSTEM NO. C3 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 87-6362 CALCULATED BY TOM MILLER DRAWING NO. 1 COiNETRUCTION: ( )COMBUSTIBLE (X)NON-COMBUETIDLE CEILING HEIGHT 10 OCCUPANCY OFFICE. S 4 )NFP'A 13 ( )LT. HAZ. ORD.!-AZ..GP.( )1( )2( ). );EX. !-!AZ. !( )NF'A 231 ( )NFPA 231C FIGURE CURVE:': S ! (X)OTHER .15/2000 .SU FT REMOTE PER !.R.I. MINNEAPOLIS T ! t ):SPECIFIC RULING MADE BY DATE M !AREA tO SPRINKLER OPERATION 2000 SYSTEM TYPE !DENSITY- GPM .1 &)WE'T( )DRY( )DELUGE:( )PREAC'TI0!N D J AREA PER SPRINKLER 130 SPRINKLER OR NOZZLE E !HO::E ALLOWANCE GPM--INSIDE 100 MAKE 'CENTRAL' MODEL.. "Ho S !HOSE ALLOWANCE: GPM-OUTSIDE 400 SIZE 1/2'' K -FACTOR 2.6 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 10: G N CALCULATION ! GPM R:EOUIRE'D 406.73 PSI REQUIRED 68.35 AT BASE O RISER "SiJ'rii°ARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST 1='L:MP DATA I TANK OR RESERVOIR A !DATE OF ..EST ! RA'1'F_a CA 0 ! CAP. 0 ' T !TIME OF TEST ! AT GPM 0 ELEV. D' !STATIC (PSI) 79 IE!_.EV 0 ! R ! REEIDUAL_ (PSI) 71 WELL !FLOW (GPM) 1250 ! PROOF FLOW GPM 0 S !ELEVATION FLOOP LEVEL. P ! =' !LOCATION :,a ,& 12 INCH FIRE WATER MAIN LOOP OF BUILDING L !SOURCE OF INFORMATION :PROJECTED FLOWS FROM ENGINEER," Y i !COMMODITY CLA^S LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD: SOLID PILED X PALLETIZED X RACK X M ! ! ( )EILNGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S t A ! ( )MULTIPLE ROW ( )OPEN 0 ! K ! FLUE SPACING: CLb_ARANCE:STRORAG.E TO CEILING R ! LONGITUDINAL- TRANSVERSE G ! HORIZONTAL BARRIERS PROVIDED: UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PEI) ?ht i,K;'k { R;9t=X -''%K:%7R ?'%'6 ?t:d, r:$lY},'tsK$t.IY:K'J,t:kyt:i.;kW-`Y.w,.:Lt:dC:',:%,'7(.x:lYt;C:Y>Kw:WkhY dYMnY.`;f:KlY;R;R 1Y nY ),Y:C;$:''. '::Y;$5R>;S:K;1t ?'f t:Y•lY ;t.k ?It %K;Vt X.",f ?t7d F'3: (MIRE F= FQED 1- E7 El ir I[ ED 9--9-- E3i" ED0&B9='Lh'r'DF- !fa 0-E--: LS7 3: 9 9°3 JOB- NORTHWEST AEROEPocE TRAINING CORP JOB NO 87-6TS2 DATE 5/26/97 PAGE 37 ***********A**************I*PROjECTED FLOW B 0 Ham". - 1-9 a:) F: -T- " IDJ 12 ,^„. I- Ai k-:-!S7 H=.'t » ;F:" w2?4'';.v: P 1-' Fc K=x -.E q I :1 N G DENSITY X AREA 0.00 k 20010.00 = 300 .00 % OVER AGE = 0.38 - 114 .00 RACKS K oo INSIDE HOSES = 100 .00 OUTSIDE HOSES 400 .00 FLOW RIB Q Q FOR SYSTEM = 414.00 FLOW AT BASE OF RISER == 514.00 MIN FLOW AT BAWE OF RI ER _ 0100 TOTAL FLOW V14.00 STATIC PRESSURE 79.00 RESIDUAL PRESSURE 71.00 RESIDUAL FLOW FLOW FROM CITY SUPnL.Y AT ?OPSI = 3681 GPM PRESSURE FROM CURVE @ TOTAL 1'=LOW ELEVATION - 0.00 FOOT No DIA "C" LENGTII FACTOR 1 8.140 140 0.00 O 71..1 H ADDITIONAL VALVE LOSS, ETC. SAFETY MARGIN PRESSURE AVAILABLE FOR SYSTEM wo ol'ol Is KS 3 ? ?LooR 1220.00 + F!._Ob: PF FLOW VELOCITY 0.00 0.00 04.00 5.63 = n nti ARoJEC?ED f'Lor,? 74.`-;1 DAISL? I? T UNOER 6A IWAI Loop S XJ Tc /n Z?ESIzlr/ Z V ??a AOJ A T VAR Y/r?(, SAC//v G /70A / {n ti Iri )36 S 0 . Fi Z/Acxl Ac AcAcX % a K3: U-1 C;- XUXCAfi 1 13 -7- T 0 S* F^Vii.:2: q-qK-L-mss co- -oc A w JOB- NORTHWEST AEROSPACE TRAINING CORP JOB N O 87-6362 DATE 5/ 26/87 WAGE 38 KIC?C XXc i X F Nc kM K K:k°f % k * { 'LDG 'C' 3RD FLR REM OTE K ARMS" XXc ? X X:K KyF?:KXF"??Xc?,"arid ?*?C X K HYDRLC. QA C. EDUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV <Xc .,t NOTES tKtWK POINT OT LOSS/F LENGTH.: TOT. PF PI`1 15.00 1.104 OE 2.0 i.00 7.17 QA== 0.15 X 100.00SO . if C=120 IT 5.0 5.00 0.00 K= 5.600 V = 5.03 i5.0O 0.0595 6.00 0.36 i5.00 ---- ---- .------------.-. 7.53 ___.- K ---------------- i=- 5.470 S Vo .... - _ 1'5.00 i. i 04 I E 2.0 i .50 7.i7 QA= 0J5 5 X i OO.OOSQF. F C=120 IT 5.0 7.00 0100 K'= 5.600 V - 5.03 15.00 0.0595 8.50 0151 i5.00 .-_ _._. ._._.__--._._... 7.68 _._._._. K ....._.__.__.___._._._-___.___ 5.410 fI --- ------ -------------------- 1 5.00 K104 i E 2.O 2. 50 7J7 7 QA= O. i 5 X 1 00.00SOF. C=12O IT !.0 7.00 0.00 K= 5.600 V 5.03 ----------- 15.00 ----- 0.0595 --------- ------ 9.50 0.57 i5.00 -- ----------- --------------- 7.74 --- K ------------------ 3= 5.390 Std - `/D --------------- --- ------------------ Q.00 1.iO4 1E 2,0 4.:50 7.17 QA= O.15 X i00.00SQ . C=120 IT 5.0 .00 0.00 K= 5.600 V - 5.03 15.00 0.0595 ii0t9 0.69 t 5.00- - -- ....._.._.__..._----.- --_._._----.---.---.-- 7 .36 -__ K ........___.__._......_.__..__..__._.._ 4= 5.Z50 C 7 } 15.00 1.104 Q 2.0 5.50 7.i7 OA== 0.15 X 10O.60Sf.F p L' C=120 IT 5.0 7, OO Kok') K= 5.600 V = 5.03 ----------- 15.00 ----- 0.0595 --------- ---- -- 12.50 -- -- 0.74 - ------------ ---- ------------------- S S.OO -- --- ---- - 7.91 K 5•= 5.330 a1 ----------- ---.-- ------ ------ ----- - 15.00 1.104 2E 2.0 10.00 7.17 (7A= 0.15 X 100.OOSOF. C=120 IT 5.0 9.00 0.00 K= 5.600 V - 5.03 ----------- i5.00 ----- 0.0595 --------- ------- 19.00 - i.i3 ------ - 15.00 - ---------- -------- 8.30 --- K ----------------- 6= 5010 Pr -- SEA ?? ---.---. ®H C - /V o - ----- --.___ ---- --- -------------- 16.50 i.104 iE 2.O 5.50 8168 @A= 0.15 X 110.00SOF. N C=120 IT 5.0 7.00 0.00 K= 5.600 V = 5.53 16.50 0.0710 12.50 0.39 JOB- NORT HWEST A EROSPAC E TRAINING CORP JOB N O 37-6 362 DATE 5/26/37 PAGE 39 % X xK # °?X Xt YAm ;x :i K X # XPLDG 'C' 3 RD t= LR REM OTE *1 AR??" t:A k :%X;x k:k? X>x>k F F?::k"x xYx K'kkc HYDRLC. GA DIA. EQUIV. PIPE PT FT REF. FLOW °C° FITTING FTGS. PE Pv KYdY:$? NOTES ?xk POINT QT LOSSIF LENGTHS TOT. PF Pil 16.50 -- ------.--- ---------- -.___._._ 9.57 ___._._..__.__.-,.- K 7= 5.330 N/ ------------------------------- Q i6.80 K104 C=1 2O I E 2.0 IT 5.0 1.50 7.00 9.00 0.00 QA" 035 X i 1 2.00ZDF . K.= 5.600 V = .63 16.80 0.0734 300 0.62 16.30 -----.- -•-.-------- - ------ 9.62 ------•-.__•-•--__----------------.- K 3= 5.420 Q v? W/ (l ------ 1200 1.104 iE 20 2.50 iO.33 QA= 0.15 X 120.00SUF. C==120 IT 5.0 7.00 0.00 K= 5.600 V 003 18.00 0.0334 9.505 0.79 __ ..-._.-.----_.'-_---°___.---------------._.___-_...._--__ 13.610 1t i2 K 9= 5.400 .SEA W? I K 00 1 . 1 04 2E 2.0 6.010 i 0. 3:, C=120 IT 5,0 9.60 0. Y.) i8.00 0.9834 15- 00 1.25 -------------------------------------------- ?j 19.50 i.iO4 2E 2.0 Cj C=120 IT 5.0 1`3.50 0.0963 --------------------------------- 19.50 G, i 1 , 53 ?rI v e /X> y 3 2.50 12.13 9.00 0.00 11.50 -------- 1.11 ----------- 10.24 ------------------ OFi= 0.15 X 12O.OOSQF. K= 5600 V = 6.03 ---------------------- K 10:: 5.2941 PA= 0.15 X 130.00SOF. K= 5600 V = 6.53 K 11= 5.360 --------------------- _YP?cf±.._.._.... ...__U?.-' i -X :?c Sti 3 t??? ?1i3G?A3 Sn u?3 I'?ti? 9 1Bti 0_I??? "°x 4c ]*C APK JCR- :NORT HWEST A EROSPACE TRAININ G CORP JOB NO 87-6x62 DAT E 5/26/87 PAGE 40 *:,YY6"****** ***%k***********B LDG 'C' 3RD FLR REMOTE ai EtF: C IL X # r;n"? ;n?;w??:F:s ? n:n"? X ? X"orkM HYDRLC. OA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. FE PV :x***ae NOTES ***** POINT OT LOST/F LENGTHS TOT. PF PN 19.50 1.104- -iE 2.0 2.50 12.13 QA= 0.0 X 130.00SQF. J C=120 IT 5O 7.00 0.00 K= 5.600 V = 6.53 Q50 0.0968 9.50 0.92 q ----------- ------ 0.00 1.687 HE 4.0 9.00 13.03 13.05 K= 0.000 F'= 13.00 J1 C=120 IT 8.0 8.00 0.00 0.05 VELOCITY = 2.79 i9.50 0.022 17.00 0.2i i3.001 19.50 13.'26 K 20= 5.360 -- - 1 -------------------- 19.50 1.104 iE 2.0 3,00 12.63 OA== 0.15 X 13KOOSOF. i; C020 IT 5.0 7.00 0. oo K= 5.6070 V 603 i9.50 ----- 0.0908 ------ i0.00 ----- ,7 0. ---- ^ - 0.00 1.687 OE 4.0 1100 13.10 13.10 K- 0.000 P= i3.05 Si C=120 IT 8.0 8.00 0.00 0.OT VELOCITY - 2.79 --------- 19.50 ------- 0,0122 -------- -------- 9.00 ----- --- 0.ii ---------- 1.3.0°_7 ----- -------------- - ----- --- 13.21 --- - K 21= 5.370 --------- ---------- ----- ---------------------- 19.50 1.104 iE 2.0 6.00 12.13 QA- 0.15 X 130.00SOF. C-=120 IT 5.0 7100 0.00 K= 5.600 `•1 - 603 --------- i9.50 ------- 0.0963 -------- -------- 13.00 ----------- 1.26 ---------- ----- ?Q K00 1.687 OE 4,O i.0?o 13.39 13.39 K= 0.000 P= 13.34 ' C=i20 11 8,0 8.00 0.00 0:.05 VELOCITY = 2.79 --------- 19.50 ------- 0.022 ----- 9.00 0. i i 1 3. 34 19.50 --- -------- ----------- ---------- 13.50 ----- ---------------------- K 22= 50iO --------------_..-AoCJ 15.00 1.104 3E 2.0 3.00 7.17 QA= 0.0 X 100.00SOF. T C=120 6100 0.00 K= 5.600 V - 5.03 ----------- 15_00 -0_0595 ----- 14.00 0.33 - ----- 15.47 1.104 iE 2.0 10.00 8.00 K= 5.470 P= 8.00 U1 C=1207 2.00 0.00 VELOCITY = 10.20 30.47 ------------------ 0.200 ----------------- 12.00 ---------- 2.65 ---- 2 Ne ?zz,, 17.i7 i.452 3.00 10.65 10.65 K= 5.410 P= 10.07 Vi C=120 0.00 0.00 0.53 VELOCITY = 9.22 47.64 0.1330 8.00 i.06 10.07 ww"t 18.43 1.452 3.00 ii.7i K= 5.400 F'= 11.71 WI C=120 0.00 0.00 VELOCITY = 12.30 66.12 0.2440 8.00 1.95 -- O.S -- Low?n/G JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 5/26/87 PAGE 41 KX:F XX< :K* K X :dX<? XXcXc K"d ;tL?G 'C' 3RD FLR REMOTE i B RCFfL. K.x :{X<°? X KXY C.? K it K*X XC HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE PV XYX?'K:kAY !`TOTES XcdYXCY,R POINT OT LOSS/F LENGTHS TOT. PF PN 19.96 i.687 8.00 13.66 --------.___..____-.- K= 5.400 P= 43.66 Y C=120 0.00 0.00 VELOCITY = 12.35 86.08 0.1915 ------------------------ --------- 8.00 --------- 4.53 ---------- ------- S 1,4E410 AOwiniG ------------- 20.63 2.154 OE 50 13.00 15.i9 15.19 K= 5.400 P= 14.59 z C=120 1T10.0 10.00 0.00 0.60 VELOCITY = 9.39 106_'_ 0.0866 _....__-- _--- -------- _.---- 23.00 1.99 14.59 (; /7E? D-- cap 106.7i i7,i8 K 23= 25.750 ----.___.__..__.._-._....__.-._....____ D_. ._.._!------ ._.t/ --.....__-A----._.----__.??3....__.._._._.._.._......_.___._____ .1R ?x n w vT l< .lv_ T-1 5X i-'ll V? °i (f?4 •3 ... + > ' F[. T Nesq. ? K_ FZ CO- NORT JOB- HWEST AEROSPACE TRAINING C 'QRP JOB NO 37-6162 DATE 5/26/37 PAGE 42 7K n;?C.iC.?C'-jCK `%C m+?.'A?..yiC if. ?w:3.?'::C: .'?. •?:a)X?,Y:: h:;M1.!C i?L7t_- C 7RD FLR TO I (, :4c: hY '.'rv;{; :i;n:?< Y,:nY:l°X?k%X dY l{:;Y:?;'t:Y:Y7t ?C 3,c 3C>%:?Y St %k HYDRLC. 3A 'C' EQUIV. PIPE PT 'T REF. FLOW DIM FITTING FTGS. PE PV NOTES POINT OT LOSS;F LENGTHS TOT. PF Pil 15.00 i.104 2E 2,0 Moo .1 OA- 0.15 Y, 100.00SQF. A C=120 4M 0.00 K= 5.6E0 V = 5.03 15M ? 0.059r . 14M 0.33 / #?,4,/> _Q v7 y -- 15.03 1.104 2.00 3.00 K= 5.330 P= 3.00 pi CM20 0.00 0.0;? VELOCITY = i0.07 --------- 30.03 -------- 0.2153 ------- ----------- .00 ---------- 0. :3 -------- ------ 2 NE -------------------- .,.O'.= 1.452 6.90 3.43 9.43 K= 5.350 P= 7.91 Ci C=i20 0.00 0.00 0.52 VELOCITY - 0.74 45,13 0.120.1 &00 0.7 7.91 - 3 f/c/a ! fco--,G 15.34 1.452 3150 .f:.. ?.It K- .310 P= 8.22 D C=120 0.00 0.00 0.93 VELOCITY = if.71 60.47 0.2063 3 fo i. 0.72 8.22 - -- f-- - M.52 45 7.50 9.37 9.87 K-= 5.350 P= 3.41 -_ C= 2G 0.00 K oo 1.46 VELOCITY = M71 75.99 - 7.50 2.37 8-4i //Lf-- tCewi?G 17.95 1,637 7._°>{: i2.24 1204 K= 5,410 P= 11.01 Ff C=i20 0.00 0.00 1.23 VELOCITY = 13.47 _-__....._.--_.- 93.94 __.._.__.._._._ 0.220 .-._._.--.._._. .__.._.__------- 7.50 _.-_-- 1 . •A 9 11.01 Fcuri / 6 /, 20.15 2.15,,' Moo 003 K=. 5..`400 P= f Z. 9; G' C=i20 0,00 0.00 VELOCITY- 10.04 M.09 4.09 0.01980 i o l oo 0. 90 20.13 2.154 OE 5.0 1.00 14.91 14.91 K= 5.4010 P= 13.97 H C=120 100.0 10.00 0.00 0.94 VELOCITY ii.sl _---._.._.._._.._ M.27 ._.._._._.._.__.. 0.1325 ___.._..------ ._._._.........._. ; 1 .041 1M 46 13.97 ? ` nsly 2i .5.` 3.260 9.00 16.37 - ?. 16.37 K= 5.360 F'= 1607 1 C420 '0 0.00 0.91) 0.21 VELOCITY = 5.7:3 --------- i5f.30 -------- 0.0232 ------- ----------- 9.00 ---------- 0.2i -------- 16,13 ------ --------------- q 11EAQJ ?GouiN4 f 55 00 16M K 30= 38.260 2 ----------- ------- ----------- - Z 15.00 1. 1 04 2E 2.0 MOO 7. i7 QA= 0.15 X i 00.00S'QF . K 0=120 4.00 0.00 K= 5.600 V = 5.03 15.00 0.0595 16.00 0.95 / --/SAO FLoa----' i5.42 f.iO4 5.50 8.1L K= 5.4i0 P= 3.12 L C=120 0.00 0100 VELOCITY = 10.19 --------- ;30.42 ------- 0.2204 -------- ----------- 5.50 ---------- 1.2i -------- ------ 2 XAx FLow/.vG ------------- 16.03 1.452 i0.00 9.33 5'.33 K= 5.410 P= 3.73 M. C=1201 0.00 0.00 0.55 VELOCITY = 3.99 - --46_45 -0.1269- ----------- ---- -10_00 -1,27 - 3.73 3 f/c-?at FCdwii?? :xAhc A< . V :1 K3 -i ? d--'AU I-ED01a oa- T I-- w F°FIZT 1-aK2...E: F;. E?s 0 _ „c -suesac:Ac JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 37-636= DATE 5/26/37 PAGE 43 :X;k Nca:iC?C?kyc:*:i Y : XYR X:K:K K #;{c:t x: °, :X X?Y:xLtLDG C 3RD FLR TO UG:k:X s#:X K" ; >& K: ::?:X>KXc X n, n:%Yt HYDRLC. QA DIA. EQUIV. PIPE FT FT REF. FLOW °C' FITTING FTGS. PE PV NOTES XXt:K POINT UT LOSS/F LENGTHS TOT. PF PN 16.55 1.452 11.00 "0.60 10.60 K= 5.330 P= 9.60 Ni C-120 0,00 0.00 100 VELOCITY = 12.1'7 62.96 0.2229 i 1.00 2.4:5 9.60 /? f/EAQl fly Ni??4 _-- i3.i5 1.,597 2.00 13.05 13.05 K= 5.'10 P= 12.14 P1 r_=:1201 0.00 0.00 0.91 VELOCITY =• 11.63 --------- 81.11 ------- 0 J 1 5- ------------------ 2.00 -------- 0..34 --------- 1 2.1 4 ------- S ,%EADJ r",wrI..G -- 19.44 2.154 13. 0 13.39 13.39 K= 5.420 P= 12.35 Qi C=120 0.00 0.00 0.53 VELOCITY = 3.34 --------- 100.55 ------- 0.0776 ------------------- 13-50 -------- 1.05 --------- 12.36 ------- 6- ANAT'jivow,46 ---------------------- 19.:57 2054 OE 5.0 1000 14.44 14.44 K== 5.290 P== 13.69 Ri C=120 1T10.0 10.00 0.00 0.75 VELOCITY = 10.57 --------- 120M 2 ------- 0.1079 ------------------- 2M G ------- 2,21 ---------- 13 .69 ------- 7 //EflOl AGD e-,/.. 6 --------------------- 156.12 3.260 15.00 16.65 K= 32.260 := 16.65 2 C==120 M o 0,00 VELOCITY = 10.61 276.24 ------ 0.0669 ------ 15.00 ----- 1.00 ---- /- 7 AAOJ tGO wi ?G 130.49 3.260 E 7.O 154.00 17.;5 K= 31.060 P= 17.65 3 C=120 14.00 0.00 VELOCITY = 15.62 406.7 3 0.136? 173. ()0 23..F J - --- ??o?-•Nr 0.00 3.063 0.17 41.34 41.34 K= 0.(700 P:= 371 24 4 C==120 10.00 0.0(1' 2.10 VELOCITY •- 1764 --------- 406.73 ------ 0. 1 340 MOM. i 0. 17 K37 39.24 -- - ------------- - 0.00 ------------------- 3.260 OE 7.0 ------- 0.50 ---------- 43.21 ----- 43.21 ------ K= 0.000 '= 41.56 C=i20 1Ti5.0 i°.00 O.OO 1.65 VELOCITY = 15.62 406.73 O.Ml-l 15.50 2.12 41.56 --._ - --.._. _._-._.._-.-- 0.00 --._._._.-..-.-..-- -._._._..-._._.....- 6.340 ._-.-... 3.00 45.,3 45.33 K= 0.000 P= 45.21 6 C==f2(-7 OM 0.00 0. 0 VELOCITY = 4.13 406.73 0.0053 3.90 0.02 45.21 - -._._.--.--. _.---..._ _..._._ 100.00 -._._._._ - -.-.-.-._._ - -..._._.._..- 6.340 --..---..-..-...-. 331.00 . 41.;35 QA= 100.0 PT= 45.35 HS'Vi C=120 216.00 t3.*? VELOCITY = 5.14 506.73 0.0080 21 6.00;0. 597.00 4.31 - ._ _ • UK H! --------- ------- --- -------- -------- -------------------- 506.73 --------------- -------- - 63.35 K 31= 61.290 BOER RECQ A, at e o A 7 a G. En/TAAA/CE ------------------------ SEC PAGE Alo 5'3 I-r-oR ?a vTii1/.lA7o.? 7F1.eu a6. ? ?? ? ,„? _? ? ?: 3= a,? ? ?r-? a_?? -? ?? ;-°; Y? ? 8 ? ,? ?•. ?- ? a-? ate: ? ? ? ? ? _ ? ?: JOB- NOR THWEST AEROSPACE TRAIT` ING C?`ORP JOB NO 87 -6362 DAT E 5/ ?6/ 87 PAGE 44 °d?tAr KYF Q k P ;* t;xxt :K i ?:K c„? `,K,iLL t C 3RD FLR REMOTE THRU UGC K ° X<X x t f %# :d k z? yYtX<Yt? "F X K HYDRLC. QA 'C' ECIJTV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. F'E NV *> *I* NOTES :kria". POINT (TT LOSS/F LENGTHS TOT. PF PN -495.78 C=i 40 95.0.0 68.74 QA= -495.78PT= 68x 74 5 8.140 0.00 0.00 VELOCITY = 3.06 -495.7x3-0.0017 95.00 -0.16 400.00 C=1 40 i E23.9 1 1 0.00 --_58.5 j ..__ ____ - -QA=- 40O.OOPT= 68 58 6 8.140 23.94 0.00 VELOCITY = 59 -?5- 78 - 0.00100 1 33.94 _.0.01 j " 'Cox --.---.-. -- -?----- -- - -._ -.--._...._ ........_-.---?--- ---- ----_-- ------------._._,-.-._._, ._.4?*_rfL2E ..../_wl? ---- - -95.78 63.:x. CE t fLo r SP? -_. --?--- ------.---_-_.---- w....._. . _._. / _.._._._.._._.-._.._._.._._._.._..._.. ....._._.--_-------------,----- 506.7Z 0-+140 70.00 60a 35 QA= 506.T3PT?= 63.35 BOSR 2.. 140 i T46.5 50.55 0: (•70 VELOCIT`( - 3.' `' e NS/IlF lo3E N?i '506.7:3 0.0017 4.OOF 120.5;5 0.2 / ?e SCR/ -....._.._._.-.__ _....._._._._.-._ __---.--- . ----.----_ .._._._._-_-._._. _.._--_.--.._--.---._ ..... ........._ o.Er?...._...._.__...._.._._..__ -95.78 C=146 iE.'23.9 230.00 68.57 PA= --95.78PT= 68.x7 8.140 28.94 9.08 VELOCITY = r.3 410) 9'5 ... 0,001" 5 ,n,:?'= . 258.94 -.-?_ 0.3' --- ----- ------------- 41;0.95 68.88 _f ._ 0 0.00 C=1 50 i i 0.00 68.88 C4A = 0. QOPT= 6,3..88 SP5 6-030 iT39,9 4:3.90 0,00 `.ELOCIT'Y __ 0 0.00 0.0000 4.OOF, 153.90 0.00 44 0.95 -C=1 40 - 35.00 6(-' , 33 OA= 41 0.95PT= 63.8 3 8 3.140 0.00 .0.00 VELOCITY = 2,.53 410.?w 0.`!012 35.00 0.04 0.00 C=i.40 3i0..00 68.9"2 QA= O.OOPT= 68.9`2 9 8.140 1 706.. ;.....- oloo VELOCITY = 2.53 410.`x5 0.;;51:79.'. 5.99x. 361.55 0.44 0.00 C=140 2E23.9 !460.00 69.36 7A= O.OOPT= 69.36 10 8.140 47•.818 0.00 VELOCITY = 2.53 410.95 0.000 ' 07.88 0.6:'_ 410.95 69.98 CE i1 0.00 C=120 7.0 69.98 QA= 0.;70PT= 69.98 ii 8.140 1735.0 35.00 0.00 VELOCITY = 2.53 &K95 0.0016 42.00 0.07 410.95 70.05 CS 4 -------- ---._._... ______o?_%. _i Ocz Win.-YS- - -- --------------- -- 3c ?: AC gar 11 K ?' 1-1 U? e--,, 'T 0 01 an, -IF 3: 0 7 1=" F__ E i" l K L_ R= T__4 co- %V.::X W JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6162 DATE 5/26:87 PAGE 45 KYtYd K " Y X fi;k::K k d :Y K"d X X t F a Y?ni_DG C 3RD F LR REMOTE THRIJ UG:Xw 6 k? " K;X$t.",<°t.`k:F.X? 6 X.tnt:% X? t X? HYDRLC. QA C. F_17UI.'. PIPE PT PT REF, FLOW DI& FITTING FTG.S. PE PV *XY?:'r'F NOTES POINT OT LOSS/F LENGTHS TOT. PF PN 0.00 C=i40 ii0.o0 68.74 QA== O.OOPT= 63.74 SP4 6.030 iT:39.9 43.90 0.00 VELOCITY = 0 --------- 0.00 ------- 0.0000 -------- 400F. --------- 153.90 --------- 0.00 ----------- --------------- -- 495.78 C-i40 20.00 68.74 --------- QA== 495.78PT= 68.74 5 8.140 !T46.5 46.55 0.00 VELOCITY = 3.06 --------- 495.78 ------- 00017 --- 66.55 0.11 - -------------- - - 0.00 ----- C=140 --------- I E23.9 --------- 415.00 ---------- 60.86 --------- - QA W O.OOPT= 68.26 4 3. i 40 23,94 K oo VELOCITY 3.06 495.78 - &0017 138.94 0.76 - p- - -_ . ____ -'- - .iii ---- - S 3n ---------------- 0.00 ------------------ C=i20 --------- 7..00 -------------- 6°.6i 3, 8.140 1T35..0 35.00 0.00 495.78 ---------------- 0.0022 ------------------ 42.00 --------- O,iO ------------ 3 4 ? 5 . 7C' QA= O.OOPT= 69.61 VELOCITY = 3.06 69,71 cc ----------------- O! 00 0040 360.00 69.71 UA= O.OOPT= 69.71 3 12.210 iT79.8 79.80 0.00 VELOCITY = 1.36 195.78 0,0302 439.80 0. ii 0.00 C=i40 3E35.? 880,00 69.81 QA= O.OOPT= 69.81 12.210 1!2.73 000 VELOCITY - 1.36 495.78 0.0002 5.00F. 992.73 0.24 --._..--. - - - -- -.__ - ------------- ---_.._.._.__.._...-------------_.... - - 49;.78 70.0:5 CS 7 1 `MD s9 ------------------ G.P.!n.._ .._7D:DS.. .._._...__.... .who -.---T ....-----P-------------__ 9/Y 00 GP/? @ -711,s/ 4TI Pl?vtopasce lz? o61 6JvelL 4a z- E SSE ON! To 37 SEE PACE No Y6 SEE 41'196F &,# ?17 ?/?a J ceT ? j? ve? ?v Aye std ? E 19c.oc. G, 3 i`Lnv.e it,rz? Se.????rL w rcq 5,1-?0-1_ -/ ScNE^ a T 6 AcXAcX %V F KT 04r? e%LJ1-ED 61r-"ti-rT r-- SLam"F4M MPte.LaC0 _ WycXcXc JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 37-6362 DATE 5/26/37 PAGE 46 :K%kXt>It:'fAY:k:dt?".?%t:k:ic>'?xtYF:it?Stk:Yt:kBc:k:dt:kYF;k:k:k:k:k".?FI_04J SCHEi`SA'fICm:k?C`.X:kkc:C.:k>K".?:k:kXt:k:Kkt>k"nt"FXt:,c;C:k?:K%X:F:k%k:k:kskXc 495.78 311713ADITATTAITAI AIM 495.78 v y 495.78 .00 v SP4tC.CCCCC5 V V 495.7 8•, v 6 V 95.73 506.73 V 410.95 BOER000CCC.7CCCCCCCCCCCCCCSC:C.CC9000CCC.CC:CCCCCf O 410.95 V 410.95 .00 a 495.78 410.95 A 495.73 A 2CCtC.CCCttCCC<CCC:CC:CC;CC;;CCCCCCCCCCtC.CttCCCCt000CC:CCCCC:C133:)>1 f 410.95 .3/-06 "c" 3 R-° C-/-,o ox HYDRAULIC CAL.CUALTION SUMMARY AREA START END TOTAL TOTAL SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 1 7 906.73 70.05 1 x-- JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 37•-•6:362 DATE 5/26/87 PAGE 47 AcrF z K d: K ?;? k X:x # F K X;K%c kt;KB< Y:K:K Y :tWra T ER SUPPLY SC: fE?ir,'T ]: C F Y?"?ti?:K c K.? t:K K iC k X % YK K kM?c X c Tc K KW !--------------------------- t ! STATIC PRES. :KC-- 79.000 PST ! I ! , I 1 15, ! P' 1 P L 3 LDOR Y 1 ! 1 U R V ! E t ! PRES.. AVAILABLE ! :r C-- 74.182 PSI ! SAFETY MARGIN ^ 4.532 PSI v ! ' SYSTEM DEMAND--3 K -------------- * K C-- FLOW (AVAILABLE ? 406.73 GPM i 500 GPM HOSE " 1328.16 GPM ! ! @ 6b 3s el ? ? ! ---------------- E f ! TOTAL DEMAND I J V 70.020 PSI AT! ! ! r R 906,7 GPM U ---------------- C C RESIDUAL PRES.53c / 71.000 PST AT i D 1250.00 GPM / M ,:;631.04 GPM :K ! AT 20.000 PEI D ! i ! *C-- i8,190 PST (ELEVATION) ! i 1 i I 1 1 i "---•----'---'-'-------------------•-'-.-._------._._.-.-----.-" -.--.- PLOW (GPM) FLOW SUMMARY SYSTEM FLOW 406..73 GPM INSIDE HOSE i00,00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 906,7: GPM CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER '& WATER SPRAY (ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE - - UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND W ITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTY NAME _ DAT c0 / , r?/??G G ,? . PAOPERTY ADDRESS ACCEPTED BY APPROVING A HORITY('S) NAMES PLANS ADDRESS /J znj d ILGLGE?T l-5 / INSTALLATION CONFORMS TO ACCEPTED PLAN : YES. NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YESI NO ? IF YES, GIVE NAME IF NO, EXPLAIN. v INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE +.I„( CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YES . NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 barsl for two hours or 50 PSI (3.4 bars) above static pressure in excels of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST prevent damage. All aboveground piping leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop Which shall not exceed 14t PSI (0.1 bars) in 24 hours Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed lit, PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING. REQUIRED PNEUMATIC: DRY PIPING CRAIN_ EQUIPMENT OPERATION: ALL, SERVES BLOGS: LOCATION l5NIZQ? MAKE MODEL SIZE QUANTITY TEMPE ATURE RATIN( FQ L t^ fr ?f• 7 R SPRINKLERS ? ' I ? ? nAff f? 1 J/ l a . OR C..GA / p4 f? SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM D E V I C E MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW f INDICATOR FORM 85 AC. REVISED APRIL 1979 .--PRINTED IN U.S.A. FOR NAS S, FCA, INC., P.U. CUA r1Y, MT. K15CU. N.Y. 1004 OPERATING TEST RESULTS: MAKE MODEL SER. TIME TO TRIP THROUGH TEST PIPE WATER AIR I TIP POINT TIME WATER R A DRY NO. WITHOUT WITH PRESS PRESS AIR EACHED TEST _RATED PIPE . Q. O. D. Q. O. O. . PRESS. OUT PROPERLY MIN. SEC. MIN. SEC. Py1. PS.1- P-,1. SEC. YES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIP AND/OR OTE CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIS ACILITY IN EACH CIRCUIT FOR TESTING YES ? NO ? IF NO, EXPLAIN PREACTION VALVES Does Each Clrcult Operate Oces each Circuit Operate Maximum Time To MAKE MODEL Summis,on Loss Alarm? Valve Release? grate Release: YES NO YES NO MIN. SEC. ALL PIPING HYDROSTATICALLY TESTED AT PSI FO Z' HOURS DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES NO ? IF YES... DO VO'J CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY H THE REQUIRE- T MENTS OF AWS 010.9, LEVEL AR-3? VES NO ? WELDING 00 YOU CERTIFY THAT THE WELDING WAS PERFORMED By WELDERS QUALIFIED IN COMPL NCE WITH THE REQUIREMENTS OF AWS 010.9. LEVEL AR-3? YES NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED UALITV CON- TROL PROCEDURE TO INSURE THAT ALL OISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAMETERS OF E PIPING ARE NOT PENETRATED? YES' ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NA E OF SPRI LER CONTRACTOR ?t1 111 rl L? L TtG / K?ie C?G?^'a?Rif R P PERTY OWNER (SIGNED) TITLE SIGNATURES o r GNEO) O SPRINKLER CONTRACTORR - J / TESTS WITNESSED SY ? [ ,????¢FjC?C(J TITLE ^S- DATE ADDITIONAL EXPLANATIONS AND NOTES x CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE ANO WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AR PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTY NAME OAT PROPERTY ADDRESS All ACCEPTED BY APPROVING A HORITY('S) NAMES PLANS ADDRESS Q ? PLS 4 yJ,L 9 ICGLL??T INSTALLATION CONFORMS TO ACCEPTED PLAN : YES. NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YESI? NO ? IF YES, GIVE NAME IF NO, EXPLAIN, I NSTR UC. TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE NO ? Y ES CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static Pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST prevent damages All aboveground piping leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which shall not exceed IV2 PSI (0.1 bars) in 24 hours, Test pressure tanks at normal water level and air Pressure and measure air pressure drop which shall not exceed 14: PSI (0.1 bars) In 24 hours. ` TESTS HYDROSTATIC: ALL PIPING. PNEUMATIC: DRY PIPING DRAIN REQUIRED EQUIPMENT OPERATION: ALL. LOCATION SERVES BLOGS: t it /Y ?''? f, l? r,rvf"11)45 -Sec ?`? G N / MAKE MODEL SIZE QUANTITY TEMPERATURE RATING SPRINKLERS OR SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MOOEL MIN. SEC. OR FLOW INDICATOR f 4 t r-'q?) FORM 85 AC, REVISED APRIL 1979 .PRINTED IN U.S.A. FYI[ rvAa s r,. n, u...•. •?... .....?_ OPERATING TEST RESULTS: MAKE MO DEL SER. TIME TO TRIP THROUGH TEST PIPE WATER AIR TIP ppIN7 TIME WATER E ED AL OR Y NO. WITHOUT WITH PRESS PRESS AIR R ACH TEST RATED PIPE Q. O. O. Q. O. D. . . PRESS. OUT PROPERLY MIN. SEC. MIN. SEC. P.5.1. P.S.I. P.S.I. SEC. YES NO VA VALVES i IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIP ANO/OR OTE CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIB AGILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PREACTI ON VALVES Does Each Circuit Operate Doss each Circuit Operate Maximum Time To MAKE MODEL Suo .SUOBNISIOn Loss Alarm? Valve Release? erase Release: YES NO YES NO MIN. SEC. ALL PIPING HYDROSTATICALLY TESTED AT PSI FO L.. HOURS DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST; READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY H THE REQUIRE- MENTS OF AWS 010.9, LEVEL AR-31 YES^ NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPL NCE WITH THE REQUIREMENTS OF AWS D10.9, LEVEL AR-37 VES NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED UALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAOF PIPING ARE NOT PENETRATED? V" NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NA E O F SP NKLER CONTRACTOR Y R RTY OWNER (SIGNED) - TITLE SIGNATURES FOR SPRINKLER CONTRACTOR (SI ED) T TESTS WITNESSED BY S ?11e TITLE .L DATE ADDITIONAL EXPLANATIONS AND NOTES ter. . 'P? 7 M CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UOICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTY NAME DATE ?J J PROPERTY DRESS ACCEPTED BY APPROVING AUTHOR ITY('S NAMES ?t PLANS ADDRESS x/77 - n 514- ' KJ / •' INSTALLATION CONFORMS TO ACCEPTED PLANS: YES NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YESW NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pope valve clappers shall be left open during test to TEST prevent damage. All aboveground piping leakage shall be stopped. DESCRIP. TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which shall not exceed 1112 PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed l+h PSI (0.1 bars) In 24 hours. TESTS HYDROSTATIC: ALL PIPING- REQUIRED PNEUMATIC: DRY PIPING DRAIN EQUIPMENT OPERATION: ALL, SERVES BLDGS: 1+ ff 1 LOCATION eft &Z l,/ MAKE MODEL SIZE QUANTITY TEMPERATURE RATING t SPRINKLERS >TC... OR SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW _ INDICATOR C. F FORM 85 AC, REVISED APRIL 1979 PRINTED IN U.S.A. FOR NAS & FCA, INC., P.O. BOX 719, MT. KISCO, N.Y. 10549 OPERATING TEST RESULTS: TIME TO TRIP TIP TIME WATER AL MAKE MODEL SER. THROUGH TEST PIPE WATER AIR POINT REACHED DRV NO WITHOUT WITH PRESS. PRESS. AIR TEST RATED PROPERLY Q. O. D. Q. O. D. PRESS. OUTL PIPE MIN. SEC. MIN. SEC. P.S.I- P.S.I. P.S.I. SEC. YES NO VALVES IF NO, EXPLAIN OPERATION PNEUMAT ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES ? ? DETECTING MEDIA SVPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIP AND/OR OTE CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIB ACILITY IN EACH CIRCUIT FOR TESTING YES ? NO ? IF NO, EXPLAIN PREACTION i VALVES Does Eacn Circuit Operate Does each Circuit Operate Maximum Time To MAKE MODEL $UP.,Vis on Loss Alarm? Valve Release? erate Release: YES NO VES NO MIN. SEC. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR HOURS - DRY PIPING PNEUMATICALLY TESTED: YES 7$W NO ? EQUIPMENT OPERATES PROPERLY: YESI NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES' NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLYH THE REQUIRE- MENTS OF AWS D10.9, LEVEL AR-3? VES% NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COM%, 11ANCE WITH THE REQUIREMENTS OF AWS 010.9, LEVEL AR-3? YES11, NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL. DIAMETERS OF PIPING ARE NOT PENETRATED' YES %< NO ? e%<, DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS E{ RO CONTRACTOR NA E 01F SPRI KL / r n / ?. { / , ' ir / ? a 1 Ok I ? ! I J'v l? Y& M /S FOR PROPERTY OWNER (SIGNED) TITLE SIGNATURES - FOR SPRINKLER CONTRALTO (SIGN ii TESTS WITNESSED By TITLE .£1 OATE /b --/?/- ADDITIONAL EXPLANATIONS AND NOTES M CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED By AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTV NAME DAT c clJO , 4 i/l,,1G r PROPERTY ADDRESS ? 2Len 49 /0 ACCEPTED BY APPROVING A HORITYCS) NAMES 'S ?T I PLANS ADDRESS 14 e eZ I O ' A L 5 /GCLLE?T A - INSTALLATION CONFORMS TO ACCEPTED PLAN : YES: NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YESI NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE Y NO ? ES . CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hytlrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST prevent damage. All aboveground pcpmg leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which shall not exceed 145 PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 142 PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING.U PNEUMATIC: DRY PIPING 'DRAIN--- REQUIRED EQUIPMENT OPERATION: ALL. LOCATION SERVES BLDGS: /?_{?-; SCC_ (DZLY? I l? U At - - "N MAKE MODEL SIZE QUANTITY TEMPERATURE RATINC SPRINKLERS `.H f, Y OR SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE. EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW INDICATOR 1Ff ?F FORM 8S AC, REVISED APRIL 1979 ... -__. - . rnlrvl.u Irv ?a.r..'v-.-- •. .-. OPERATING TEST RESULTS: MAKE MODEL SER- TIME TO TRIP THROUGH TEST PIPE WATER AIR TIP PANT TIME WATER REACHED AL DRY NO WITHOUT WITH PRESS PRESS AIR TES T RATED PIPE Q. O. D. Q. O. D. , . PRESS. OUT PROPERLY MIN. SEC. MIN. SEC. P.S.I. P.S.I- P.S.I. $EC. YES NO VALVES I IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIP AND/OR OTE CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIB ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PREACTION VALVES Ooes Each Circuit Operate 00" each Circuit Operate Maximum Time To MAKE MODEL Supervision LOSS Alarm? Valve Release? erate Release: YES NO YES NO MIN. SEC. ? ALL PIPING HYO ROSTATICA LLY TESTED AT PSI FO HOURS DRY PIPING PNEUMATICALLY TESTED: YES 1 NO ? gZ EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE= TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES NO ? IF YES... - - DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY H THE REQUIRE- MENTS OF AWS 010.9, LEVEL AR-3? YES NO ? WELDING 00 YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMP,LL NCE WITH THE REQUIREMENTS OF AWS 010.9, LEVEL AR-3? YES7 NO-? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNgL IAMETERS OF PIPING ARE NOT PENETRATED' YES' NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS =!?- NA E OF SPRI KL E R CONTRACTOR ? l 1116 /+?rc ?iG I k>-&_g LG?I'•4?? ERTY OWNER (SIGNED) TITLE SIGNATURES ' ra f~ O SPRINKLER CONTRACTOR IS N ED) /?qJ p7 TESTS WITNESSED BY TITLE GATE ADDITIONAL EXPLANATIONS AND NOTES i u•. :Yx OPERATING TEST RESULTS: ' TIME TO TRIP TIP TIME WATER A MAKE MODEL SER. THROUGH TEST PIPE WATER AIR PplryT REACHED RATED DRY NO WITHOUT WITH PRESS. PRESS. AIR TEST PROPERLY Q. O. 0. Q. O. D. PRESS. OUT PIPE MIN. SEC. MIN. SEC. P.S.I. P.S.I. PS.I. SEC. VES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DOES VALVEOPERATE FROM THE UAL TRIP ANO/OR ROTE CONTROL STATIONS? YES ? NO ? DELUGE & IS THERE AN ACCESS113 AGILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PREACTION VALVES Does Eath Circuit Operate Does each Circuit Operate Maximum Time To MAKE MODEL Supervision Loss Alarms Valve Release? grate Release: YES NO YES NO MIN, SEC. ALL PIPING HYDROSTATICALLY TESTED AT PSI FO HOVRS DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING VES NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY H THE REQUIRE' MENTS OF AWS 010.9, LEVEL AR-3? YESX NO ? WELDING 00 YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMF6.ANCE WITH THE REQUIREMENTS OF AWS 010.9. LEVEL AR-3? YES ?1 NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A OOCUMEN ED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAMETERS OF PIPING ARE NOT PENETRATED' VES' NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS O I, ev NA OF SP INKLER CONTRACTOR ?t1 )11 rd ? r?? TlG ? 1 /LCCR ????? R RTY OWNER (SIGNEDI TITLE F'b SIGNATURES ,p B? FOR SPRINKLER CONTRACTOR (SIG ) I& TESTS WIT NE59EC BY ,fA-ir TITLE .L DATE ADDITIONAL EXPLANATIONS AND NOTES Ifl CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED By BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTY NAME OAT c c??o ?? / 4r?/?G ? 14 1 P OPERTY ADDRESS . ,?p.?C 04e ACCEPTED BY APPROVING A HORITY('S) NAMES .? .,T PLANS ADDRESS ?jC 514 /?Q?ECT ML L! INSTALLATION CONFORMS TO ACCEPTED PLAN : YES ? NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YES NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers Shall be left open during test to TEST prevent damage. All aboveground piping leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI 12.8 bars) air Pressure and measure drop which shall not exceed 11/2 PSI (0.1 bars) in 24 hours. Test Pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 14z PSI (0.1 bars) In 24 hours. TESTS HYDROSTATIC: ALL PIPING. I Q REQUIRED PNEUMATIC: DRY PIPING DRAIN _ EQUIPMENT OPERATION: ALL. SERVES SLOGS: LOCATION 0106, µ 11 GN711'C F' MAKE MODEL SIZE QUANTITY TEMPERATURE RATINi AL 140 ) -z- -7 t CID i SPRINKLERS _ J OR "Aa 1Z 54, // SPRAY NOZZLES PIPE AND MATERIAL AND KIND CONFORMS TO STANDARD IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW ?? L"T 3WF? INDICATOR L r•u Km U5 AC, KEVISED APRIL 1979 PRINTED IN U.S.A. FOR NAS & FCA, INC., P.O. BOX 719, MT. K15CU, N.Y. 1054 OPERATING TEST RESULTS: TIME TO TRIP TIP TIME WATER AL MAKE MODEL SER. THROUGH TEST PIPE WATER AIR POINT REACHED DRY WITHOUT WITH A RATED NO Q. O. O. O. O. O. PRESS. PRESS. IR PRESS. TEST OUT PROPERLY PIPE MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. SEC. YES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DOES VALVE OPERATE FROM THE UAL TRIP AND/OR OTE CONTROL STATIONS? YES ? NO ? DELUGE 15 THERE AN ACCESSIB ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PREACTION VALVES Does Each Circuit Operate Does each Circuit Operate Maximum Time TO MAKE MODEL Supervision LOSS Alarm? Valve Release? rate Release: VES NO YES NO MIN. SEC. Z HOURS ALL PIPING HYDROSTATICALLY TESTED AT PSI FO DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO. STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY H THE REQUIRE. MENTS OF AWS 010.9, LEVEL AR-3? YES^ NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPL NCE WITH THE REQUIREMENTS OF AWS 010.9, LEVEL AR-3? YES NO ? -' DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMEN ED UALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, _ THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAMETERS OF PIPING ARE NOT PENETRATED? YES' NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NA OF SPRINKLER CONTRACTOR 111,J6 1110-c04,4--Q6 r-164C__g R PERTV OWNER (SIGNED) TITLE SIGNATURES ' SPRINKLER CONTRACT?gq (SIGNE y TESTS WITNESSED BY TITLE /`.? ? -Y Zr DATE ADDITIONAL EXPLANATIONS AND NOTES 3L: - :at - CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTY NAME DAT c Cho 5 / />fG role. P OP E RTY ADDRESS ? ? ) ACCEPTED BY APPROVING A HORITY('S) NAMES PLANS ADDRESS 514 ILCLLE?T BLS ?jl/ INSTALLATION CONFORMS TO ACCEPTED PLAN : YES NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION ??? OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES/VA NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. ?? INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE I YES CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? D4 NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or, 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST Prevent damage. All aboveground piping leakage shall be Stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which shall not exceed I4z PSI (0.1 bars) in 24 hours. Test Pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed Ivz PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING. 14 P E REQUIRED N UMATIC: DRY PIPING DRAIN EQUIPMENT OPERATION: ALL. SERVES SLOGS: LOCATION ? ,{ GP r.?I'.? -7-MInv FLcor- oltj s k/4 to MAKE MODEL SIZE - - QUANTITY TEMPERATURE RATINC r?' L ' H" ` z zos Sb ! t SPRINKLERS o OR GENTRAL ' SrOEvLttL ?// °r 1" SPRAY NOZZLES PIPE AND MATERIAL AND KIND CONFORMS TO STANDARD IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW 7 7 Fp 7 INDICATOR !? ; t r UKM a> AC, REVISED APRIL 1979 --PRINTED IN U.S.A. FOR NAS & FCA, INC., P.O. BOX 719, MT. KISCO. N.Y- 10541 • OPERATING TEST RESULTS: MAKE MODEL SER. TIME TO TRIP THROUGH TEST PIPE WATER AIR TIP POINT TIME WATER REACHED AL DRY NO, WITHOUT WITH PRESS PRESS AIR TE T ATED Q.0.0 . . . PRESS. OUT PROPERLY PIPE MIN. SEC. MIN. SEC- P,S.1. P.S.I. P.S.I. SEC. VES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIP AND/OR OTE CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIB ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PREACTION VALVES Does Each Circuit Operate Does each Circuit Operate Maximum Time To MAKE MODEL Supervision LOSS Alarm? Valve Release? grate Release: YES NO YES NO MIN. SEC. ? ' ALL PIPING HYDROSTATICALLY TESTED AT PSI FO HOURS DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES NO ? IF YES... -"- " DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY H THE REQUIRE- MENTS OF AWS D10.9, LEVEL AR-37 YES NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPL NCE WITH THE REQUIREMENTS OF AWS 010.9. LEVEL AR-3' VES NO ? - DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMEN ED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAMETERS OF PIPING ARE NOT PENETRATED? VES' NO ?. DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NA E F SPRIN LER CONTRACTOR -111 >J 6 (tic c K ie C?G7?/?l?i?? R PROPERTY OWNER (SIGNED) TITLE SIGNATURES FOR SPRINKLER CONTRACT101 (SIGNED /' q TESTS WITNESSED BY TESTS WITNESSED BV ?TITLE 1 r?L DATE/C-I / U ADDITIONAL EXPLANATIONS AND NOTES art ; .. Ifl CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNEO BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTY NAME DAT PAOPERTY ADDRESS ACCEPTED BY APPROVING A HORITV(5) NAMES e? US ,T PLANS ADDRESS Q 514 P lGGLLE?T 5 /S?II L INSTALLATION CONFORMS TO ACCEPTED PLAN : YES NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES/ NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. v INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YES NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI 13.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST Prevent damage. All aboveground piping leakage shall be stopped. DESCR IP. TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure tlrop which shall not exceed IV, PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1V, PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING. yl REQUIRED PNEUMATIC: DRY PIPING DRAIN EQUIPMENT OPERATION: ALL. LOCATION SERVES BLDGS: ??? n =: i v / MAKE MODEL SIZE QUANTITY TEMPERATURE RATINC SPRINKLERS OR SPRAY NOZZLES PIPE AND MATERIAL AND KIND CONFORMS TO STANDARD IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW E ?• INDICATOR I L L t W rUKM 150 AC. REVISED APRIL 1979 PRINTED IN U.S.A. FOR NAS 8, FICA, INC., P.O. BOX 719, MT. KISCO, N.Y. 1054 Ifl CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riserl PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE By THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTY NAME OAT P OPERTY ADDRESS ACCEPTED BY APPROVING A HORITY('S) NAMES PLANS ADDRESS ' C wA 14 - ? A_44e -&T rL 5 INSTALLATION CONFORMS TO ACCEPTED PLAN YES' NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YESI$ NO ? IF YES, GIVE NAME. IF NO, EXPLAIN, INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE T?( Y NO ? ES yla\ CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST Prevent damage. All aboveground piping leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop Which shall hot exceed 142 PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air Pressure and measure air pressure drop which shall not exceed 142 PSI (0-1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING. 7f PNEUMATIC: DRY PIPING ORAIN_ REQUIRED EQUIPMENT OPERATION: ALL, SERVES BLDGS: tit JJ LOCATION MAKE MODEL SIZE QUANTITY TEMPERATURE RATIN SPRINKLERS I 117 a p It OR A Z SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO 41<7 STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW INDICATOR E V?d ?% rn !- ? FORM 85 AC, REVISED APRIL 1979 -_ . . ,,..----- -- PRINTED IN U.S.A. FOR NAS & FGA. INU., V.U. eux /IV, MI - tasouu, rv. r. w. OPERATING TEST RESULTS: TIME TO TRIP TIP TIME WATER A MAKE MODEL SER- THROUGH TEST PIPE WATER AIR POINT REACHED DRY WITHOUT RATED P P NO Q. O- D. WITH Q. O. D. PRESS- PRESS. AIR PRESS- TESL OUT PROP ERLY I E MIN. SEC. MIN. SEC. P.S.I. PS.1. P.S.I. SEC. YES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIP AND/OR OT E CONTROL STATIONS' YES 13 NO ? 81 IS THERE AN ACCESSIB ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO 13 IF NO, EXPLAIN PR EACTI ON VALVES Does Each Circuit Operate Does each Circuit Operate Maximum Time To MAKE MODEL Su rvlslon Lou Alarm? Valve Release? grate Release: YES NO YES NO MIN. SEC. mil/ ? ALL PIPING HYDROSTATICALLY TESTED AT PSI FO HOURS DRY PIPING PNEUMATICALLY TESTED: YES NO ? S EQUIPMENT OPERATES PROPERLY: YE NO O TESTS IF NO. STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES NO ? IF YES... '- 00 YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY,1 y?T H THE REQUIRE- $ ?\ MENTS OF AWS D10.9, LEVEL AR-3? YES/ NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED By WELDERS QUALIFIED IN COMPL NICE WITH THE REQUIREMENTS OF AWS 010.9, LEVEL AR-31 YES NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED UALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAMETERS OF PIPING ARE NOT PENETRATED' VES' NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAE SP INKL ER CONTRACTOR r ERTY OWNER (SIGNED) TITLE OP / SIGNATURES Of O SPRINKLER CONTRACTOR IGNED) n _ J ? TESTS WITNESSED BV? TITLE DATE t ADDITIONAL EXPLANATIONS AND NOTES r "i OPERATING TEST RESULTS: ' TIME TO TRIP TIP TIME WATER AL aSirW' MAKE MODEL SE R. THROUGH TEST PIPE WATER AIR POINT REACHED DRY PIPE NO. WITHOUT Q. O. D. WITH Q. O. D. PRESS. PRESS. AIR PRESS. TEST OUT RATED PROPERLY MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. SEC. YES NO VALVES IF NO, EXPLAIN OPERATION PNEVMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISEO: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UALTRIP AND/OR OT E CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSI ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PREACTION VALVES Does Each Circuit Operate Does each Circuit Operate Maximum Time To MAKE MODEL Supervision Loss Alarm? Valve Release? elate Release. YES NO YES NO MIN. SEC. ALL PIPING HYDROSTATICALLY TESTED AT PSI FO HOURS DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED ' TEST BLANKS WELDED PIPING YES NO ? IF YES... 00 YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY lp[VH THE REQUIRE- MENTS OF AWS 010-9, LEVEL AR-3? YES^ NO ? WELDING 00 YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPL NCE WITH THE N ? ' REQUIREMENTS OF AWS D10.9, LEVEL AR-3? YES K UALiTV CON- ED 00 YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCI. MENKED TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAMETERS OF PIPING ARE NOT PENETRATED? YES' NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: _ REMARKS NA OF SPRINKLER CONTRACTOR OPERTV OWNER (SIGNED) TITLE , SIGNATURES " FO SPRINKL R CONTRACT (SIG D) F /- TESTS WITNESSED BY ?lC-C TITLE DATEZ!l "-/ ADDITIONAL EXPLANATIONS AND NOTES c? +s. L_I LJ CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY A80VEGFIOUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTY NAME OAT c Cho 4? ? ,4 F//n?G P ?OP?E_R?TyY? ADDRESS 4?n ?C.oi?E O,aK /O??/T ACCEPTED BY APPROVING A HORITY('S) NAMES ` • ?T PLANS ADDRESS 9 /4 Z-5 r7 Mf / INSTALLATION CONFORMS TO ACCEPTED PLAN : YES- NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES?? NO ? v IF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YES NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static pressure In excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST Prevent damage. All aboveground piping leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which shall not exceed Ph PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed Iva PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING. IF PNEUMATIC: DRY PIPING DRAIN-? REQUIRED EQUIPMENT OPERATION: ALL, SERVES BLDGS: LOCATION MAKE MODEL SIZE QUANTITY TEMPERATURE RATING r Pa /Z SPRINKLERS OR SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM D E V I C E MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW ? % INDICATOR L ? L YM FORM 85 AC, REVISED APRIL 1979 PRINTED IN U.S.A. FOR NAS & FCA. INC., P.O. BOX 719, MT. K15CO, N.Y. IUpg`_ 1 fl CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES. OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITYPS REQUIREMENTS OR LOCAL ORDINANCES. PR TiR A ?i yl C?FEG fTl-G II PROPERTY ADDRE;SS Ll(ri.-L? 1__1 ACCEPTED BY APPROVING AUTHO Y(•S) NAMES / PLANS ADORES ///1f c S/ 164V JyJ L / F? INSTALLATION CONFORMS TO ACCEPTED PLANS: YESLZ4 NO ? EQUIPMENT USED IS APPROVED ESPir? NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION A ?( NO ? OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YE IF YES, GIVE NAME. IF NO, EXPLAIN, INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE N C1 O CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? VE- IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers Shall be left open during test to TEST prevent damage. All aboveground piping leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which Shall not exceed Iva PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed lye PSI (0.1 bars) In 24 hours. TESTS HYDROSTATIC: ALL PIPING. DRY PIPING DRAIN PNEUMATIC REQUIRED : EQUIPMENT OPERATION: ALL. LOCATION SERVES BLDGS: 44 GG- MAKE MODEL SIZE QUANTITY TEMPERATURE RATING SPRINKLERS L? ?7 OR SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MOO L MIN. SEC. OR FLOW INDICATOR G r??? fTTI?GJ?- ?J Z- ?? FORM 85 AC, REVISED APRIL 1979 rKIN I tU IN ua.a+. I-UK lva ? a rr M, uva.., ., ov....?, --- --- ?- OPERATING TEST RESULTS: MAKE MODEL SER. TIME TO TRIP THROUGH TEST PIPE WATER AIR TIP POINT TIME WATER REACHED ALA DRY NO. WITHOUT WITH PRESS PRESS AIR TEST g7ED PIPE Q. O. D. Q. O. D. . . PRESS. OUTLET-' PROPERLY MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. SEC. YES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATIC ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES ? DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE AL TRIP ANO/OR TE CONTROL STATIONS? YES ? NO ? $ IS THERE AN ACCESSIB ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PRFACTION VALVES Does Each Circuit Operate Does each Circuit Opere[e Maximum Time 70 MAKE MODEL Supervision Loss Alarm? Valve Release? grate Release: YES NO YES NO MIN. SEC. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR HOURS DRY PIPING PNEUMATICALLY TESTED: YES, NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO. STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE= TEST PIPE OPEN WIDE STATIC PRESSURE p51 PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YE NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY J!.!??H THE REQUIRE- MENTS OF AWS 010.9. LEVEL AR-3? YESG6L NO ? WELDING 00 YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AWS 010.9. LEVEL AR-3? YENO ? 00 YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED. AND THAT THE INTERNAJ.. DIAMETERS OF PIPING ARE NOT PENETRATED? VESrgy_, NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS Q NA E OF RINKLE CONTRACTOR I FOR PR Y NER (SIGNED) TITLE SIGNATURES CO 14 > FOR PRINKLER CONTRACTOR (SIG ON90) TESTS WITNESSED BY TITLE OATE/?) ADDITIONAL EXPLANATIONS AND NOTES :r CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. P PERTY NAME QD?? P DAT ? /l?? 1 / " S ?rJ LAY PR ER7V ADO V APPROV ING AU RITV('S) NAMES V 77 PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS: YES NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES Iy.L NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. / INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE yES NO ? CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST Prevent damage. All aboveground piping leakage Shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which shall not exceed lih PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 142 PSI (0.1 bars) in 24 hours. ' TESTS HYDROSTATIC. ALL PIPING. REQUIRED PNEUMATIC: DRY PIPING DRAIN EQUIPMENT OPERATION: ALL, LOCATION SERVES BLOGS: ' -}?/ 1r/? ?{!b M I MAKE MODEL SIZE QUANT TY TEMPERATURE RATING C -r f+ •1 'ZI f I ??j SPRINKLERS r " r Y C,._ L- OR I I 7r g 57 SPRAY NOZZLES PIPE AND MATERIAL AND KIND CONFORMS TO STANDARD IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW \ 1IE f? ???? r( ? INDICATOR PI 1 CORM 35 AC, REVISED APRIL 1979 PRINTED IN U.S.A. FOR NAS & FICA. INC., P.O. BOX 719, MT. KISCO, N.Y. lu*-Y OPERATING TEST RESULTS: TIME TO TRIP TIP TIME WATER AL MAKE MODEL SER. THROUGH TEST PIPE WATER AIR POINT REACHED ATED DRY 10 WITHOUT WITH PRESS. PRESS. AIR TEST PROPERLY Q. O. D. Q. O. D. PRESS. OUTL PIPE MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. SEC. VES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIP AND/OR TE CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIS ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PPEACTION VALVES Does Each Circuit Operate Does each Circuit Operate --,,Maximum Time To MAKE MODEL Supervision Loss Alarm? Valve Release? erate Release: VES NO YES NO MIN. SEC. ?G PSI FOR HOURS ALL PIPING HYDROSTATICALLY TESTED AT DRY PIPING PNEUMATICALLY TESTED: VES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YE NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WI H THE REQUIRE- MENTS OF AWS D10.9, LEVEL AR-3? VES NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN.COMPLIANCE WITH THE REQUIREMENTS OF AWS 010.9. LEVEL AR-37 YES NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? VESj NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS OF SPRI LE CONTRACTOR YI ?r?G v ,G S t7,0) d?z FOR PERTY OWNER (SIGNED) TITLE SIGNATURES C P. FO SPRIN ER CO R ACTOR( E TESTS WITNESSED Sx i TITLE .L? DATE lei ,,14 '?? - ADDITIONAL EXPLANATIONS AND NOTES - n. o I CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MAOE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB- A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PR RTV NAME ?7 DATE q2 PROPERTY ADDRESS ,z„JT TY ACCEEPPTED By APPROVING AUTHORI ('/S) NAMES /` (' ADDRESS PLANS S) JGCPLCZE-7- &4- INSTALLATION CONFORMS TO ACCEPTED PLANS: YES NO ? EQUIPMENT USED IS APPROVED YE$ NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE Al ? CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YE NO IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or SO PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential ciry.pipe valve clappers shall be left open during test to. TEST Prevent damage. All aboveground piping leakage shall be Stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop Which shall not exceed 14: PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 132 PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING- REQUIRED PNEUMATIC: DRY PIPING DRAIN EQUIPMENT OPERATION: ALL, LOCATION SERVES BLOGS: ,?`? )zc_? J,-,r7 A' yam/ MAKE MODEL SIZE QUANTITY TEMPERATURE RATING 1 1-70 SPRINKLERS C L `14 fe YZ I 7 /? ??' OR - E/ TPY? SPRAY NOZZLES PIPE AND MATERIAL AND KIND CONFORMS TO M'x STANDARD IF NONE, EXPLAIN FITTINGS A L A R M D E V I C E MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW INDICATOR cyd . {d L FORM 85 AC, REVISED APRIL 1979 1'HINIEU IN U-S.A. l-UK NHO w -,,. , 11,' r.U. eUn iae, mi. n1 ' I-. L-1 OPERATING TEST RESULTS: ' TIME TO TRIP TIP TIME WATER AL MAKE MODEL SER. THROUGH TEST PIPE WATER AIR POINT REACHED DRV PIP NO WITHOUT Q. O. D. WITH O. O. D. PRESS. PRESS. AIR PRESS. TES OUT T L ATED PROPERLY E MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. SEC. YES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATIC ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES ? DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE AL TRIP AND/OR T E CONTROL STATIONS? YES ? NO CI gi IS THERE AN ACCESSIBL CILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PREACTION VALVES Does Each Circuit Operate Does each Circuit Operate M8XIn1UR1 Time MAKE MODEL Supervision Lou Alarm? Valve Release? elate Release: e: YES NO YES NO MIN. SEC. ,p7 ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR HOURS DRY PIPING PNEUMATICALLY TESTED: YES , NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES Ix NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY I H THE REQUIRE- MENTS OF AWS 010.9, LEVEL AR-3' YES NO ? WELDING 00 YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLI NCE WITH THE REQUIREMENTS OF AWS D10.9, LEVEL AR-31 YES NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL. ?DIAMETERS OF ? PIPING ARE NOT PENETRATED' YES;Xf NO ? /i `` DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS Igo N A "E O SPRINKLER CONTRACTOR' t? ? r 1?1 Ll ' rR L (??z1111?2 FOR OPERTY OWNER (SIGNED) TITLE SIGNATURES IC7 FOR SPRINKLER CONTRACTOR GNEO) dor TESTS WITNESSED BY TITLE DATE & ADDITIONAL EXPLANATIONS AND NOTES Ifl CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO E-R,T? Y .rN?AM • /? ? "? "C l ? DACT +J f' . C? / L+ra+l E> J r^'' 1i? PROPERTY ADO ES y 1 ? ? /J / _ ? ; L - ? frCJ ` A O BY APPROVING AUTH TY('SI NAMES PLANS ADDRESS -14 INSTALLATION CONFORMS TO ACCEPTED PLANS: YES, NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION ? OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? - YES NO AF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE Its Y I {0 NO ? V ` ES CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two.nours or 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST prevent damage. All aboveground piping leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which shall not exceed 1V2 PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1112 PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING. PNEUMATIC: DRY PIPING DRAIN REQUIRED EQUIPMENT OPERATION: ALL, LOCATION SERVES BLDGS: l y G./o? ? 1d? 4 /'? MAKE MODEL SIZE QUANTITY TEMPERATURE RATING /?_ a r Ir r A's SPRINKLERS i L C--? OR SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST POPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW INDICATOR D7TL f? ( Z r-o YURM ac Au, REVISED APRIL 1919 -rt?rrv I .u uv ?.?.n- - -- a ....., ....... ..?. ...w. ,.?. OPERATING TEST RESULTS: DRY MAKE MODEL SER. TIME TO TRIP THROUGH TEST PIPE WATER AIR TIP POINT TIME WATER REACHED ALA NO WITHOUT WITH PRESS. PRESS AIR TEST ATED PIPE Q. O. D. Q. O. O. . PRESS. OUTL PROPERLY V MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. SEC. YES NO ALVES IF NO, EXPLAIN OPERATION P N E UMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES ? ? DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE GOES VALVE OPERATE FROM THE AL TRIP ANO)OR OTE CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIB ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PREACTION VALVES Does Each Circuit Operate Does each Circuit Operate Maximum Time To MAKE MODEL Su rvis on Loss Alarm? Valve Released erate Release: YES NO YES NO MIN. $E C. ALL PIPING HYDROSTATICALLY TESTED ATn PSI FOR HOURS DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES X NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY H THE REgUIRE- MENTS OF AWS D70.9, LEVEL AR-31 YES NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLI NCE WITH THE REQUIREMENTS OF AWS D10.9, LEVEL AR-3? YES NO ? 00 YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAMETERS OF PIPING ARE NOT PENETRATED? YE NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME O SPRINK R CONTRACTOR i cam' r rG ? Rr 1?CC-?`?i- L (J.?kht? F OPERTY OWNER (SIGNED) TITLE SIGNATURES I ?- SPRINK E CONTRACTO (SIGNED) TESTS W17NESSEO BV TITLE DATE//) -?y• ADDITIONAL EXPLANATIONS AND NOTES 7 CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C I SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES. OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PR PERTY NAM ^? RAIJ. f C_ E DATE S - ? ? ? (P ? PRO AD [(JJ??R?ES M?F,1_ BY APPROVING AUTH TY(-S) NA ACCE PT ED , PLANS ADDRESS / ?4? 674 j INSTALLATION CONFORMS TO ACCEPTED PLANS: YES NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES NO ? IF YES, GIVE NAME. IF NO. EXPLAIN, INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE ? CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YES NO IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST Prevent damage. All aboveground piping leakage shall be Stopped. DESCR IP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which shall not exceed l:k PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 142 PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC. ALL PIPING. Z0 PNEUMATIC: DRY PIPING DRAIN REQUIRED EQUIPMENT OPERATION: ALL. LOCATION SERVES BLDGS: 1 - I ? y / r G}?IT?L7C GL?`/1 r _` ' nQL ?f ?? ?E!? ,gr { C? C? MAKE MODEL SIZE QUANTITY TEMPERATURE RATING ff r rl ?e? ,l SPRINKLERS L vJ OR / fG? Ci SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW ?. >7 r)` F F;'1 INDICATOR ; G - r FORM 85 AC, REVISED APRIL 1979 PRINTED IN U.S.A. FOR NAS & FGA, INC., P.O. BOX 719, MT. KISCO, N.Y. 10b4V OPERATING TEST RESULTS: MAKE MODEL SER. TIME TO TRIP THROUGH TEST PIPE WATER AIR TIP POINT TIME WATER REACHED AL DRY NO. WITHOUT WITH PRESS. PRESS AIR TEST gTEO PIPE 0.0.0. Q. O. D. . PRESS. OUTL PROPERLY MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. SEC. VES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATIC ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UALTRIPAND/OR OTE CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIB ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PPEACTION VALVES Does Each Circuit Operate Does each Circuit Operate Maximum Time To MAKE MODEL Su rvislon Loss Alarm? I Valve Release? elate Release: YES NO YES NO MIN. SEC. ?/ ALL PIPING HYDROSTATICALLY TESTED AT G-670 PSI FOR _Z- HOURS DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE u STATIC PRESSURE PSI r PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES NO ? IF YES... 00 YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIRE- MENTS OF AWS 010.9. LEVEL AR-3? YES Y90` NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLANCE WITH THE REQUIREMENTS OF AWS 010.9. LEVEL AR-3? YES NO ? 60 _ DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? VEST yr?? NO ? V DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS N A E F SPRI FR CONTRACTOR ? / l ki?6 / 21 L? L d ? (?? ?, ? i M 1 tLTcM ?? 1 F PERTV OWNER (SIGN TITLE ' ER SIGNATURES . E R - O SPRINKL R CCONNTRACT (SIGNP) / TESTS WITNESSED BY ??? T E -? /1) ? ? ITL / DATE ADDITIONAL EXPLANATIONS AND NOTES M CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE ' UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PR PERTY NA - ?R ? DATE °a A? ?c ?? ?P s r PROPERTY ADDRESS L' 1 C/ ACCEP ED BY APPROVING AU ORITY('S) NAMES PLANS ADORES j - z ti j? ) LO[.LCCT ??, '5 INSTALLATION CONFORMS TO ACCEPTED PLANS: YES NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YE NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE „ _/! NO ? Y E CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST prevent damage. All aboveground piping leakage shall be stopped. DESCRIP- , TION PNEUMATIC: Establish 40 PSI (2.8 bars) air Pressure and measure drop which shall not exceed 142 PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 142 PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING. 2af PNEUMATIC: DRY PIPING DRAIN REQUIRED EQUIPMENT OPERATION: ALL. SERVES BLDGS: - LOCATION G- S? ?-i MAKE MODEL SIZE QUANTITY TEMPERATURE RATING SPRINKLERS 4 L ;) r ,I lGU l 5 OR SPRAY NOZZLES T MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW ?s?r C 4ulFD INDICATOR FORM 85 AC, REVISED APRIL 1979 PRINTED IN U.S.A. I-UK NAa a DWn /AV, ,,. r., ?..... .-?-_ OPERATING TEST RESULTS: MAKE MODEL SER. TIME TO TRIP THROUGH TEST PIPE WATER AIR TIP POINT TIME WATER REACHED ALA DAY NO. WITHOUT WITH PRESS PRESS. AIR TEST ATED PIPE Q. D. 0. Q. O. O. . PRESS. OUTL PROPERLY MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. SEC. VES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: VES ? DETECTING MEDIA SUPERVISED. YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIPAND/OR ROTE CONTROL STATIONS? YES ? NO ? & IS THERE AN ,gCCE5518 AGILITY IN EACH CIRCUIT FOR TESTING. YES El NO ? IF NO, EXPLAIN PREACTION VALVES Does Each Circuit operate Does each Circuit Operate Maximum Time To MAKE MODEL Supervision Loss Alarm? Valve Release? grate Release: YES NO YES NO MIN. SEC. ALL PIPING HYDROSTATICALLY TESTED AT f.? PSI FOR HOURS DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES ((C[[[lot NO ? i?• TESTS IF NO, STATE REASON GRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE ?/t STATIC PRESSURE PSI PS 14 NUMBER VSED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES. NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIRE- MENTS OF AWS D10.9, LEVEL AR-3? YES NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLL}ANCE WITH THE REQUIREMENTS OF AWS 010.9, LEVEL AR-3? YES ` - NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? YES NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAM OFSP INKLER CONTRACTOR t J6 ? 2 (fr L E/ , +? GMl { iL ?J1Y?1 wi j F ROPERTY OWNER (SIGNED) TITLE SIGNATURES r _e, OR SPRINKLER CONTRACTO ( NED) per" ?? TESTS WITNESSED BY . - . , P TITI nATF ADDITIONAL EXPLANATIONS AND NOTES qr ' ;3hr e' ID CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES. OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTY NAME DAT i c Cho 5 .?? / ? - .JG g i P OPERTY ADDRESS L'74E ACCEPTED BY APPROVING A HO RITY('S) NAMES PLANS ADDRESS Q 14 ? / !5 3 //r• i?otGEcT ! L INSTALLATION CONFORMS TO ACCEPTED PLAN : YES: NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES/ NO ? - IF YES, GIVE NAME. IF NO, EXPLAIN, , INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE Y NO ? ., ES . CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? IF YES, GIVE NAME. IF NO, EXPLAIN. ' HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 bars) above static pressure in excess of 150 PSI (10.3 bars). Differential drY-pipe valve clappers shall be left open during test to? TEST prevent damage. All aboveground piping leakage shall be stopped. OESCR IP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which Shall not exceed 1VS PSI (0.1 bars) in 24 1 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1vt PSI (0.1 bars) In 24 hours. TESTS HYDROSTATIC: ALL PIPING. I ? PNEUMATIC: DRY PIPING CRAIN REQUIRED EQUIPMENT OPERATION: ALL. LOCATION SERVES BLOGS: ' r .on t t'' (? G? l i - MAKE MODEL SIZE QUANTITY TEMPERATURE RATINC SPRINKLERS / -p?- ( L+G tom. 1, V ) L l ??O ._.. OR SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD - PIPE AND IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW r?rl INDICATOR ?? Ci%? t F? ?1t:! -- FORM 05 AC, REVISED APRIL 1979 _-.PRINTED IN U.S.A. FOR NAS a rcA,,irvs,., r.v. osr? rev, - rte. -• ^••. OPERATING TEST RESULTS: TIME TO TRIP DRY MAKE MODEL SER. THROUGH TEST PIPE WATER AIR TIP P TIME WATER A NO. WITH OUT WITH PRESS PRESS AINT AIR REACHED RATED PIPE Q. O . D. Q. O. D. . , PRESS. OT PROPERLY VALVES MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S_I, SEC. YES NO I IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIP AND/OR ROTE CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIB AGILITY IN EACH CIRCUIT FOR TESTING- YES ? NO ? IF NO, EXPLAIN PREACTI ON VALVES Does Each Circuit Ooerate Goft each Circuit Operate Maximum Time To MAKE MODEL Supervision Loss Alarm? Valve Release? erase Release: YES NO YES NO MIN. SEC. ALL PIPING HYDROSTATICALLY TESTED AT PSI F ?' O HOURS DRY P IPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI TEST BLANKS NUMBER USED LOCATIONS NUMBER REMOVED WELDED PIPING YES NO ? IF YES... 00 YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY H THE REQUIRE- MENTS OF qW5 D30.9, LEVEL AR-3? YES NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED N COMP I LIANCE WITH THE REQUIREMENTS OF AWS 010.9, LEVEL AR-3? YES/ NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH , THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAMETERS OF PIPING ARE NOT PENETRATED? YES' NO ?. DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS O NA OF SPR NKLER CONTRACTOR ERTY OWNER (SIGNED T ITLE SIGNATURES O SPRINKLER CONTRA C TO SIGNS A ? TESTS WITNESSED RY ADDITIONAL EXPLANATIONS AND NOTES Ifl CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING (Fill Out Separate Certificate For Each Riser) PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVING AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP- PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO PERTY N U?? T?K?tw ? DAT PROPERTY ADDRESS O/?T r ACCEPTED BY APPROVING AUTHO TY('S) NAM E s ? e ADDRESS PLANS SI 7Gg[, dsds?7T L& INSTALLATION CONFORMS TO ACCEPTED PLANS: YES NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YES IaO. NO ? V? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4,bars) above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test to TEST prevent damage. All aboveground piping leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which shall not exceed 1V2 PSI (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which Shall not exceed lyz PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING. PNEUMATIC DRY PIPING D a? REQUIRED : RAIN EQUIPMENT OPERATION: ALL. LOCATION SERVES BLDGS:: ? C "T) 'tAYLrFc7_ I CCTI?S I-, P 1t MAKE MODEL SIZE QUANTITY TEMPERATURE RATING SPRINKLERS v LI. ) 1 Y 7 j1 ?? OR I"11'-f"? Z ? SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD " PIPE AND IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW C- VA L? 5vj FD INDICATOR m .`s :s7 :#6 ruKM ao Ac, Htvistu AFRIL 1Yr9 rnirvi eu IN u.?.r. run .A a rur, uvs.., r.a' c.,- -1, - . •••---I . --- -- OPERATING TEST RESULTS: MAKE MODEL SER. TIME TO TRIP THROUGH TEST PIPE WATER AIR TIP POINT TIME WATER REACHED A DRY NO WITHOUT WITH PRESS. PRESS AIR TEST PIPE Q• O- D. Q. O. D. . PRESS. OUTL PROPERLY MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. SEC. YES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES ? DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIP AND/OR OT E CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIB ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PREACTION VALVES Does Each Circuit Operate Does each Circuit Operate Maximum Time To MAKE MODEL Supervision Loss Alarm? Valve Release? erate Release: YES NO YES NO MIN. SEC. ?t - _z ?J ALL PIPING HYDROSTATICALLY TESTED AT _ HOURS PSI FOR DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES?idl NO ? IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WI-SH THE REQUIRE- MENTS OF AWS D10.9, LEVEL AR-3? YE%?OZ NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED By WELDERS QUALIFIED IN COMP NCE WITH THE REQUIREMENTS OF AWS 010.9, LEVEL AR-3? YES NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAMETERS OF PIPING ARE NOT PENETRATED? VESs NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAM OF SPRINKL R CONTRACTOR FOR PERTV OWNER (SIGNED) TITLE SIGNATURES ? ' ?FO`A SPRINKLER CONTRACTOR GNED) y-' TESTS WITNESSED By TITLE L DATE 14D °/. ADDITIONAL EXPLANATIONS AND NOTES CONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A & C - SPRINKLER & WATER SPRAY ABOVEGROUND PIPING Will Out Separate Certificate For Each Riser) PROCEDURE - UPON COMPLETION OF WORK, INSPECTION AND TESTS SHALL BE MADE BY THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED B? AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEt FINALLY LEAVE THE JOB. A CERTIFICATE SHALL BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHALL BE PREPARED FOR APPROVINC AUTHORITIES, OWNERS AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ UDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOP WORKMANSHIP, OR FAILURE TO COMPLY WITH AP PROVING AUTHORITY'S REQUIREMENTS OR LOCAL ORDINANCES. PRO ERTY NAME DAT P OPERTY ADDRESS z4zz) ,Lpa/? Q4K / ©iti? ACCEPTED BY APPROVING A HORITY('S) NAMES PLANS ADDRESS T l - e . Ie4'el T L? NJI INSTALLATION CONFORMS TO ACCEPTED PLAN : YES NO ? EQUIPMENT USED IS APPROVED YES NO ? IF NO, STATE DEVIATIONS - HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT? YES NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. INSTRUC- TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE *A( CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YES . NO ? IF YES, GIVE NAME. IF NO, EXPLAIN. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 PSI (13.8 bars) for two hours or 50 PSI (3.4 ban above static pressure in excess of 150 PSI (10.3 bars). Differential dry-pipe valve clappers shall be left open during test t TEST prevent damage. All aboveground piping leakage shall be stopped. DESCRIP- TION PNEUMATIC: Establish 40 PSI (2.8 bars) air pressure and measure drop which shall not exceed ly/ PSI (0.1 bars) in 2. hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 15 PSI (0.1 bars) in 24 hours. TESTS HYDROSTATIC: ALL PIPING. /J PNEUMATIC: DRY PIPING DRAIN L REQUIRED EQUIPMENT OPERATION: ALL, SERVES BLOCS: LOCATION t' 4i MAKE MODEL SIZE QUANTITY TEMPERATURE RATit SPRINKLERS r- G4' J r C_ u5 J ? I .r ?Z- ? 65y OR SPRAY NOZZLES MATERIAL AND KIND CONFORMS TO STANDARD PIPE AND IF NONE, EXPLAIN FITTINGS ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIP ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW INDICATOR FORM 85 AC, REVISED APRIL 1979 PRINTED IN U-S.A_ FOR NAS & FGA, INC., P.O. BOX 719, MT. KISCO, N.Y. iu: OPERATING TEST RESULTS: MAKE MODEL SE R. TIME TO TRIP THROUGH TEST PIPE WATER AIR TIP PO NT TIME WATER REACHED AL _ DRY NO. WITHOUT WITH PRESS. PRESS. AIR TEST RATED PROPERLY PIPE Q. 0. 0. Q. O. O. PRESS. OUT MIN. SEC. MIN. SEC. P.S.I. P.S.I. P.S.I. SEC. YES NO VALVES IF NO, EXPLAIN OPERATION PNEUMATI ELECTRIC ? HYDRAULIC ? PIPING SUPERVISED: YES ? DETECTING MEDIA SUPERVISED: YES ? NO ? DELUGE DOES VALVE OPERATE FROM THE UAL TRIP AND/OR OTE CONTROL STATIONS? YES ? NO ? & IS THERE AN ACCESSIB ACILITY IN EACH CIRCUIT FOR TESTING. YES ? NO ? IF NO, EXPLAIN PREACTION VALVES Does Eacn Circuit Operate Does each Circuit Operate Maximum Time To MAKE MODEL SuperwglOn LpsS Alerm7 Valve Release? erate Release. YES NO VES NO MIN. SEC. '' ALL PIPING HYDROSTATICALLY TESTED AT PSI FO HOURS DRY PIPING PNEUMATICALLY TESTED: YES NO ? EQUIPMENT OPERATES PROPERLY: YES NO ? TESTS IF NO. STATE REASON DRAIN TEST: READING OF GAGE LOCATED RESIDUAL PRESSURE WITH VALVE IN NEAR WATER SUPPLY TEST PIPE: TEST PIPE OPEN WIDE STATIC PRESSURE PSI PSI NUMBER USED LOCATIONS NUMBER REMOVED TEST BLANKS WELDED PIPING YES NO ? IF YES... ' DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY H THE REQUIRE- MENTS OF AWS 0109. LEVEL AR-3? YES, NO ? WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMP ??LL..44 NCE WITH THE ??' REQUIREMENTS OF AWS 010.9. LEVEL AR-3? YES }Q NO ? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED UALITY CON- TROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL IAMETERS OF PIPING ARE NOT PENETRATED? YES' NO ? DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS O NA E OF SPRINKLER CONTRACTOR ??iI J 111 r?G l,SG SIG Ae&5g (?%'A1 ' R PROPER NER (SIGNED) TITLE SIGNATURES ?• I ? FOR SPRIN R CONTRACTOR (SIGNE Q h, TESTS WITNESSED BY TITLE DATE ADDITIONAL EXPLANATIONS AND NOTES tS? _ffi 443 Lafayette Road N. St. Paul, Minnesota 55155 www.doli.state.mn.us February 28, 2007 Walter Brush Northwest Airlines 2700 Lone Oak Pkwy. Eagan MN 55121 RE: Hydraulic Passenger - Elevator ID# Site: NW Airlines Flight Trng. Ctr., #1 086 t n Point ---E a an-55121- Dear Sir/Madam: I) Amh TEPARTMENT OF INDUSTRY t?g;& 651) 284-5005 ( 1.800-DIAL-DLI TTY: (651) 297-4198 APPROVED FOR USE 11369AL05-01 Minnesota Statutes Chapter 16B provides that the Department of Labor and Industry, Building Codes and Standards Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BBJjILDING CODES AND STANDARDS -Z .10 Bill J. Reinke State Elevator Inspector bjr/rsg (CE-2) C: Schoeppner, Dale R., BO, City of Eagan Schindler Elevator Corp. I , L C(,EEhWE IRll MM 0 2 2007 ElFormCE2 This information can be provided to you in alternative formats (Braille, large print or audiotape). An Equal Opportunity Employer M.A. MORTENSON COMPANY September 14, 1987 Mr. Doug Reid Chief Building Inspector City of Eagan 3830 Pilot Knob Road P.O. Box 21-199 Eagan, MN 55122 RE: Water Well Abandonment Northwest Airlines, Inc. Property Eagan, Minnesota Dear Doug, General Contractors Construction Managers 700 Meadow Lane North PO. Box 710 Minneapolis, Minnesota 55440 6121522-2100 As required by the City of Eagan we have completed the abandonment procedure for four water wells on property owned by Northwest Airlines, Inc. These wells were located as follows: 1. Ames Estate - Gatehouse 2. Ames Estate - Garage north of swimming pool 3. Farm well - on Northwest Aerospace Training Corporation site, north of building on O'Neill Drive 4. M.A. Mortenson construction water well at NATCO site The grouting of the wells was done by Kimmes, Bauer, Inc. and permits were taken out for each well. Please contact me if you have any questions regarding this matter. Yours truly, Mark Westin Project Manager MW/cb cc: Jim Thorne - Northwest Airlines, Inc. d -rte Offices In Denver, Colorado • Tampa, Florida • Minneapolis, Minnesota • Rochester, Minnesota • Seattle, Washington r B l Lave tic 7 ?' General Contractors Construction Managers M.A. MORTENSON COMPANY December 15, 1986 700 Meadow Lane North PO Box 710 Minneapolis, Minnesota 55440 612/522-2100 Mr. Doug Reid City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Re: Northwest Aerospace Training Corporation (NATCO) Eagan, Minnesota Dear Doug: As per your conversation to use spray-on (CAFCO) Thermafiber insulation. much easier to verify th using this approach. Th hard to access perimeter are fireproofed when cov with Jim Hackenmueller, we intend fireproofing in combination with Please note that it will be e correct placement of fireproofing ere will be no doubt that the faces of the beams and columns erect with Thermafiber. Enclosed is some literature on Thermafiber and a sketch of what we are proposing. Please confirm (in a letter to Jim Hackenmueller) that combining Thermafiber and spray-on fireproofing is approved by you. Thank you. Sincerely, ??i Jon Wanzek Project Engineer JW/ce Offices In Denver, Colorado • Tampa, Ronda • Minneapolis, Minnesota • Rochester Minnesota • Seattle, Washington W ,a im^p ompn, 00 00 ?Uftm o ,? pomm:l ONNOMPO m A=A 1 0 11 Q1.1- PM O Y .? { 33 G ! ? ? .E . a .1al??y. f M'Y .2 1 O T N I? O m a om c Z o °o ~ a a m ? m Z_ 0 z d v c J N ?I m lL m CONTENTS (Page) THERMAFIBER Life-Safety Insulations (2) THERMAFIBER Fire-Safety Insulations (3-8) -types, functions and descriptions: • THERMAFIBER Curtain Wall and Sating Insulations (3) -the wi mang comhinan on for perimeter fire contoinme-nt • Spandrel-panel fin tests (4) -1- to 5-hr. performance of four spandrel materials with THERMAFIBER CW Insu hit ion • THERMAFIBER Smoke-Stop System (5) -effective containment of flame, gas and smoke at perimeter safe-off and "poke-through" penetrations • THERMAFIBER CW and Safrng; Smoke-Stop System (6) -product availability, details of fire/sound testing • THERMAFIBER Mineral Fireproofing (7-9) -eight UL Designs, installation details for structural-framing and kitchen-duct protection other THERMAFIBER Life-Safety Insulations (9-10) -types, functions and descriptions: • THERMAFIBER Sound Attenuation Fire Blankets (SAFB) (9-10) -insulation for improving partition STCs and fire-safety in all types of commercial build ings-h igh- or low-rise • THERMAFIBER Fire Safety FS-15 and FS-25 Blankets (9-10) -thermal insulation without, or with, foil vapor barrier for exterior walls in low-rise commercial buildings THERMAFIBER Mineral Fiber Insulations (11) -thermal/sound-insulating residential types: THERMAFIBER Regular, Aluminum Foil-Fared and FS-15 Blankets Product Data-Codes, Availability& Properties (12) Good Design Practices (12) Architectural Specifications (12) lh, the n,err RAMAHAINN S.rn lhnn<n, u,C Ido,nin A,,,h,ie,t DANIEL N1AN'N,j011N50Nn NiBVUENjEll.L THERMAFIBER Fire-Safety Insulations: a product family to help assure life safety in high-rise buildings once, a fire starts, high-rise curtain-wall buildings have proved highly vulnerable to rapid upward spread of flame and smoke from floor to fluor. To prevent this, USG Acoustical Products Company offers three types of insulation for fire containment in high-rise buildings: THERMAFIBER Curtain Wall Insulation, in three degrees of rigidity; THERMAFIBER Sating insulation and its alternate, TIIERMAFIBER Smoke-Stop System. The latter offers a complete barrier to passage of smoke 'these constitute the only fire-tested systems available that confine flames to the floor of origin for at least three hours. They function together to contain the fire at the vulnerable exterior wall-floor juncture. THERMArmER Sating insulation also contains the fire at "poke-through" floor slab penetrations for utilities pass-through. Fire containment is the critically important first stage in high- rise fire-fighting strategy. It buys time for the second stage: extin- guishing the fire with minimum damage. During both stages, the structural frame must sustain the fire with no damage. USG Acoustical Products Company also offers THERMAHRER Mineral Fireproofing for protecting perimeter structural framing. and for fireproofing kitchen ducts. Three additional types of THERMADBER Life-Safely Insulations provide thermal-engery conservation, sound control and fire safety in all types of commercial buildings. THERMAFIBER Sound Attenuation Fire Blankets (SAFB) are used in many partition de- signs for effective sound control between rooms in both low- and high-rise buildings. Fire Safety FS-15 and F'S-25 Blankets are used in exterior walls for conserving thermal energy and provid- ing a high degree to fire safety. superior performance -after economical installation Supeyior performance comes from mineral raw matenal,spun into almost microscopic: fibers with an unsurpassed melt point of over 2,000°F. These fire-safely insulations are not intended for service at this temperature, but are rated noncombustible as defined by NFiPA Standard 220 when tested per ASTM E135. They emit no toxic fumes, and with foil facing, impede passage of smoke. The result is fire-protection vastly superior to that of low-melt point insulations which allow passage of flame and hot gases in less than a half-hour. All three THERMAFIBER Fire-Safety Insulations are moislure- resistant, noncorrosive, nondeteriorating, mildew- and vermin- proof-exceptional durability providing long-term retention of insulating values. They contain no asbestos, and they offer the convenience and economy of dry, unit installation, with clean, positive, mechanical attachment. They can be installed in any weather, at any temperature, year-round, without any spatter or pollution hazard. system performance USG Acoustical Products Company will provide lest certifica- tion for published fire, sound and structural data covering sys- tems designed and constructed according to its published specifications. Tests are conducted on curtain wall assemblies fire-protected with these products to meet performance require- ments specified by various agencies. SYSTEM PERFORMANCE FOLLOWING ANY SUBSTITUTION OF MATERIALS OR COM- PROMISE IN ASSEMBLY DESIGN CANNO'T' BE CF:RTIF"ED AND MAY RESULT W FAILURE ONDER CRITICAL CONDI- TIONS. The two THERMAFIBER Fire-Safely insulations-Sating and Curtain Wall-combine to provide effective fire containment plus energy savings. The use of foil-faced insulation and sealant completes the Smoke-Stop System-a new barrier in vnake life-safety insulation systems / SA-707 Fire containment-complete at each floor • with THERMAFIBER Curtain Wall and Safing or Smoke-Stop Systems • `I Fire containment, the first stage in high-rise fire-fighting, is de- pendent upon the floor slab which, although highly fire- resistive, can be circumvented. Fire can: (1) flank the slab to the floor above, either through the critical perimeter opening he- tween slab edge and spandrel panel, or through vulnerable spandrel panels and up the outside, or (2) breach it at plumbing, utility-line and HVAC duct "poke-through" penetrations. Containment requires preserving the slab containment integ- rity in the first instance above, with THERMAFIBER Sating Insula- tion or Smoke-Stop System between slab edge and curtain wall, and THi:Rn1AFIBER Curtain Wall Insulation in the spandrel panels; in the second instance, with TIIFRMAFIRER Safing Insulation or Smoke-Stop System at each penetration. 1TIIERMAFIRER Smoke- Slop System provides an alternate to Safing, and new, more com- plete barrier to smoke-see page 6 ) floor perimeter containment THERMAFIBER Sailing Insulation and THERMAFIBER Curtain Wall (CW) Insulation work together in confining fire at the floor pe- rimeter. Safing insulation, installed between floor slab and spandrels, helps to keep the fire from flanking the floor slab edge and spreading to the floor above. CW insulation, applied to the inside of spandrel panels, helps to keep the fire from breaking through and up to the flours above. These high-melt TrERMAFmER Fire-Safety Insulations have been installed together at the vul- nerable floor perimeters in some of the world's tallest buildings. They constitute the only fire-tested system available that confines flames to the floor of origin for of least three hours. typical fire-protection applications fire-containment time comparison"i insulation type ASTM El 19 test final high-mell point THERMAFIBER Curtain wall insulation ... 5hr.5 min.lal low-mall poml HI glass fiber (6-pd dens.) . .26 in glass fiber(4-pcf dens) - 12 mm.01 polyurethane ose-resistant type) ... ......... .. 2mm.01 (1) Fire containment of a curtem wall is its ability to prevent the spread of life to other floors, also its intensity, by refunding the amount of oxygen (2) Time duration of test to point at which panel is breeched, allowing passage of flame and hot gases, test controlled in accordance with ASTM E 119 limeaemperalure come, (3) Test of W thick aluminum curtain wall panel with insulation exposed to fire, wit- nessed by The Consulting Engmeem Group Inc, Feb 18.1974 No me9ing or dlsinfegra. ion after 5 hr 5 min at 2.080"F.. not construed as end pomb but Joel terminated to avoid furnace damage (4) Test of 'A' curtain wall panel with insulation exposed to lee, witnessed by Wos. Janney, Eiszner & Associates. Inc, Oct 1620.1972 For adddlonal information and details on fire containment tests, see Current Wall In501a- runfolderlW-682 An effective fire harrier at the floor perimeter depends upon both products being THERMAFIBER Fire-Safety Insulation`. Substi- tuting an ordinary low-melt type for either of the Tut:RMAFIBER Insulations at the floor perimeter is futile. the former fails, creating a bypass that renders the remaining THERMAFmER Insu- lation ineffective. 'ICRO Report No. 2331 rends 'Other insulin ton matenils cannut be used m comune- non withI NERMARRER Safing Insulation ' continuous closure - plates optional glass metal channel with impaling studs -°T-Sating dip s ° 4 4 concrete floor slab THERMAFIBER saling insulation _ 4 4 a 4 min air spat -THERMAFIBEfl THERMAFIBER curtain vial "awmineral fireprot to 8^ m in T fl- USG Acoustical Products Company 3 O T (V Z O S 7 _z Z U Z O _J 7 m i IH Z m o - U N F U O O a U H 7 O Q U U TH1S4FMAFI8ER c'URTA/N WALL /NSULAT/ON ya SMOKE SEAL COMPOUND TNERMAF/BER SAF/A/G /MPAL/NG CL/P SAl /ASK. W/TN ,-OIL 11,1541LAT/GW 2" TO &'MAX. -GURTA/N WALL 5PANOREL PANEL RECOM ENDED I _, Not recommended 1 { USG Acoustical Products Company I RE 1 a hie safety lire system m ALUM/NUM FRAME 1 O ?p ? ? e R FU ? ( EN RNACE ( }( SUB COVER ' ° Q N 50 ryP W/TN SCREW V FA 5 TENER • /R SAF/NG CL/P CE Z4'0. C. ASSF/qER /NSULAT/ON • ° TEMiEREO ti GLA55 !I r I t' • STEEL STUDS ' FACED N/7N ?• S4EETROCK®d4AND -f 4A GENS17Y F/RECO? ? ° 5 ?-I jNERMAF/BFJ2 GYPSUM PANELS S'AF/NG spandrel panel fire test set-ups IN curtain lest containmenPi' wall type description 8 test no. key 1hr alum mullion Tempered solargray glass panel 5'1 ma x6'10",'/ahick. setin turnmullion frame-2-x4'x5'CW-90 Curtin Wall Insulation-wire impaling A glass panel devices with speed clips 24"oc-CEG 7-25-75 5hr 6 alum Panel 5'x6'8",'A'thick, bolted to alum angle frame-2"CW-90 Curtain Wall Insulation-alum weld-en pins with speed dips approx If 3hr alum Panel 4'x69".0123 thick, belled to frame-CW 70 Foil-Faced Curtain Wall lnsulatmn-'A'alum weld-on pins with speed dips spaced C spandrel 14"ved, 12 honz-USG 1130-]t 3hr glass Tempered wson-glass panel, 3'2'x6'24",'/4"thick, in alum frame-FCW-90 Dark Curtam Wall lnsutalion-weld-on funs with D spandrel speed clips at lop and bottom -CEG I-241 hilusI 2hr glass Tempered glass panel .4'8'x5'9",'4"thick, in alum trame-2"CW-W Foil Faced Cured Wall Insulation-weld-on pins with E spandrel speed clips-WJE-72481 2hr alum Panel 4'x6'9',0247"thick, boned to frame-2"CW-40 Foil-Faced Curtain Wall Insulation-W alum nail, weld on pins with F spandrel speed clips 14' van. 12"Wriz-USG 10-18.71 2hr alum Panel 5'x6'e'.'A"thick, ballad to fratne-2"CW-90 Curtain Wall lnsufation-weWron pins with speed clips approx. G 2hr gramle Panel, 11A6thick, secured to 212"x2ih"x'/4 " steel angle frame 3'8'x6'6'-2" CW 90 Foil Faced Curtain Wall lnsulaton-weld on H panel pinswdhspeed Wpsspacedl2-o.c amundtrame-CEG103-B1 hilus) 2hr glass-fiber GFRC panels, 6'81/4'x7','A"thick, bolted to frame-4" USG steel studs anchored to panel-5" CW40 Curtain Wall Insulation in I reinforced cavity-2 layers 'h" SHEETROCK brand FIRECODE' C gypsum panels screw all to studs-CEG 4-23412 (dlus) concrete panel P2 hr glass fiber GFRCNnOs,6'81A"x7','h'lhick,boltedtoframe-4 USGsteelsludsanchoredtopanO-YCW-4000dam Walllnsulationin J renforced cavity-sA" SHEETROCKbraNFIRECODE "C' gypsum panels screwed lostuds-CEG 2-342 Ifr alum Exterior alum and steel panel 4'Vx6 Tsecured in frame-1'/4'CW-90 Curtain Wall Insulation-Impaling pins and speed clips K spandrel as, center and fop-USG 6-3-71 1hr alum mullion Heal-strengthened black glass pael 3'3"x5'9".'/a'thick, in alum mullion frame-P"CW-90 Fal-Faced Curtam Wall Insulation L glass panel inserted in mullions-support clips at floor slab-CEG 8-681 1 le. alum mullion Panel, liA a" tteck,msertedm alum mullion Items, 37 ti'8"-honz USG met fur than befw minimns-2i2"CWA0 Curlam Wall M granite panel Insulation behmd than-4a" SHEETROCK Maud FIRECODE "C' gypsum panels applied and screw solo than-CEG 7-27.61 (1)Tmanshownuotmbeconstmedasendpomts (2)Conducfedtoesfablishanendpoinlfo THERMAFIBERInsulationinalypcalcunamwallassembin0utatter5M 5min withoelladure or physical change (except color), lest was terminated to avoid furnace damage -41, test D: 3-hr. glass spandrel 0 • p o . , test G: 2-hr. aluminum spandrel %1. 4 P test H: granite spandrel - test I: H2-hr. GFRC spandrel life-safety insulation systems / SA-707 THERMAFIBER • Curtain Wall Insulation creates a fire barrier from a spandrel panel With THERMAFIBER Curtain Wall Insulation, spandrel panels of all materials-glass, metal, granite-becmne fire barriers with excellent fire-containment and thermal values. This insulation is noncorrosive mineral fiber, and especially suitable for alumi- num, structural glass, porcelainized metal, both prefabricated and field-assembled. Designed for quick mechanical attachment, it functions equally well in exterior column covers, and in win- dow and track fillers. • In addition to the regular type, TnERMAFIBER Dark Curtain Wall Insulation is available for structural glass spandrels. It pre- vides dark color and obscured surface texture, ideal for use be- hind vision-glass spandrel panels. Evaluation of a mock-up spandrel is recommended before proceeding with installation Both the regular and dark typt,s of TuERMAFIBER CW Insulation are available as precision-prefornied, semi-rigid blankets of regu- lar (unfared) felt, and swim-reinforced, foil-faced felt. Foil facings provide extra durability for field installation during short periods of inclement weather, also make separate vapor retar- ders unnecessary without affecting fire containment ratings. Effective curtain-wall fire containment-the result of pioneering spandrel-panel fire tests • • Since there are no established fire tests for spandrel panels, USG Acoustical Products Company designed one at its Research Cen- ter using ASTM E119 time-temperature curves and recording procedures. Tested along with glass fiber and polyurethane types of insulation, Regular THERMAFIBER CW Insulation was the only one to pass the test. It effectively resisted the passage of flame and kept the aluminum spandrel panel temperature well below melt point. Tests-none of which reached end-point temperature-are detailed in the table "Spandrel Panel Fire Test Set-ups" (see page 4). THERMAFIBER Dark Curtain Wall Insulation, physically the same as Regular CW Insulation except for color, is designed-in two ways-to be unapparent behind vision-glass spandrel panels. First, it is much darker in color than Regular CW Insula- tion. Second, it installs on lightweight aluminum angles to main- tain a space behind the spandrel. The combined effect provides total obscurity. Since the combined effects of color and shading can be unpredictable, a full-scale mock-up of the insulated spandrel is required to assure desired appearance. Tested in comparison with glass fiber insulation, in identical tem- pered glass/aluminum-mullion cur- tain wall assemblies, THERMAFIBER Dark CW Insulation clearly demon- strated its fire-performance superior- ity. Maintaining dimensional stability, it allowed no damage to the assembly at the end of the 3-hr. fire test period. By contrast, glass fiber insulation began shrinking and melt- ing at 10 min., causing its glass spandrel to shatter at 17i/: min., and the test to be terminated at 18 min. (see Fire Test CEG 4-2-81, page 4). THE Regu THERMAFIBER Safing Insulation keeps the floor slab from being flanked by fire ... TnERxtAtmrR Sating Insulation contains high-rise fire to the floor of origin, by (1) keeping the fire from flanking the slab edge at the exterior wall-floor juncture opening, (2) breaching the floor slab at utility "poke-through" penetrations. by sound ... 'rhe exterior wall-floor juncture opening allows a flanking path for sound as well as fire. The THERMARHER Safing Insulation fire barrier becomes also a sound barrier, providing excellent between-floors sound attenuation. TIn:RMAIIHER Safing Insulation is available as a single, 4-pcf density miaera[-fiber material, precision-formed into a semi- I igld blanket, 4" think and 24" wide by approximately 44" to 60" long, depending upon producing-plant location (see "sizes & availability", back cover). The companion 20-ga. THRRMAMIJER Safing Impaling Clip fsee detail, page 3), facilitates proper instal- lation. Performance-tested by USG Acoustical Products Company at its Research Center, THERMAHBER Safing Insulation passed with flying colors. Again, as with spandrel panels, testing proce- dure was originated and developed by the Company's Research Center, and the results are now accepted by code agencies na- tionwide. THERMAHBER Sailing Insulation was tested: ... for fire-endurance-test no. WJE 71460 for over 3 hrs. as an B" wide by 4" thick strip contiguous with a simulated THERMAHBER CW-Insulated spandrel panel as one end of the furnace, at its top edge. Cotton waste, placed on the protected side near the end of the test, did not ignite, and inspec- tion following the test revealed undiminished insulation thickness-evidence of THERMAFIBER Safing Insulation's ef- fectiveness as a fire-stop. ... for sound attenuation 4" thick and of 4-pcf density. THERMAFIBER Sailing Insulation rated STC 49 when installed, between steel cover plates, in a 6" open- ing between a 6" thick concrete floor and exterior wall. Perfor- mance was superior to that of 2-psf lead in the same opening, and compared favorably with the STC 54 of poured concrete, in the same opening. Test data available on request. THI Dart CD W V T n USG Acoustical Products Company 5 THERMAFIBFR Safing Insulation or THERMAFIBER Smoke-Stop System: alternatives for an effective harrier at "poke-through" penetrations At all "poke-through" openings- peuetra I on, of the fluor slab ar wdlls by popes, ducts and various litiillws-'I'll, entail IabR Safing IIIYnld alto I" the answer to Interior fi re,' unlain mrnl, flour-to-fluor and to ddl,Crnl duds It IS oasily installed S' 1111)'V hN filling, or using wire bskets, oT all such opolings (flour s[db il- lustrated). to become ill nfb•etive banmr to the passage ill smoke and hot gays For enmp)elo containment. of smoke and nr as well as fill!, TiuxR im o it Smoke-Stop Svslrm is fill. answer This new svsfunt Installs in loo parts al all floor or wall "puke-through" panuha- tions The oprning Is first completely lillud kvith No 1111.1o Safing Insulation, then sealer[ with the svi and part-a spre lal flame -prowl scalaul. Thor "poke-through" fire containment tests 'Pests conducted by I1SG Arnushral Products Cnp;uty have show it it to be Inglik effec lit 'e lit retarding ill(, spreamd of vnuke, 'T'ests are described beluty p Fire lest Ch:G 4.11.78 r Various utilitv cables. conduits, pipes and ducts ? through 4" and 6' concrete floor slabs, 2Y-hr. CD Construction: Ileavp electrical cable., galvanlzrd vent pip,' and air duct, rigid conduit. soil and black loon Ill[)(-. insulated I optic, water pipe, penetrating floor openings scaled full thickness wdb ToLKNA1'IabR Safmg Insulation. N m a m c Q 0 d m N N m rn Fire lest USG 8-2-76 Telephone cables through 4" and 6"concrete floor slabs, 1-hr. Construction: Insulated telephone cables grouped in various numbers and sheathed in carious materials, sealed fill" fill')' openings %vith the following methods (a) 4" 9111,RAtAl Rn!R Safing ut 4" slab, (b) 10" TIII:INIAI afR Sdfing IOiltdinud in shunt motel st"va pipe sleeve projecting a",[tutu 4" slah, Ic) 2"'11n R%I.%l lle.R Sddng'n 4" slab, with £t" pranular'IN psuni cnn[:unr.d in "lute pipe.s[eeye pea leant in g b" above. 5[116. to l same, Is`ild except 4" prulecteal above. li'" slab, (cl Sams: as °I, I" rx, epl 4" probe loo above, ti" slab. (f) sfnn[ar to ' (cI- except It' granular gvpsum m 8" sleeve, above IV Tio,im tl mI'.a Sating in f" slab 732711111 (j7 ,4 <V^t,.e 4 \? y ht al'i: h le= cmult" " .. THERMAFIBER Smoke-Stop System prevents passage of particulate smoke and air Experienr e, has shown that smoke and toxic gases are often more Ide-threatening than fire itself '['laKMAI IaIR Smoke-Stop System. designed specifically as an etfeCtIve- hairier to smoko, combines "fl,resim 1111.R Safing Insulatiot Will, TIn.RUAI MIX Smoke-Sral-a special smoko-resistant sealant. Installed at all poke-through punetralions, it blocks smoke from passing from fluor to floor Four more pioneering tests-comparing Till;RMAl9aLR Stuck(!. Stop System with ToKKNI nFaF:R Safing Insulation-have proved this Svslem's snmke-blocking Offeruvcnuss: Fire test CEG 8-7-85 Poke-through penetration of 4" lightweight concrete slab- 9" diameter hole with/without telephone cables Test-c"mparisons: (114' I'111KNIAHM R Saing Insulation With 'A" gap. (2) 4" TH I.RMA F 1H ER Smoke-Slop syalern, ita gap. 1:11 4" Tw.RxtAi wRR Suh ke Stop Svslem. with telephone cables, and n" gap, 14) sinlildr to #1. but oo gap. Results: # 1 passed visible, smoke and much air within it fen' seconds, #2 passed no visible smoke and no air, #:3 passed it, visible smoke and uo ail. #4 passed no visdde smoko. bill tlTy.. as touch air its #11. Conclu-.ions. Tm:Ral,t"m.R Safmg Insulation ti [toed out part, e- late smoke. but '1'n' RVAI'IHLR Suutkc;-Stop Systeot ef(e( lived blocked o)I porlu Mule smoke and oil Snake-Slop tied,out, ,pphcd to'HIERxfA1111I:R satin, !ffa, heel, blow ks pdu a ulalr wu,k,; and ,it uux'ena'nt life-safely insulation systems / SA-707 •l'IIERMAFIBER • Mineral Fireproofing; protects perimeter structural framing and kitchen ducts Ilu u?l.,l III r .,\hnrlal I ur Ill oot uh H •? hl llh-rllrl In r plug rl - Ilnll 1(FI kill hru du, la ul1. and I ruI It l.ll alrrl null, lu Ill h- II.:•It IF IIIF III?.I rule I ltd I ell, IF u l,I I I Ill" uu 1,.1 u,dld num nrlu"Cv lu <Irl•I .Ind Illunll Il I'll PrT hll•Inuutn lp ul (nlunll...md Lrdllla Ihn pl nl Lll a lrlti I rptlnn.d dnIahl h lgal II l p„Ilul 11 .. plat-un nlelrl l.d. I:1r 11 III. Ur'ign. ur ae.uLAW, ,v1111 I I I Lrtino.a as lullm% -I it -Nu. X.101 .I-hl' - Au+ A.Iof, Nmjn . H.,01, L-hl --A'un ViO5. \3115- N,1104 01114 1302 AlLu hnlunl nrnnr and Lrdn meth ,aline+trpr>ul ,clddln,• •Ind sn.lp-uu Lllpr. Illutil ralyd p.l!;rn For protecting kitchen exhaust ducts , II I In4 ab I l. IU $Irau• tllr? fIUO, M IIIIIII, Illle prot lll t Is a, uila I I I ul 12-' n, Ilw kin, 8-1 iI l dlnlall, Ia1 rd a'It I I lotI tit lien lluhulh- , h•III• It allots .1 lion-haul ''III II ha, me hrl•n r+Iod In III I uId- .m1 r u llh fire lion 1,4 67(O) nl Iho SId6• nl I\ I,( ...I'm (:(Fiji- ICLG Hrpul (9- 12-771 mineral fireproofing details kitchen duct fireproofing 2-hr. fire test F2'h' THERMAFIBER CEG 9-12.77 mineral fireproofing 3" square fit •,'II speed clips .,",•.' '• -,.7 proofing re` ' 1 - LhmD30 bench hea der duct faring c;ncrete i . ! ter`/., ;;. beam fireproofing 2-hr. D915 UL Design ?G ` G. •f i V f? THERMAFIBER mineral fireproofing parked in flutes . weld-on clip (type A) clinch shields used at each layer `.?•?mineral fireproofing offset 4" (2layers of 2") shiplap horizontal \ o 0 comers O) N V n ??_ -? '•? .: 'f.'???• ?? _ _ L•I .:--rr-weld-0n clip " `S. - f• _ L (type A) - I /" .v y 1" 1HERMA411 b\ Ial t^%? %rr- , h 1 mineral Nreprooling I ??-clinch shields O - THERMAFlBER r -cLr = ; used at each - 2 layers %* SHERROCK' mineral fireproofing _ - _ ? _ layer o brand FIRECOOE •'C•• (3 layers of 11 -?,_- gypsum panels f/ Y\ 3 U I USG Acoustical Products Company 7 rlmu;, lip-and, Ilm h.lw4d. ..+ ur• hn•pluuLuF In I ulumn I )re tl,pmululG.urruwld' IYV III .UppotlIng Ilv4[law 0 T N t` O I? m a o, 0 w m m v m m m fire & UL designs BL Design no. beam slits 4 hr. Mineral Freproolirg-2'thick around column adachnd wim's'sleN wve4WS welded lp column 24"oc max, X304 W14 ----- -r••••••••y •?•••. -y- irucx motion column emceed with stud welding pins or l2ga, nano dips and church shreds spaced 16.0 c. max X306 W10 Xd9 3 hr t Mineral Fa rook Spaced 12'ox max-214i" oar 2'thick around b9am dwim stud welding pins, or 12ya Range Clips and clinch Shields 2 Rconcrete On cellula, lar steel floor units undo N306 We X24 3hrf Mineral Fireproofing-snigtolayer 1 "thick,8,25 pd under poor deck and trench header wnh double-layer '2' SHEETROCK brand FIRECOODE "C'• gypsum panels under trericn he d m l - 8101 W6 er- a p e-layer 3 ihick mineral fireproofing around beam-hrepreoMg and parxaS atached with stud welding pins and clinch Sh•lds-21W concrete on fluted steal Ikxx units X12 2hr Mineral Fireproofing-21le' thick around column atached with stud welding pms or 12-ga flange dips and dmch shelds spaced 24'o.c max. X305 W1o X49 2hr• Mineral Firepro0hng ?doible-layer 2' Nick around beam attached wait stud welding time or 12-9e flange clips and clinch shields spaced 16" o c. Max -31N" concrete on fluted l ll t D915 cog s ee oar units t %13 2hr" MiMinera neral mi?rez'ing-2- thick around beam attached with WW welding pans or l2ga flange dips and dinch shields spaced Z concrete on flut d t l f N305 We e s ee loor units. 1,13o4' X24 2hr•' Mineral Fireproofing-single-layer l'ih,ck. 650 pdundefloortlxk and Mext, header wilhdouble layer 'e SHEETROCK brand FIRECODE "C' gypsum panels under bench h d l " D302 W5 ea er-mp e-layer3 thick mineral fireprw(ing sound beam-IVepwf,mg and panels aflached wdh stW welding pins and cbnch shkeds-2'd' concrete on fluted steel floor units X12 ri+asuamedb =Mttng•unm,nMra,re beamratngts2hr, teeammung4 12-ga. snap-on clip (type A) Gr'; Rating 11Z hr if Cellular steel floor units are used ''Beam rating 3 hr, cap-type B (welding) 12-ga. weld-on clips (type C) 0 weld-on clip (type E) snap-on clip (type F) clinch shield Energy conservation/sound control for commercial buildings-effective and economical with three types of THERMAFIBER Life-Safety Insulations: • THERMAFIBER Sound Attenuation Fire Blankets (SAFB) is THERMAFIBER Fire-Safety FS-15 Blankets • THERMAFIBER Fire-Safety FS-25 Blankets All three types are: • Fire-resistant-withstand ASTM El 19 fire test conditions; melt at over 2,000°F • Moisture-resistant-mineral fibers do not absorb moisture; upon drying, recover insulating efficiency • Noncombustible-per NAPA Standard 220 when tested in ac- cordance with ASTM El 36 • Asbestos-free-contain no asbestos in any form • Durable-nondeteriorating, noncorrosive • Vapor-controlling-three types with built-in vapor retarders to protect against condensation • Economical, easy-handling-rigid and strong, dry units with thick, extra-wide flanges for quick installation • Sound-control improving-boosts STC ratings of assemblies when installed in stud/joist cavities These three types of THERMAFIBER Life-Safety Insulations find both thermal and sound control, as well as fire safety, applica- tions in commercial buildings of all types. Manufactured of the same noncombustible mineral fiber material as THERMAMBER Fire- Safely Insulations, all three-SAFB, FS-15, and FS-25-meet ASTM C665. Installed in partitions, or overlaid on suspended ceilings, THERMAFIBER Sound Attenuation Fire Blankets (SAFB Insulation) provide greater privacy and productivity in the workplace, by improving sound attenuation ratings between rooms. Installed in exterior load-bearing walls, THERMAFIBER Fire-Safety FS-15 or FS-25 Insulations reduce heat transmission, saving fuel/energy and improving occupant comfort with more uniform interior temperatures. prong clip (type D) J . -4 M®¦ a ? 1P 6 4M Ae commerci.l blankets • • • 11 j life-safety insulation systems / SA-707 SAFB Insulation is unfaced for use in stud cavities, to im- prove STC ratings of walls and partitions. Pests were conducted at USG Corporation Research Center (Report No. CEG 11-23-63). Now, with an ingenious-and patented-new crease at the center of its facing, SAFB Insulation provides improved sound ratings in partitions at lower cost. Creased SAFB Insulation is made 1" wider than normal, its thickness to be slit partially through along the crease before installation. Compressing the ex- tra width into the stud cavity causes the excess insulation to buckle out, exerting pressure against the finished partition drywall surface. This damps the sound vibrations, boosting the partition's STC rating. THERMAHBER Creased SAFB Insulation's cast -effectiveness is best realized with a simple comparison: a single-foyer drywall partition with Creased SAFB Insulation pro- vides the same STC performance as a unbalanced drywall parti- tion with standard SAFB Insulation USC Acoustical Products has done considerable research on the problem of low-frequency sound transmission through walls. It has resulted in the development of several assemblies de- signed specifically for that purpose, as well as a new MTC system for rating low-frequency sound attenuation, for which no such systein previously existed. The MTC rating does not replace. the STC, but complements it, by isolating music and machin- Easy to handle. Fits snugly between Uniform smooth finish with no studs without attachments sagging cry/mechanical equipment sound sources. (Complete informa- tion is available in USG H-Spline Wall Systems, architectural technical folder SA-926, Sweet's General Building & Renovation File, Sect. 9.511d.) THERMAHBER Fire-Safety FS-15 Blankets are ideal for commer- cial wood- and steel-stud wall assemblies, and exterior Z-furring. They are unfaced but slightly wider than normal for easy friction-fit between wood studs. For those areas where a vapor retarder and 25-maximum flame spread are required, Foil-Faced THERMAHBER Fire-Safety FS-25 Blankets have the foil-kraft laminate vapor retarder ap- plied with a flame-resistant adhesive. They are intended for most exposed-insulation and vapor-control applications such as floor/ceilings, walls or crawl spaces. ... in thermal energy conservation TuF.RMAFlHFR Fire-Safely Insulations provide high insulating value (R) per inch thickness, as shown in the table below: thermal re5islance values' (R =1/C) for use in Calculating heat transmission coefficients (U) insulation values thickness (maul. only) I thickness (Mn ul. only) SAFB blankets 3- 11.12 2" 741 1 5 56 1' 400 FS-25 blankets 6" 22 5'A" 19 31h" 13 3" 11 FS-15 blankets 6" 22 51le 19 31M 13 3" 11 T T41 1 56 1" 4 material values 23Winsulatmgsheaming............... .2.06 le gypsum panels ...... ............. .045 1h" insulating sheathing .. ....... .132 i§"plasterbase .... .... ........ ..032 le gypsum sheathing 045 W larded plaster.... .. . ........ 009 i" extruded polystyrene insulation 111 5.00 Wawter wnh n. W. aggregate .... . ... 032 1h plywootl ............ .......... . .0.62 pcriumil cement wdh 3/i plywood- .. ...... .. ..... ..093 aggmgate(per in.)............ ......... A 20 1h" hardboard .. .... .. ..0 34 V common bock ........ .080 a/i' soflwood(pme)... ..... ..094 4" face Wick...... ...... 0.64 3/4'' hardwood _0 68 8" day the ........... ... . ... . 1 85 1"x8"wooddm,.dag ... .. 039 8" concrete block wah 3/4" x 10' beveled wood siding...... .. ..1 as sand aggregate . . -- 1 11 exterior atucCO(1-thick) . - 020 vapor-permeable fell... .. Ooh 3R'bulll-upMating ,... ...... 033 vapor retarder plastic film negl woad shingle mofng ....... .. ...... . 094 carpet and fiber pad ..... ... .. 208 asphalt shingle mobog..._ ...... ....... . OM floor ale-asphah,"hyl ...... . 005 type of surface air space values121 non-reaecove reflect'. h w flow up Ili space ......... ....... ........ ...... ..0.95 1 57 -W space ..... ......... OTT 1 66 3'Wspace ...... ............. ... .. ... .............. 0.64 2.01 Mat flow loan W space .... ...... ........ .. ...... .. .............0.91 2.56 3/4- space ... .... _.. .....1 02 3 52 3Wspace ...... ............ ._ . .. ... .... ..1.22 817 Mat flow huruuntal W space ... ...... .... ........... . .. .... .. .......Ago 2.46 3': space ON 2.77 3"V i,pace ... ........ ..... ...... .... .... ..... 0 91 2.55 typsptsunao air surface values non-reilecbve rened'e Intake. Mat now up (still air) . .. .... 061 1 32 lade, Mat nowdown(will air). .... .. .. ......092 455 made, heal flow Mroonlal (still sin ... ......... ...._.....0.68 - outsde,(15Mph Wed) .. .. . .. ....017 - outside, (95mphwind) .. ... .025 - 'Based on listings in ASHItAE Handbook of Fundamentals (1981) (1) TMrmal resistance for extruded polystyrene msulation at WF mean temperature is 5 4: data based on ceN- fled test (2) Bawd on 5TF mean temperature and 30-F temperature differential m N n USG Acoustical Products Coin party 9 THERMARBER Fire-Safety FS-25 Blankets. shown second from left, remained intact for one full hour. Fire penetrated three glass fiber products in thirteen to seventeen minutes. Tests were conducted at USG Corporation Research Center faepart No CEC11-23-83). „Mwmi s residential O bleMreb M w? O N O in a m z O °o r o N 4? Z N Z v O co co CL 1 >. W m ? m O L) U D O (L a U U) 0 O C) U N 7 heat transmission coefficients (U =1/R) •ectlon to ba U-value THERMAFIBER fl-value " " Insulated insulation only aMwn U needed for ceargs 0026 R-38 0033 R-30 0.045 8'22 0053 R-19 wait 0053 R-19 0077 R-13 0091 R-11 Boors lover 0.045 R-22 urR,eated space) 0053 R-19 0077 R-13 0.091 R-11 ... in sound control and fire protection THERMAFIBER Fho-Safety Insulations have, in addition to thermal- insulating properties, excellent sound-absorbency. Three kinds of THERMAFIBER Insulation are used for their acoustical proper- ties: FS-15, FS-25 and Sound Attenuation Fire Blankets (SAFB), providing improvements in partition STC ratings of up to nine points. TuERMAHBER SAFB Blankets are used in partitions requiring fire ratings in addition to sound attenuation. Typical assemblies are listed below: Drywall Partitions STC Rating Steel Stud-Multi-Layer Gypsum Panels 591062 Steel Stud-Double Layer Gypsum Panels 53 to 61 Steel Stud-Single Layer Gypsum Panels 45 to 51 Wood Stud-Double Layer Gypsum Panels 53 to 59 Wood Stud-Single Layer Gypsum Panels 45 to 54 46 to 50 Movable 47 to 57 Area Separation Wall 47 to 51 Cavity Shaft Wall 57 to 60 Double Wall Drywall Ceilings 54 Steel Bar Joist-Single Layer Gypsum Panels 41 Wood joist-Single Layer Gypsum Panels 52 Wood joist-Resilient Gypsum Panels Veneer Plaster Partitions 5g to 62 Steel Stud-Multi-Layer Gypsum Base 49 to 53 Steel Stud-Double Layer Gypsum Base 45 Steel Stud-Single layer Gypsum Base 491u53 Wood Stud-Resilient Gypsum Base Standard Plaster Partitions 52 TRUSSTEEI-stud-Resilient Gypsum Lath Steel Stud-Gypsum Lath 49 typical sound-barrier assemblies n ? steel stud-gypsum drywall STC 54 2-hr. (UL Des U412) 10 THERMAFIBER Fire-Safety Insulations provide excellent sound attenuation and fire ratings in economical assemblies, as typified by those shown below. (For complete rating and lest data nn sound. and fire--rated walls, partitions and floor/ceiling assem- blies from USG Acoustical Products Company, see architectural technical folder SA-100, Construction Selector ) Superior thermal/sound-insulating performance-test-proven-with three types of THERMAFIBER Mineral Fiber Residential Insulations- • THERMAFIBER Regular Blankets • THERMAFIBER Aluminum Foil-Faced Blankets • THERMAFIBER Fire-Safetv FS-15 Blankets For residential applications. THERMAI'MER Regular Blankets are double-faced, with an asphalted vapor retarder/nailing flanges on one side, kraft or flame-retardant breather paper oil the other. Thev are intended for most floor/ceiling, wall and crawl-space applications. THERMAFIBER Aluminum Foil-Faced Blankets are similar, but with highly-reflective aluminum foil laminated to the vapor- retarder side. They are intended for those a areas where spaces. re- tarder is required, like floor/ceiling, greatest effectiveness is in air-conditioned areas and hot-climate regions. THBRM,AFIBER Fire-Safety FS-15 Blankets are for wall applica- tions only, ideal for wood- and steel-stud wall assemblies. They are unlaced, but slightly wider than normal for easy friction-fit between wood studs. fire resistance Rated noncombustible as defined by NFiPA Standard 220 and National Fire Code when tested according to ASTM E336. surface burning characteristics (according to ASTM E84) I flame designation "-ad Sating Regular funtaced) 115 Mmeml Faer)Mf, y (uniaced) 15 Mineral Rreprooling Foil-Facad 25 SAFE is FS-15 Blankets 15 FS-25 Blankets 25 Rag W Blka 1is - (1)ApplwsWE standard wor anddaM wna,n trail uvwletan Hoor/telling-resilient drywall STC 52, IIC 71 1-hr. (eeL based on UL Des L5141 ULTRAWALL movable partnton STC 50 2-hr. (UL Des U415) wood stud-veneer plaster STC 50 1-hr. (UL Dee U311) life-safety insulation systems / SA-707 • 0 • \_ J 0 Product Data-Codes, Availability & Physical Properties sizes & sni pping puurrs Tex. r:onicane Birmingham, Wabash, Intl. Tacoma , Wash , min. rasa product rg"" in ma%. x x min max MthIxl Igth or min track me%. thick. wbth Igih, thick. thick, width Igth . deel natlon thick. thick, WId[M i Igth! i thick, thick. w " 24 45 g ' . .. 2" 4" 24- 4614' 4 CW400) 2" 6' 24" 36"48`60" T 5" 24 48 36 . " , ' ' 2'h" 24 44V^ 1 P21h" 24 45 CW 701" 1'h' 5' 24" 36. 48" 60" 1 `h' S" 20" 36 48 so " 1S " " 26.. 441x. 1'4' 2' 24" 45' l " " 29 38'•48"60.. 1.. q.. 24.. 36"4860 1 2 ` " CA, 90n 4 1 ' • 4" 24• 4414 4" 4' 24 45 ti S 4" 4" 24 48" 4' 4' 24" &60 48 4 a ng 30 oz c artridge 30 oz carbidge Smoke-Seal 30 oz carmdge 30 oz cartridge " ' 24" 4414" Y' 2' 2d" 45" Min Flrepdg 1" 4' 24" 48 1" 4.. 24" 48"860., 1 ' 2 1625" 48" i. 3" 16'.25" 98" SAFB 1" 3" 16", 25" 46 t" 3" 16". 25" 48 1 " " 23" 15" rdl 1 6 15", 23" roll FS-15 t" 6" 15, 23" roll 1" 6" 15". 23" roll 1 " 6 . 24" 16" 48" 3" 6" 16•24" 48' FS-25 6" 76", 24 48' 3' 6" 16", 2d' d8" 3 - ' . 24" 16" roll 3" 16", 24' roll - - - - - - - - 0 5 , - - Regalar 3 6 15", 23" roll - - Alum FoilFort - - - - - _ ., _ i sx• a llTaw maproducts -'h", t 4S-) (1) Aluminum-1011 NOTE Dimension tolerances-width-'%'.length-'/4+s/4".tbmkness-'/a'.+v4 texce?-' ----- plsoavalable 36'x48 lacing, available from Birmingham, Corsicana and Wabash, also dark curtain wall insulation, available from Wabash or Birmingham plants (2) specification compliance Products meet. ASTM C665- • Curtain Wall Insulation as Types I and III (.02 perm, tested in accordance with ASTM E96 procedure) • Sating insulation as Type I is Mineral Fireproofing as Type I • SAFB Blankets as TypeI • FS-15 Blankets as Type I • FS-25 Blankets as Type III • Regular Blankets as Type 11 • Aluminum Foil-Faced Blankets as Type Ill Federal Specification HH-1-558B • Curtain W all insulation (all) as Classes 1 and 2 (.02 perm, tested in accordance with ASTM E96 procedure) • Curtain Wall Insulation (CW 70, CW 90) as Classes 3 and 4 ( 02 peen, tested in accordance with ASTM E96 procedure) • Sating Insulation as Classes 1 and 2 is Mineral Fireproofing as Classes 1, 2, 3 and 4 Products are approved by New York City Board of Standards & Appeals • Curtain Wall Insulation, .02 Perm, tested in accordance with ASTM E96 procedure (under BSA 214-73-SM & accepted by MEA 209-82) • Safing Insulation (619-48-SM & 39-74-SM) • Mineral Fireproofing (under BSA 619-48-SM & accepted by MEA: 70-71-M 14-hr col.), 28-75-M 13-hr. Col.), 25-74-M 12-hr. col 1, 24-74-M & 138-75-M (beami good design practices 1. Vapor Retarders-In areas where high humidity and temper- ature predominate, consideration should be given to placing the vapor retarder on warm or outside of wall to prevent moisture condensation within the insulation. 2. Ceilings-Insulation should be carefully fitted around-not over-recessed light fixtures. Covering fixtures with insulation causes heat to build up, which could possibly result in fire. elrrrt Plata aroduct nom. density approx. dens. toter- xi container eist l application method iesignaUOn -pct ante-poh thick. z s ?W 4001 40 x05 2" " per customer ti n see lasts lorreq'd CW700) (,) 60 0 x075 10 1'2 o specifica attachment CW 9o Sating 6 40 x05 percustomer specification bracketsor safmgclips Mineral g0 x15 2", 2ih per customer rmi snap on wire chow orweld- Fireproofing specoca on studs (1) Applies to both standard color and dark curtain wall insuiaimn (2) On package weight basis (3) Consult USG Acoustical Products sales engineer for limitations on shipments m bags. thermal conductivity (according to ASTM C518) ..k.. 15°F ( for Insulatio n only c _ bin- 1"thick Ph"thick 2"thick 3"thick 4'thick product hI.•sq. n. " .. .. .. . ..U.. " .,. ..U" ..a.. ..U.. .a ..a....u.. design. •°i. U a Fir 51" - - - 80 013 120 083 160 062 CW 40 02 24u1 - - 62 016 83 012 125 090 166 060 CW 70 0 43 023 65 015 87 011 130 076 174 052 CW90 02 - - - - - 160 Bahng 025 Fuepdg 023 43 0.23 - - B7 Ott - - - - (1) Applie s tc both stan dard color mM dark curtain wall msulabon architectural specifications Part 1: general 1.1 scope-Specify to meet project requirements 1.2 qualifications All materials, unless otherwise indicated, shall be manufactured by USG Acoustical Products Company, and shall be installed ac- cording to its current printed directions. 1.3 delivery and storage of materials All materials shall be delivered in their original unopened packages and stored in an enclosed shelter providing protection from damage and exposure to the elements. Damaged or deteriorated materials shall be removed from the premises. 1.4 design conditions TOERMAFIBea (Curtain Wall) (Sating) (Smoke-Stop System) (Mineral Fireproofing) (Sound Attenuation Fire Blanket) (Fi, Safety FS-15) (Fire Safely FS-25) Insulation shall be (1) (21 (3),41 (5)-hr. fire-tested under simulated field conditions, and AS7%I El lf3 time-temperature fire exposure. 0) N 'sf r f USG Acoustical Products Compam' IT O T- N r- N in m c z o O o H d ¢ m 7 m rn Z N z d o w N m IL 1 ` T Z a o_ O U to H U O a life-safety insulation systems / SA-707 Part 2; products 2.1 materials 2.1.1 curtain wall insulation THLRMAI-Hulf Curtain Wall, Type ( I, (Regular) (Foil-Faced) blankets, ( ) thick.) I wide, ( I long. (standard) (dark) color. 2.1.2 saffng insulation TulsKMAFIBER Safiug, 4" thick, ( ) wide, I ) long, (with foil facing) (with galvanized steel saffng clips). 2.1.3 smoke-slop system THBRMAI'm4:R Smoke-Stop System, consisting of TuEIIMAFIBER Safing Insulation 4" thick, ( ) wide, ( ) long, with foil facing, and THBRMAVIm:R Smoke-Seal sealant in 30-oz. cartridge. 2.1.4 structural fireproofing THBRMAFIBRR Mineral Fireproofing, (2") (2Ye") thick, 24" wide, (48"1 (60") long. 2.1.5 commercial insulating blankets TIIFRMAFm FR (Sound AtIClludt ion Fire] (FS-J5) (FS-25) Blankets, ( ) thick. ( 11% ldc, ( J long 2.1.6 residential insulating blankets THeRMAPIBBR (Regular) (Open-Faced) (Aluminum Foil-Fared) (FS-151 Blankets, ( ) thu k, ( 1 wide, ( ) Inlg Part 3: execution 3.1 curtain wall insulation application mechanically attach curtain wall insulation at approx 12" ox to exterior wall. (Install tort-faced insulation with foil facing in- ward.) Butt ends and edges closely together and fill all voids. 3.2 (saffng insulation) (smoke-slop system) application Install sidling insulation of proper size on safing clips spaced as needed, 24" O.C. nuax , (in safe-off area between curtain walls and floor slabs] (at all "puke-through" floor and wall penetrations), leaving no voids. Compress and install on wire hangers in dH Hour slab openings, to seal completely around telephone cables, ducts, piping or other utilities. (Seal opening and insulation joints completely with'rol-Rn1AFIBM Smoke-Seal.) 3.3 sound fire blanket application Install THLRMAFIBeR Sound Attenuation Fire Blankets in stud cavities of sound-rated partitions Friction fit securely between studs Butt ends of blankets closely together and fill all voids. 3.4 insulating blanket application Instal( THLRMAFIBLRlnsulatmn in framing spaces, including areas between floor joists and outside headers, leaving no voids. In- stall4ehind electrical outlets, around structural obstructions, iambs, sills, etc Cover all such areas as well as plates and headers with vapor retarder. a. Insert flanged blankets between framing members, vapor re- tarder facing inward and recessed IV,") (1/V') (1") from face of framing, flanges stapled to sides of framing members at each end of blankets and along length of flanges Staple flanges 6" o.c. max. on walls and ceilings, 4" o.c. max. on floors. Use staples in a trigger or power stapler. If required by local code, flanges on vapor retarder sides of blankets may be stapled to faces of framing members providing abutting flanges do nil overlap and are stapled flat, without bulges or folds that will prevent tight attachment of interior sur- facing materials. m USG Acoustical Products Company 101 South Wacker Drive Chicago, Illinois 60606-4385 b. Install Ti WludAntwiR Fire-Safety FS-15 Blankets between wood studs born ulterior side of wall, recessed sioduiv from stud faces. Do not staple-friction fit holds blankets in place Provide sepa- rate vapor retarder with installation of: f'oikllack (S1II.ErR0(.K Brand Gypsum Panels) (ROCKLAVI Plaster Base) (I.LIPF.RIAL Gypsum Base) (6-mil polyethylene film). C. Install Tin RmM:IBLR Fire-Safely (FS-15) (FS-251 Blankets be- tween (wood) (steel) studs from interior side of wail Attach blankets to gypsum sheathing using %,s" staples with divergent paints placed at cacti corner and in center of each blanket Hold blankets tightly against metal lath backing with taut horizontal tie-wires spaced max. 36" o.r.. Provide separate vapor retarder with installation of: Foil-Back (SnLmRO(K Brand Gypsum Panels) (RMKI.Alll Plaster Base) (IMPERIAI. Gypsum Base) (6-mil polveth- ylene film). 3.5 furring blanket application Position 'Itu.RMA1 IBI.R Fuse-Safely FS-15 Blanket vertically against waI I surface. Hold in place with a USG Z-Furring Channel ac- cording to directions. Position next blanket so drat it abuts at- tached furring member and hold in place with next furring channel 3.6 fire safety blanket application Install THLRbIAI IHI.K Fire-Safety FS-25 Blankets in stud cavities where specified. Friction fit securely between studs Install insu- lation between floor joists and support blankets with mire mesh, woven tie-wire or flexible metal rod, Butt ends at blankets closely together and fill all voids. Trademarks' The follnu'm5 trademark. u.rd herein are n„ ned b, USC Cognuamu, o„tssubs,d,.u:O, IHIdP,MAH13hR SHLLTROCK ROCKLA"III IMPERIAL 1'1b IIUsSILLI. Note All pmdmis de.v,bed here may not be a,.,hbIO or all ge-graphi. ,narko, Corn cult your loud ,a Ins nffi, r nr repaid..Neh, c fannfavoafim, - Notice We sha11 not he liable for mndcntA and (ou.cs ucrn,d damage% direrth Or on d,rer.tly sustained nor for niv loss caused by apphmtmn of Ihe.r good. nnl m ourd.mre , ith rurreal ponied nistrw.uons of Car ether than Ihe,ntendnl u.e our I'Aul0v ,a expras.ly hmw-d to replaeemm,i ni drlr?in'e Roods Aar r Inin, shall be drio ull waved ucfell 11,111 Ill wlouri, I. us wall,.. thin, 1301 da,a hem date ,I wa, or -,non bl, hould have ben d,xuvered ['Or nuttier mformaron on these pr-ducb, uidudu,g nonetnnderd sues, rnniu i L'S(; Aiuusuwl Pmdw.ls CompOn v Deft 321-2 Chicago. or sales-[hall M,dwasl&G®di Lakas: Downers Grove. IL 1312) 963-3575, Ease Tarrytown. NY (914) 332-0800, Saudi- West! Dallas, TX (214) 151-6211. Southeast. Alpharetta. GA (404) 442-31011. West Glendale, CA(818)956-1882 U.S. Gypsum ConstruUbn Div. Sales Offices: Ariaona: Phoenix. (602)866-0195 a California- Fremont, (415)792-4400. Glendale (818)956-1882• Colorado: Denver. (303)693-4111 a Florida; Jacksonville. (904)764-3293: Miami. (305)949-3436 A Georgia: Atlanta, 1404)393-0170 a HAWAII! Honolulu, (808)538-7712 a Idaho: Bmse, (208)336- 5626 a Illinois: Chicago, (:112)321-4000 a Indiana: Indianapolis, (311)648-1511 a Kansas: Prairie Village. (913)362-0503 a Kentucky' Louisville. (502)8972529 a Louisiana: New Orleans, (504)241-2020 a Maryland: Baltinal (301)355-2200 a Mas- echusatAO Cha,lear we. (611)241-x530 • Michigan: Grand Rapids, (616)942-8010, Southfield, (333)569-1900 a Minnesota: Minneapolis, (612)854-4233 a Missoula. St. Louis. 13 14187 2-9172 a Nebraska: Omaha, (402)333-5204 • New Jersey: Boon ton.(201) 263-4635 a New York: Oakfield. (716)948-5287. Stony Point (914V86- 2826, Tarrytown. (914)332-0000 a North Carolina: Chadian, (104)552-7402 A Ohio: Chroarland (216)729-1956; Cincinnati, (513)771-3215, Columbus, (6141451-77100 Oregon: Portland, (5103)626-8864 a Tennessee: Nashville. (615)361-8419 a Texas: Dal Jas, (214)157-6271 • Utah: Salt Lake Cry, 1801)266-4975 • Virginia: Norfolk (8041461. 1332. R,Jial 1004)285-7528 • Washington' Seattle, (2n5)2e14745 a Wiscorut c Milwaukee, (414)375-31110 International Dir.: Chicago. 111. (3121321-5831 SA-707/rev 6-06 Printed m U S A G --?2 "-? of ea lan 3830 PILOT KNOB ROAD, P.O. BOX 21199 BEA BLOMQUIST EAGAN, MINNESOTA 55121 Mayor PHONE' (612) 454-8100 THOMAS EGAN JAMES A. SMITH VIC ELLISON THEODORE WACHTER Counall Members THOMAS HEDGES CM Ad mn&Ma EUGENE VAN OVERBEKE Qty Clerk October 21, 1987 LOW VOLTAGE CONTRACTORS 1315 GLENWOOD AVE MINNEAPOLIS, MN 55405 Attention: Kent Nelson RE: 2600 LONE OAK POINT Dear Mr. Nelson: This letter is to verify an inspection of the fire alarm system at the above referenced address. As of Friday, October 16, 1987 all systems function properly. The flow control system functions properly, as well as the three- post indicator valves. All smoke detectors that were checked worked properly. The systems were spot checked on all three floors, tunnel and basement throughout the building and at random, all systems worked. Sincerely, William Bruestle Building Inspector WB/js THE LONE OAK TREE.. THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 1. 4 ----------------- ******* * F'I F::E F•F:0-rEZCT"I CAN EcY [-,O aF LJ-rE:Ve r>E:. I GN Acw4cwwwW*:Ww3cwwwapewwW°WWW* WWWwgcw npc WIKIb^lSr AU'rOMATXC SF•FCINKLER ? SIC S' Y- F• ?h OJ B_ , d'S I T`O N 7K ?**%??K?kc**:k***?c**?cX???KX?Xc*k?***%?*?%?k?k**%tk?*****k?Yc:k*kc%?k?%K*kC%c***Nc*>O<*?K:X*#*?k**?*%?* * CONTRACTOR VIKING AUTOMATIC SPRI14KLER COMPANY * NAME NORTHWEST-AEROSPACE TRAINING CORPORATION * LOCATION '2600 LOAN OAK POINT EAGAN MN 55121 * SYSTEM NO. 'WING-D-89 * CONTRACT NO. 7066 SY - F'rAUL , MI NN E?f HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING CORPORATION DATE 11/13/89 LOCATION 2600 LOAN OAK POINT, EAGAN MN 55121 BUILDING STEEL BEAM h METAL DECK SYSTEM NO. WING D 89 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 7066 CALCULATED BY MARK TEMBREULL DRAWING NO. 1 OF 2 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 30' OCCUPANCY SIMULATOR BAY S !( )NFPA 13 ( )LT. HAZ. ORD.HAZ.GP.( )1( )•( )3( )EX. HAZ. Y !( )NFPA 231 ( )NFPA 231C FIGURE CURVE E ! (X)OTHE:R PER IRI .25/3000 T !( )SPECIFIC RULING MADE BY DATE E M !AREA OF SPRINKLER OPERATION 3000 SYSTEM TYPE !DENSITY- GPM .25 (X)WET( )DRY( )DELUGE( )PPEACTION D !AREA PER SPRINKLER 90 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 100 MAKE CENTRAL MODEL A S !HOSE ALLOWANCE GPM-OUTSIDE 400 SIZE 17/32 K-FACTOR 8.1 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 165 G ! N ! -------------------------------------------------------- CALCULATION ! GPM REQUIRED 875.73 PSI REQUIRED 57.68 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST APRIL 1988 ! RATED CAP 0 ! CAP. 0 T !TIME OF TE='S'T ! AT GPM 0 ! ELEV. 0 E !STATIC (PSI) 84 ! ELEV 0 ! R !RESIDUAL (PSI) 49 ! ! WELL !FLOW (GPM) 2660 ! ! PROOF FLOW GPM 0 S !ELEVATION ! ! P ! P !LOCATION :8" LOOP UNDERGROUND LOOP AROUND BUILDING L !SOURCE OF INFORMATION :IRI FLOW TEST Y ! ---------------------------------------------------------------------- !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID FILED Y. PALLETIZED % RACK 7. M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ( )OPEN T ! C ! 0 ! K ! FLUE SPACING: CLEARANCE:S_TOP.AGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE A ! ! ------------------------------------------------__=____?________=_____ ------------------------------------------------ G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! -------------------------------------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) *?X*%?*******kc**k:%?%c%?k?*%?k?kc?%?%??F*?%?*k?kCkcXc%C***%k%K:kkC*%?X?*X?*kc***k?:kN?Xc?%?C:k*?Ckc*?%XcXc*kC****#****?k* F-I FZ E F"F<0-rNECT:E E3ri--0 Y C0MF'9 -r E:Fi H>E:.VI r HM ':IK*rarc*c VX F6:X i^8G fieLA`Y"0HAT2 C SF'FgI Nl<IFE Fv. GO< _ ?kcw:oc JOB- NORTHWEST AEROSPACE TRA114ING CORP JOB NO 7066 DATE 11/13/89 PAGE 2 ***************************WATER FLOWS INTO BUILDINGS**********:X*************** FOFv. - NOF.cTV DENSITY X AREA 0.250 X 3000.00 Y. OVERAGE = 0.17 RACKS INSIDE HOSES OUTSIDE HOSES IWE:.YT AEFi00F= Pk0EE' TFZAX N3 N(Yr 750.00 = 127.50 0.00 = 100.00 400.00 FLOW RF_Q'D FOR SYSTEM = 877.50 FLOW AT BASE OF RISER = 977.50 MIN FLOW AT BASE OF RISER = 0.00 TOTAL FLOW = 1377.50 STATIC PRESSURE = 84.00 RESIDUAL PRESSURE = 49.00 RESIDUAL FLOW = 2660.00 FLOW FROM CITY SUPPLY AT 20PEI = 3686 GPM PRESSURE FROM CURVE @ TOTAL FLOW = 73.64 ELEVATION = 0.00 FOOT = 0. NO. DIA C. LENGTH FACTOR + FLOW PF FLOW VELOCITY 1 6.030 140 94.00 Q IH 0.00 2.45 977.50 10.98 ADDITIONAL VALVE LOSS, ETC. = 0.00 SAFETY MARGIN = 0.00 PRESSURE AVAILABLE FOR SYSTEM - 71.18 c?? rE/Sri i ;7 n ) z WWWW V I KI MG AUYOMAYz C S7P FcI NKL-ER CO.- Ac*cxcW JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/13/89 PAGE 3 **************k;?CSk*%?***** kc*?*?*?C;kREM07'E f 1'0 BOSFt******?mk?**%K?k**?k?K*Nc***kc*?c%K?***?* HYDRLC. QA 'C' EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN 21.03 C=120 8.00 7.66 ---Q=K*SQR(P) P= 7.66 6 1.687 0.00 0.00 CK= 8.1 0(3` V = 3.02 2 1.03 0.0141 8.00 0.11 --------- -------- 22.58 ------- C=120 ---------- --------- 8.33 ------- 7.77 ----------------------------- CK7-__ 8.f 00 P= 7.77 5 1.687 0.00 0.00 VELOCITY = 6.26 --------- 43.61 -------- 0.0544 ------- --------- 8.33 -- ------- 0.45 ------- ------------- ---------------- 23.23 C=120 - 8.33 8.22 _ L,?= 8.f00'P= 8.22 4 1.687 0.00 0100 VELOCITY = 9.59 66.84 0.1199 8.33 1.00 --------- -------- 24.60 ------- C=1 2O --------- ---------- 8.33 ------- 9.22 ------------_---------------- f U23- P= 9.22 3 1.687 0.00 0.00 VELOCITY = 13.12 91.44 0.2141 8.33 1.78 --------- -------- 26.87 ------- C=120 --------- ---------- 3.i7 ------- 11.05 ----------------------------- CK= 8.10d P= 'ff.01 2 1.687 fT 8.0 8.00 0.00 VELOCITY = 16.97 118.31 0.3448 11.17 3.85 -- -------------- --------- -------- 0.00 ------- C=120 --------- ---------- 10.83 ------- 14.86 ---------- •--- QA= O.OOPT= 14.86 f 3.260 0.00 0.00 VELOCITY = 4.55 --------- 118.31 ------- 0.0139 -------- --------- 10.83 - ------- 0.15 ------- ----------------------------- 119.42 C=120 -- 10.83 15.01 QA= 119.42PT= 15.01 13 3.260 0.00 0.00 VELOCITY = 9.13 --------- 237.73 -------- 0.0507 ------- --- - - 50.83 -- - 0.55 ---- ---------------------------- 122.25 C=12O - --- ------- 10.83 - -- 15.56 - QA= 122.25PT= 15.56 25 3.260 0.00 0.00 VELOCITY = 13.83 359.98 0.1092 10.83 1.18 -------------------- ---- --------- ------- 45.43 -------- C=120 --------- 2E 7.0 ---------- 14.50 ------- 16.74 ---- - QA= 45.43PT= 16.74 37 3.260 14.00 0.00 VELOCITY = 15.58 -- - 405.41 -- 0.1361 23.50 - 3.88 ---- ------------------------------ ------ ----- -52.33 -------- C=120 --------- --------- 7.50 --- 20.62 QA= -52.33PT= 20.62 44 3.260 0.00 0.00 VELOCITY = 13.57 --------- 353.08 -- --- 0.1054 ----- 7.50 0.79 - ---------------------- -- -- -51.34 --- C=120 --------- ---------- 14.00 ------ 21.41 ----- QA= -5f.34PT= 21.41 46 3.260 0.00 0.00 VELOCITY = 11.59 --------- 301.74 ------- 0.0788 -------- ----- - 14.00 ---- -- 1.10 ------ ----------------------------- 301.74 --- ---- - 22.51 CS 40 48 -------- -------- -51.00 -------- C=120 --------- ---------- 9.50 ------- 22.51 ----------------------------- QA= -5f.00PT= 22.51 48 3.260 0.00 0.00 VELOCITY = 9.63 250.74 0.0559 9.50 0.53 JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/13/89 PAGE 4 ********************************REMOTE 1 TO BOSR% **?k**?K***?K K***?K?k*** k**Mc****?k*** HYDRLC. QA 'C' EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE PV ***** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN --------- -------- -53.73 ------- C=120 ---------- 2E 7.0 --------- 12.50 ---------- 23.05 --------------------------- QA= -53.73PT= 23.05 50 3.260 14.00 0.00 VELOCITY = 7.57 --------- 197.01 -------- 0.0358 ------- ---------- 26.50 --------- 0.95 --------- --------------------------- -50.11 C=120 10.83 24.00 QA= -50.11PT= 24.00 51 3.260 0.00 0.00 VELOCITY = 5.64 --------- 146.90 -------- 0.0208 ------- 10.83 0.23 - -- - -49.28 C=120 ---------- --------- 10.83 --------- 24.22 --- ------------- ------ - QA= -49.28PT= 24.22 52 3.260 0.00 0.00 VELOCITY = 3.75 --------- 97.62 ----- 0.0097 - ----- 10.83 0.11 - --------------------------- --- -48.86 - C=120 ---------- --------- 10.83 -------- 24.33 QA= -48.86PT= 24.33 53 3.260 0.00 0.00 VELOCITY = 1.87 -------- 48.76 --------- 0.0027 - 10.83 0.03 ------ --------------------------- 0.00 ------ C=120 ---------- --------- 115.00 --- 24.36 QA= 0_00PT= 24.36 54 1.687 2T 8.0 16.00 0.00 VELOCITY = 7 -------- 48.76 --------- 0.0669 ------- ------- -- 131.00 - ------- 8.76 --------- --- ---------------- ------ 0.00 C=120 - - 10.83 33.12 QA= O.OOPT= 33.12 55 4.260 0.00 0.00 VELOCITY = 1.1 -------- 48.76 --------- 0.0007 ------- 10.83 - 0.01 ---- ---- --------------------------- 48.86 C=120 ---------- -------- 10.83 - 33.13 QA= 48.86PT= 33.13 56 4.260 0.00 0.00 VELOCITY = 2.2 97.62 0.0026 10.83 0.03 -------------- -------- -------- 49.28 -------- C=120 ---------- --------- 10.83 --------- 33.16 --.----------- QA= 49.28PT= 33.16 57 4.260 0.00 0.00 VELOCITY = 3.31 146.90 0.0056 10.83 0.06 -------- -------- 50.11 ------ C=12O --------- 2E10.0 ---------- 12.50 --------- 33.22 --------------- QA- 50.11F'T= 33.22 58 4.260 20.00 0.00 VELOCITY = 4.43 -------- 197.01 -------- 0.0097 -------- ---------- 32.50 --------- 0.32 --------- --------------------------- 53.73 C=120 6.46 33.53 QA= 53.73PT= 33.53 59 4.260 1T20.0 20.00 0.00 VELOCITY = 5.64 ------ 250.74 0.0152 26.46 0.40 - -- ----------------------- - -- -------- 250.74 -------- --------- ---------- ----- - 33.94 --- CS 41 60 -------- -------- -119.42 -------- C=120 --------- ---------- 3.00 --------- 15.01 ---------------------•------ QA= -l19.42PT= 15.01 13 1.687 1T 8.0 8.00 0.00 VELOCITY = 17.13 -119.42-0.3508 11.00 -3.86 -- --------------------------- -------- -------- 27.05 -------- C=120 --------- ---------- 8.33 ------- 11.15 = 8.100 P= 11.15 14 1.687 0.00 0.00 VELOCITY = 13.25 -92.37-0.2181 8.33 -1.82 =lcnKWW VX KM MrA dLA A? E?8•aATI 9F 9F<T "KiL-eR 00- WWaF W JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/13/89 PAGE 5 ?k*** K*>K*************** ***%?***?kREN01'E 1 TO BUSK************ k** K k*******kc X>O<*>K** HYDRLC. QA "C' EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV *A?1 * NOTES Ac?C**kc POINT OT LOSS/F LENGTHS TOT. PF PN 24.74 C=120 8.33 9.33 8 01 P= 9.33 15 1.687 0.00 0.00 VELOCITY = 9.7 -67.63-0.1225 8.33 -1.02 --------- --------------- 23.36 C=120 --------- ---------- 8.33 --------- 8.31 --------------------------- C1 00 P= 8.31 16 1.687 0.00 0.00 'VELOCITY = 6.35 -44.27-0.0559 8.33 --0.47 -------- ---------------- 22.68 C=120 --------- ---------- 8.00 --------- 7.84 -----------_-_--_------------- [K= 8.100 P= 7.84 17 1.687 0.00 0.00 VELOCITY = 3.1 -21.59-0.0148 8.00 -0.12 -------- ---------------- 22.52 C=120 --------- ---------- 7.67 --------- 7.73 --------------------------- C° 8.100 P= 7.73 l8 1.687 0.00 0.00 VELOCITY = 13 0.93 0.0000 7.67 0.00 -------- ---------------- 22.51 C=120 --------- ---------- 7.67 --------- 7.73 --------------------------- (?- S.tOQ-F'= 7:73 19 1.687 0.00 0.00 VELOCITY = 3.36 23.44 0.0172 7.67 0.13 -------- ---------------- 22.71 C=120 --------- ---------- 7.67 --------- 7.86 ---------------------------- (j 8.f 00 P= 7.86 20 1.687 0.00 0.00 VELOCITY = 6.62 46.15 0.0604 7.67 - --- 0.46 ----- - ------------- -------------- -------- ---------------- 23.37 C=120 --------- ------ - 7.67 --- 8.32 _ LK=_--8.100 F'= 8.32 21 1.687 0.00 0.00 VELOCITY = 9.97 69.52 0.1289 7.67 0.99 -------- ---------------- 24.72 C=120 --------- ---------- 8.00 --------- 9.31 -----------_---------------- -S.f00)P= 9.31 22 1.687 0.00 0.00 VELOCITY = 13.52 94.24 0.2264 8.00 1.S1 -------- ----------------- 27.01 C=120 --------- ---------- 40.00 ----_---- 11.12 --------------------------- Ch= S.f00'P= 11.12 23 1.687 fT 8.0 8.00 0.00 VELOCITY = 17.4 121.25 0.3609 48.00 --- 17.32 --------- --------------------------- -------- ---------------- 121.25 --------- ------- 28.45 CS 42 24 -------- ---------------- -122.26 C=120 --------- ---------- 3.00 --------- 15.56 ----------- OA= -122.26PT= 15.56- 25 1.687 lT 8.0 8.00 0.00 VELOCITY = 17.54 -122.26-0.3664 11.00 -4.03 -------- ---------------- 27.51 C=120 --------- --------- 8.33 ---------- 11.53 --------------------------- (j 1 001 00 P= 11.53 26 1.687 0.00 0.00 VELOCITY = 13.59 -94.75-0.2287 8.33 -1.91 ------------------------ -------- ---------------- 25.12 C=122 --------- --------- 8.33 ---------- 9.62 --- = 5.100 P= 9.62 27 1.687 0.00 0.00 VELOCITY = 9.99 -69.63-0.1293 8.33 -1.08 W:KWW V I KI HG AUl"E8MATI C S: F'F.:I hflKL-EFi 00- *K:*c*cAc JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/13/89 PAGE 6 ********************************REM01'E f TO BOSR ** K* K K*k?*?k**?K**********%c?K*%?**** HYDRLC. QA 'C' EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT OT LOSS/F LENGTHS TOT. PF PN -------- - -- --------- --------- ------ ------------------- 23.68 C=120 8.33 8.54 _ - Od1 F'= 8.54 28 1.687 0.00 0.00 VELOCITY = 6.59 -45.95-0.0599 8.33 -0.50 --------- ------- 22.97 -------- C=120 ---------- --------- 8.00 --------- 8.05 --------------------------- 8.f 00 F'= 8.05 29 1.687 0.00 0.00 VELOCITY = 3.3 -22.98•-0.0166 8.00 -0.13 --------- ------- 22.79 -------- C=120 ---------- --------- 7.67 --------- 7.91 --------------------------- F'= 7.91 30 1.687 0.00 0.00 VELOCITY = .03 ---- -0.19-0.0000 7.67 0.00 ----- ------- 22.78 -------- C=120 ---------- --------- 7.67 --------- 7.91 --------------------------- CK= 8.f 00 F'= 7.91 31 1.687 0.00 0.00 VELOCITY = 3.24 --------- 22.59 ------- 0.0161 -------- -- 7.67 0.12 22.96 C=120 -------- --------- 7.67 --------- 8.04 --------------------------- h 8 01 P= 8.04 32 1.687 0.00 0.00 VELOCITY = 6,54 45.55 0.0589 7.67 0.45 --------- ------- 23.60 -------- C=120 ---------- --------- 7.67 --------- 8.49 --------------------------- OK-:-7 $,100 P= 8.49 33 1.687 0.00 0.00 VELOCITY = 9.92 69.15 0.1277 7.67 0.98 --------- -------- 24.9'2 ------- C=120 ---------- --------- 8.00 --------- 9.47 --------------------------- Cj = -8.f00'P= 9.47 34 1.687 0.00 0.00 VELOCITY = 13.5 -- 94.07 0.2256 8.00 1.81 ------- ------- 27.20 -------- C=120 ---------- --------- 40.00 --------- 11.27 --------------------------- -- -~ F' 1 35 1.687 IT 810 8.00 0.00 VELOCITY 17. 121.27 0.3610 - 48.00 17.33 121.27 ---- --------- --------- 28.60 -------------------- CS 43 36 ---------- ------- -45.42 -------- C=120 ---------- --------- 44.00 --------- 16.74 --------------------------- QA= -45.42PT= 16.74 37 1.687 1T 8.0 8.00 0.00 VELOCITY = 6.52 --------- -45.42-0.0586 ------------ 52.00 -3.05 29.97 --- C=120 ---------- --------- 7.67 --------- 13.69 --------------------------- P= 13.69 38 1.687 0.00 0.00 VELOCITY = 2.22 --------- -15.45-0.0079 --------------- ----- 7.67 -0.06 29.90 C=120 ----- --------- 7.67 --------- 13.63 --------------------------- = 8.100 P= 13.63 39 1.687 0.00 0.00 VELOCITY = 2.07 14.45 0.0070 7.67 0.05 --------- ------- 29.96 -------- C=120 ---------- --------- 7.67 --------- 13.68 --------------------------- K= 8.100 P= 13.68 40 1.687 0.00 0.00 VELOCITY = 6.37 44.41 0.0562 7.67 0.43 WWWW VY KI MlG AU-rOMA,TI C SPRS NKL-EFt On- *CAFC:*Cw JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/13/89 PAGE 7 ********************************REMOTE 1 TO RDSR****?***************?****?****** HYDRLC. QA C. EQUIV. FIFE PT FT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT OT LOSS/F LENGTHS TOT. PF PN 30.43 C=120 8.00 14.11 8.500 P= 14.11 41 1.687 0.00 0.00 VELOCITY = 10.74 ------- 74.84 0.1478 8.00 1.18 -- -------- 35.68 ------- C=120 --------- ---------- 40.00 --------- 15.30 --------------------------- <:K-8,1O P= 15.30 42 1.687 1T 8.0 8.00 0.00 VELOCITY = 15.28 --------- 106.52 -------- 0.2840 ------- --------- 48.00 - 13.63 106.52 --------- --------- 28.93 --------------------------- CS 44 43 52.33 C=120 ----- 115.00 --------- 20.62 ----------------- ---------- QA= 52.33PT= 20.62 44 1.687 2T 8.0 16.00 0.00 VELOCITY = 7.51 --------- 52.33 -------- 0.0762 ------- -- 131.00 9.99 52.33 ------- ---------- --------- 30.61 --------------------------- CS 44 45 -----•---- -------- 51.34 ------- C=120 --------- ---------- 115.00 --------- 21.41 --------------------------- QA= 51.34PT= 21.41 46 1.687 2T 8.0 16.00 0.00 VELOCITY = 7.37 --------- 51.34 ------- 0.0736 -------- ------- - 131.00 - 9.64 - 51.34 - --------- ------•- - 31.05 --------------------------- CS 44 47 --------- -------- 51.00 ------- C=12O --------- ---------- 115.00 --------- 22.51 --------------------------- QA= 51.OOPT= 22.51 48 1.687 2T 8.0 16.00 0.00 VELOCITY = 7.32 --------- 51.00 -------- 0.0727 ------- ---- 131.00 9.52 51.00 ----- ---------- --------- 32.04 -------------------------- CS 44 49 --------- -------- 53.73 ------- C=120 --------- ---------•- 115.00 --------- 23.05 --------------------------- QA= 53.73PT= 23.05 50 1.687 2T 8.0 16.00 0.00 VELOCITY = 7.71 --------- 53.73 -------- 0.0800 ------- --------- 131.00 -- - - 10.49 -- ---- ----- -- ---- --------- 53.73 --- --- --- 33.53 --- --- - CS 45 59 --------- ------- 50.12 -------- C=120 --------- ---------- 115.00 --------- 24.00 --------------------------- QA= 50.12PT= 24.00 51 1.687 2T 8.0 16.00 0.00 VELOCITY = 7.19 --------- 50.12 -------- 0.0704 ------- ------- 131.00 9.22 50.12 -- ---------- --------- 33.22 --------------------------- CS 45 58 W:M{WW VI K I Nvi AU-FaMAYI G VPFix NKL-tEFi 00- WWWW JOB- NORT HWEST A EROSPACE TRAINING CORP JOB NO 7066 DATE 11/13/89 PAGE 8 ********* ******* ******** ********REMOTE 1 TO ROSR*********************&*** ****** HYDRLC. QA 'C' EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN 49.27 C=120 115.00 24.22 QA= 49.27PT= 24.22 52 1.687 2T 8.0 16.00 0.00 VELOCITY = 7.07 --------- 49.27 ------- 0.0682 -------- ---- 131.00 8.94 49.27 ------ --------- ------- 33.16 ----------------------------- CS 45 57 --------- ------- 48.87 -------- C=120 ---------- --------- 115.00 ------- 24.33 ----------------------------- QA= 48.87PT= 24.33 53 1.687 2T 8.0 16.00 0.00 VELOCITY = 7.01 --------- 48.87 ------- 0.0671 -------- ----- 131.00 8.80 48.87 ----- ------ --- ------ 33.13 ----------------------------- CS 45 56 --------- ------- 1.38 -------- C=120 ---------- --------- 7.67 ------- 7.66 ----------------------------- yy- QA= 1.38PT= 7.66 li 6 1.687 0.00 0.00 l o ? VELOCITY = .2 --------- 1.38 ----- 0.0000 7.67 0.00 yj -- 22.42 -------- C=120 ---------- --------- 7.67 ----- 7.66 ------------------ = 8 10O P= 7.66 7 1.687 0.00 0.00 VELOCITY = 3.41 --------- 23.80 ----- 0.0177 7.67 0.14 -- 22.61 -------- C=120 ---------- --------- 7.67 ------- 7.79 ----------------------------- C<?-- 8.1 P= 7.79 8 1.687 0.00 0.00 VELOCITY = 6.66 46.41 0.0610 7.67 0.47 --------- ------- 23.28 -------- C=120 ---------- --------- 7.67 ------- 8.26 ----------------------------- K= 8 100 P= 8.26 9 1.687 0.00 0.00 VELOCITY = 10 69.69 0.1295 7.67 0.99 --------- ------- 24.65 ------- C=12O ---------- --------- 8.00 --° `-- 9.26 ---- --------- K= 8. O1 F'= 9.26 t0 1.687 0.00 0.00 VELOCITY = 13.54 --------- 94.34 ------- 0.2268 -------- ---------- 8.00 -- 1.81 - 26.95 C=120 --- ---- 40.00 ------- 11.07 - --------------------------- K= 8.SOO.P= 11.07 11 1.687 1T 8.0 8.00 0.00 VELOCITY = 17.4 --------- 121.29 ------- 0.3611 -------- - 48.00 17.33 0.00 C=120 --------- --------- 10.83 ------- 28.40 ----------------------------- QA= O.OOPT= 28.40 12 4.260 0.00 0.00 VELOCITY = 2.73 --------- 121.29 ------- 0.0039 -------- - - 10.83 0.04 121.25 C=120 -- ------ --------- 10.83 ------- 28.45 ----------------------------- QA= 12i.25PT= 28.45 24 4.260 0.00 0.00 VELOCITY = 5.46 --------- 242.54 ------- 0.0142 -------- - 10.83 0.15 121.27 C=120 --------- --------- 10.83 ------- 28.60 ----------------------------- QA= 121.27PT= 28.60 36 4.260 0.00 0.00 VELOCITY = 8.19 363.81 0.0302 10.83 0.33 *K%V-Ac:9c vI t<x 1-9r +?i.al"ome!%TI C SF RT NKLl=F< Co :9K *Cw:6c JOB- NORTHWEST A EROSPACE TRAINING CORP JOB NO 7066 DA - TE 11/13/89 PAGE 9 *?c******%c* k?k***?% * k*?K?k**?K**?c%c?k*?K*REMOTE 1 TO BOSR******hY******************? ?%% *** HYDRLC. RA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE Pv *XXc?C* NOTES *Ac?C** POINT OT LOSS/F - - LENGTHS _ TOT. PF PN 106.52 C=120 -2E10.0_= ==14.50 - -28.93------- --QA=--106.52PT= 28 93 43 4.260 20.00 0.00 . VELOCITY = 10 58 470.33 0.0486 ---- ------ 34.50 1.68 . 45 52.33 C=120 ---- --------- 7.50 -------------- 00.61 ---------------------- CIA= 52.33PT= 30.61 4.260 0.00 0.00 VELOCITY = 11 76 522.66 0.0591 ---- ----- 7.50 0.44 . 522.66 ----- --------- ---------- 31.05 CS 46 47 ---- ------- 51.34 -------- C=120 ---------- --------- 14.00 --------------- 31.05 --------------------- OA= 5i.34PT= 31 05 47 4.260 0.00 0.00 . VELOCITY = 12.92 -------- 574.00 -------- 0.0703 ------- ---- 14.00 0.99 51.00 C=i20 ------ --------- 3.04 --------------- 32.04 --------------------- QA= 51.OOPT= 32 04 49 4.260 iT20.0 20.00 0.00 . VELOCITY = 14.06 ---- 625.00 -------- 0.0823 -------- ------ 23.04 1.90 250.74 C=120 --- SE50.0 ---------- 4.00 -------------- 33.94 --------------------- QA= 250 74PT= 33 94 60 4.260 iT20.0 30.00 0.00 . . VELOCITY = 19 7 ----- 875.74 -------- 0.1537 -------- ------ 34.00 5.23 . 100.00 C=120 --- ---------- 5.00 -------------- 39.16 jNslr --------------------- QA= 10O.OOPT= 39 16 STNP 4.260 0.00 0.00 . VELOCITY = 21.95 --------- 975.74 -------- 0.1877 -------- ------ - 5.00 0.94 0.00 C=120 - - ---------- 1.00 -------------- 40.10 -----._--------------- @A= O.OOPT= 40 10 GV 4.026 2.00 0.00 . VELOCITY = 24.58 975.74 0.2472 2.00F. 3.00 0.74 -------------- 61 -------- C=120 6.340 -------- 2E14.0-- 1T30.0 ------- --24.00 58.00 40.85 0.00 975.74 -------------- 0.0270 ------- ----- 82.00 2.22 0.00 62 C=120 6.065 ----- --------- 1.00 3.00 ------- 43.07 0.00 975.74 -------------- 0.0336 ------- 3.OOF. ----- 4.00 0.13 0.00 63 C=120 6.340 ----- --------- 9.00 0.00 ------- 43.20 0.00 975.74 0.0270 9.00 0.24 QA= O.OOPT= 40.85 VELOCITY = 9.91 -------------------- OA= O.OOPT= 43.07 VELOCITY = 10.83 ---------------------------- QA= O.OOPT= 43.20 VELOCITY = 9.91 ---------------------------------------------------------------------------- 0.00 C=120 i6v 2.00 43.44 CAA= O.OOPT= 43.44 64 6.065 [c? 35.00 12 99? --, VELOCITY = 10.83 975.74 0.0336 35.00F. 37.00 1.24 PE= FOR HT. OF 30.0 ------------------------------------------------------------ 65 975.74 57.68 CS 47 •WWWW VX 1+:I NVw AUl'-oHATI C VF RM iYh:LEFG co- zKgc:gcw JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/13/89 PAGE iC **************?******************FLUW SCHEMATIC***:k*******:k**?k*?K:K***********Nc*** 121.29 69.69 23.80 21.03 66.84 118.31 52»»»»11>3>10»>9»»8»»7»3>bCCCCSC<CC4CCCC3<CCC2CCCC1 ^ 94.34 46.41 1.38 43.61 91.44 ^ 121.29 118.31 ^ 121.25 69.52 23.44 21.59 67.63 119.42 ^ 24»333»>23»322}»21>3>203>>i 93>> 1 8C<C 1 70 00 1 6000 1 50 00 i 4<0<1 3 ^ 94.24 46.15 .93 44.27 92.37 ^ 242.54 237.73 ^ 121.27 69.15 22.59 22.98 69.63 122.26 ^ 36))» »3335»334 »3333)>323>>3iC<C3000C29CCC28CCC27CCC26CCC25 ^ 94.07 45.55 .19 45.95 94.75 ^ 363.81 359.98 ^ 106.52 44.41 15.45 ^ 43»»33»423»41 »>40»>3900038CCCCCCCCCCCC<CCC<CC<CCCCCC<C37 ^ 74.84 14.45 45.42 ^ 470.33 405.41 ^ 52.33 ^ 4 5» ) >»»» > 3 > 3»»»» > 3 > 3»»»»»»»»> 3 3 >»» 3 > 3»»> 44 A n 522.66 353.08 ^ 51.34 ^ 473»»»»»»»»»»»»»»» > 3>> 3»»»»»> }»»?>> }> 3 46 A n 574.00 301.74 ^ 51.00 ^ n 625.00 875.74 ^ STNP»»»60 v 250.74 v Gv 59»»»}»»>}»»»»»»»»»»>}»>}}»»»»»}>}»»}50 v 53.73 ^ 197.01 197.01 v ^ 61 58»»»»»»»»»»» > } } } > } 3» }»»»»»»»»»»»»» 51 ^ v 50.12 ^ 975.74 146.90 146.90 ^ v ^ 62 5 7}»»»»»»»»»»»» > }»»»»»» } }»» > } } }»»» }» 52 ^ v 49.27 ^ 975.74 97.62 97.62 A v ^ 63 56»»»»>}>3>?»»»»»}»»>}»»}>?»»»>}»»»>}»»53 ^ v 48.87 ^ 975.74 48.76 48.76 A v ^ 64 55»3>3}»»»»»»»»»>}}»»»}»»>}»»»»»}»>}}»54 ^ 48,76 975.74 n 65 HYDRAULIC CALCUALTION SUMMARY AREA START END TOTAL TOTAL SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 40 47 975.73 57.68 65 WWWW w'X KX HG AIJ-P"oHATI C S'F'F%I NKUE: i OE3 - WWWW JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/13/89 PAGE 11 *****************************WATER SUPPLY SCHEMATIC***************************** ----------------------------- ! --------------------------------------------------------------------- I ! I ! _ STATIC PRES. ! *C-- 84.000 PSI ! S i ! U t ! P i ! P i ! L ! ! Y ! ! C ! ! U ! E ! ! PRES. AVAILABLE ! * C-- 73.664 PSI ! SAFETY MARGIN A ! 13.534 PSI v ! SYSTEM DEMAND--3 *--------------* * C-- FLOW AVAILABLE ! 875.73 GPM / 500 GPM HOSE A 2162.89 GPM ! / ---------------- ! / E ! TOTAL DEMAND ! ! V ! 60.130 PSI AT! R ! 1375.73 GPM ! ! U ---------------- ! / C RESIDUAL PRES.-)* ! 49.000 PSI AT ! D 2660.00 GPM N ! A M 3686.07 GPM * ! / E AT 20.000 PSI ! ! / D ! *<.-- 12.990 PSI (ELEVATION) t ? ---------------------------------------------------------------------? FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 875.73 GPM INSIDE HOSE 100.00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 1375.73 GPM Lai Z! -Ex:3 S--$e6 E? 4D HYDRAULIC DESIGN INFORMATION SHEET ------------------------------------ NAME NORTHWEST AEROSPACE TRAINING CORPORATION DATE 1104/89 LOCATION 2600 LOAN OAK POINT, EAGAN MN 55121 BUILDING STEEL BEAM h METAL DECK SYSTEM NO. WING D 89 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 7066 CALCULATED BY MARK TEMBREULL DRAWING NO. 1 OF 2 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 9' OCCUPANCY COMPUTER, OFFICE S !( )NFPA 13 ( )LT. HAZ. ORD.HAZ.GP.( )1( )2( )3( AX. HAZ. Y !( )NFPA 231 ( )NFPA 231C FIGURE CURVE S !(X)OTHER PER IRI .15/2000 T !C )SPECIFIC RULING MADE BY DATE E M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE !DENSITY- GPM .15 (X)WET ( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 130 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM-INSIDE 100 MAKE CENTRAL MODEL A S !HOSE ALLOWANCE GPM-OUTSIDE 400 SIZE 1/2 K-FACTOR 5.6 I !RACK SPRINKLER ALLOWANCE" 0 TEMPERATURE RATING 165 G N ! CALCULATION ! GPM REQUIRED 435.13 PSI REQUIRED 41or AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST APRIL 1988 ! RATED CAP 0 CAP. 0 T !TIME OF TEST ! AT GPM 0 ! ELEV. 0 E !STATIC (PSI) 84 ! ELEV 0 ! R !RESIDUAL (PSI) 49 ! ! WELL !FLOW (GPM) 2660 ! ! PROOF FLOW GPM 0 S !ELEVATION U P ! P !LOCATION :8" LOOP UNDERGROUND LOOP AROUND BUILDING L !SOURCE OF INFORMATION :IRI FLOW TEST Y ! !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED Y. PALLETIZED Y. RACK Y. M M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ( )OPEN T ! C ! 0 ! K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! ------------------------------------------------------------------------- - UNIT'S - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) *kc*?kc**%??k*kc*?k%k:Xkckc%?*%?%?k:Xckc?kk:%?XcY,c%kYx*?%'F***k:%?X?%tX?kC?k%K?***k:?%?Xt****%K*?c*?%*?k**#?#%?**%K:K?Ic*****%? :pct*CW ` X KX hill Au-rE mAy Z: E S F-F-?I NKL FER Co- wwww JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/14/89 PAGE 13 ****** k XX?X?k?*X? k k*?X*kCwa rGR FLOWS INTO BUILDI14G?k*>?*?C K?k?X***?k?%*>#*?kkc** ?c***1c** F MFZ - 1^RCPRTB- WCSY AFZREDIS 1F ACE H Bid R^?? i 9? DENSITY X AREA 0.150 X 2000.00 = 300.00 Y. OVERAGE = 0.45 = 135.30 RACKS 0.00 INSIDE HOSES - 100.00 OUTSIDE HOSES = 400.00 FLOW REQ'D FOR SYSTEM = FLOW AT RASE OF RISER = MIN FLOW AT RASE OF' RISER TOTAL FLOW 0.00 935.30 STATIC PRESSURE - 84.00 RESIDUAL PRESSURE = 49.00 RESIDUAL FLOW FROM CITY SUPPLY AT 20PSI = 3686 PRESSURE FROM CURVE @ TOTAL FLOW ELEVATION = 0.00 FOOT NO. DIA C. LENGTH FACTOR 1 6.030 140 94.00 0 IH ADDITIONAL VALVE LOSS, ETC. SAFETY MARGIN PRESSURE" AVAILABLE FOR SYSTEM FLOW = 2660.00 GPM 78.93 - 0. + FLOW PF FLOW VELOCITY 0.00 6.80 535.30 6.01 0.00 78 .1 3 435.30 535.30 W4cAKW V I KI 0^4r. Cn%U'Y-'OMA-rI C? 3 F'FZI T4KL-EIFZ 00- WW*CAC JOB- NOR THWEST AEROSPACE TRAININ G CORP JOB NO 7066 DATE 11/14/89 PAGE 14 ******k* ******k***Kk*k**MREMD'T'E 2 TO 13OSRkc***?K**K*******?K******AKK**k HYDRLC. QA "C' EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE PV *Xc** NOTES *k*** POINT QT LOSS/F LENGTHS TOT. PF PN 18.00 1.104 iE 2.0 10.50 10.33 QA= 0.15 X 120.OOSOF. C=120 1T 5.0 7.00 0.00 K= 5.600 V = 6.03 -------- 18.00 --------- 0.0834 --------------- 17.50 ----------- 1.46 ---------------- f1? -- ------ 18.00 fi.79 K 60= 5.240 - ------ - ------- /s- ------=-------- --------------------- 18.00 1.104 OE 2.O 2.00 10.33 QA= 0.15 X 120.0090F. ?51 L'=120 1T 5.0 5.00 0.00 K= 5.600 V = 6.03 -------- 18.00 -------- 0.0834 ---------------- 7.00 ----- - 0.58 - - i8.00 --- -- ----------- --- 10.91 -------------------- K 61= 5.450 cc - J__---- ---- %/Gftc_-------- i8.00 1.104 iE 2.0 12.00 10.33 QA= 0.1-5 X 120.0090F. D C=120 2.00 0.00 K= 5.600 V = 6.03 -------- i8.00 -------- 0.0834 ---------------- 14.00 ----------- 1.17 --------------- // /41--7 --------------------- 18.48 1.104 10.00 51.50 K= 5.450 P= 11.50 E C=12O 0.00 0.00 VELOCITY = 12.22 -------- 36.48 -------- 0.3084 ---------------- 10.00 -- ------- 3.08 -------------- r /fF,f --------------------- 20.22 1.452 OE 4.0 1.50 14.58 14.58 K= 5.450 F'= 13.77 F C=12O SI 8.0 8.00 0.00 0.81 VELOCITY = 50.98 -------- 56.70 -------- 0.1836 ------------- 9.50 ----------- 1.74 53.77 --------------- -- ?? ---- --------- 56.70 16.32 K 62= 14.040 1 4 3 y -i -------- i -- ------------- -- --------------------- 1.104 iE 2.0 3.00 10.33 QA= 0.15 X 120.00S-QF. C==12O 2.00 0.00 K= 5.600 V = 6.03 -------- 18.00 -------- 0.0834 ---------------- 5.00 ----------- 0.42 --------------- 1A12 --- ------ is.00 10,75 K 63= 5.490 C / f,? - 19.50 1.104 1E 2.0 3.00 12.53 QA= 0.15 X 130.OOSQF. C=120 iT 5.0 7.00 0.00 K= 5.600 V = 6.53 -------- 19.50 -------- 0.0968 ---------------- 10.00 ----------- 0.97 --------------- / /Aw --------------------- 19.50 13.10 K 64= 5.390 -------- ----/- 2_?LJr%NG--°,G=:?4S Ora ?ica? /S- 19.50 1.104 1E 2.0 13.00 12.13 QA= 0.15 X 130.OOSQF. A C=120 iT 5.0 7.00 0.00 K= 5.600 V = 6.53 19.50 0.0968 20.00 1.94 ,?y JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/14/89 PAGE 15 >K******X?:K* k*****Xckc*****?X%ck**%REMO'iE 2 TO POSE't** k*:K:k* K*:k **:%*?X:K:K****?c:X*?c*** HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW 'Co FITTING FIGS. PE PV *:K** NOTES *:k*#* POINT QT LOSS/F LENGTHS TOT. PF PN 19.94 1.452 OE 4.0 9.50 14.07 14.07 K= 5.390 P= 13.68 AP C:=120 iT 8.0 8.00 0.00 0.39 VELOCITY = 7.63 39.44 0.0938 17.50 1.64 13.68 - -------- ------- -------- ---------- --------- -------- ------- ------==-- -------- 21.11 1.452 OE 4.0 8.00 15.71 15.71 K= 5.490 P= 14.78 C C='120 iT 8.0 8.00 0.00 0.93' VELOCITY = 11.72 -- -_-_--- --6055 0.2073 16.00 __ 3.32 ________ 14.78 ________ l ?. ______ =>Z. -------- 61.01 3.260 12.00 19.03 19.03 K= 14.040 P= 18.88 i L"=120 0.00 0.00 0.15 VELOCITY = 4.67 --------- 121.56 ------- O.Oi46 -------- ---------- 12.00 --------- 0.18 -------- 18.88 -------- &/7s) -- ------ 83.57 3.260 i0.00 19.21 19.21 K= 19.260 P= 18.79 2 C=12O 0.00 0.00 0.42 VELOCITY = 7.88 --------- 205.13 ------- 0.0385 -------- ---------- 10.00 ---------- 0.39 -------- 18.79 -------- /6 - ------ 83.53 3.260 10.00 19.60 19.60 K= 19.280 P= 18.77 3 C:=120 0.00 0.00 0.83 VELOCITY = i1.09 288.66 0.0726 i0.00 0.73 18.77 --------- ------- ------- ---------- ---------- --------- ---------- - ------ 83.93 3.260 12.00 20.33 20.33 K= 19.280 P= 18.(?5 4 C=120 0.00 0.00 1.38 VELOCITY = 14.31 -------- 372.59 -------- 0.1164 -------- ---------- 12.00 --------- 1.40 -------- i8.95 --------- - ------ 62.54 3.260 iE 7.0 77.00 21.73 21.73 K= 14.040 P= 19.84 5 C:=120 lT15.0 22.00 0.00 1.89 VELOCITY = 16.71 435.13 0.5551 99.00 15.36 19.84 ---- //O?)- ---------- 0.00 3.260 1E 7.0 5.00 37.09 37.09 K= 0.000 P= 35.20 6 L''=120 ST15.0 22.00 0.00 1.89 VELOCITY = 16.71 435.13 0.1551 27.00 4.19 35.20 -- --- --------- ------- 0.00 ------- 3.068 ---------- ----------- 0.50 -------- 41.28 -------- 41,28 ------ ---------- K= 0.000P= 38.87 7 C=120 10.00 0.00 2.41 VELOCITY = 18.87 435.13 0.2085 10.00F. 10.50 2.19 38.87 --------- ------- 100.00 ------- 6.340 ---------- 2E14.0 --- ------- 17.00 --------- 43.47 ---------------------------- QA= 100 0 PT= 43.47 9_ 8 C=120 1T30.0 58100 0.00 yQ VELOCITY = 5.43 --------- 535.13 ----- 0.0089 - 75.00 0.67 --- 0.00 ------ 6.065 ---------- ---------- 1.00 -------- 44.14 -------- 44.14 ----------------- K= 0.000 P= 43.90- 62 C=120 3.00 0.00 0.24 VELOCITY = 5.94 535.13 O.OifO 3.OOF. 4.00 0.04 43.90 ------- --------- ------- 0.00 ------- 6.340 ---------- ---------- 9.00 -------- 44.18 -------- 44.18 ------------- K= 0.000 P= 43.98 63 C=120 0.00 0.00 0.20 VELOCITY = 5.43 535.13 0.0089 9.00 - 0.08 -------- 43.98 -------- -------------------- -------- -------- 0.00 ------- 6.065 ---------- --------- 2.00 44.26 44.26 K= 0.000 P= 44.02 64 C=120 35.00 4 3 0.24 VELOCITY = 5.94 535.13 0.0110 35.OOF. 37.00 : 41 44.(-)2 FOR HT. OF 9.9 51;: W*CcWW VIKING i'%UTUMaA-rIC SF'FZ3MKL-ER 00 3c:c3cw JOB- NORTHWES'T' AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/14/89 PAGE 16 **#*****************% ?C*?K*?kREt10'fE 2 TO f30SR*? K?KX r??KxtxY****?C Kok k** k K?kNc***# K*sk HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW 'C' FITTING FTGS. PE PV *Kc%* NOTES *?*** POINT QT LOSS/F LENGTHS TOT. PF PN 535.1 49.00 K 65= 76.450 65 ---------=5-r-`-?----l'--i--- --J3r` ---------- ?`?=?f---x?------- ---------------- -W? ,?C # /3 *CW,WW VI KI h9C f??A T'CNt6 TI C 5F•FZI MA^:L.CR CO- WWWW JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 7066 DATE 11/14/89 PAGE 17 *****************************WATER SUPPLY SCHEMATIC***************************** !---------------------------------------------------------------------? ! STATIC PRES. ! ! *C-- 84.000 PSI ! ! ! U ! i P ! ! P ! ! L ! ! Y ! ! ! ! C ! ! U ! ! R ! ! V ! ! E ! ! PRES. AVAILABLE ! ! * f-- 78.940 PSI ! ! SAFETY MARGIN A ! 29.140 PSI v ! ! SYSTEM DEMAND--3 *--------------* * C-- FLOW AVAILABLE ! ! 435.13 GPM 500 GPM HOSE ^ 2626.96 GPM ! ! ?k?1j / ! r / ---------------- ! ! E ! TOTAL DEMAND ! ? ! ! V ! 49.800 PSI AT! ! R ! 935.13 GPM ! ! U ---------------- ! / C RESIDUAL PRES.->* ! 49.000 PSI AT ! ! ! D 2660.00 GPM ! N ! ! A ! M 3686.07 GPM * ! E AT 20.000 PSI ! ! / D ! ! *C.-- 4.330 PSI (ELEVATION) ! i ---------------------------------------------------------------------? FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 435.13 GPM ? INSIDE HOSE 100.00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 935.13 GPM inra fire department 3795 Pilot Knob Road f9, f0 ap Eagan, Minnesota 55122 , Ir CIO G /? O TO: ALARM SYSTEM CONTRACTOR G -zr This form is to be filled out, signed an?? ?r?yw o the Eagan Fire Department, Fire Administration Building, 3 slot Knob Road, Eagan, MN 55122 when the alarm system has been completed and tested by the installer. After you have sent this form, contact our inspector to set up a final inspection and test. The final test is to be performed by the contractor and witnessed by a Fire Inspector. TO BE COMPLETED BY FIRE ALARM CONTRACTOR: l /? I. Date: <. Address of alarm system installation: ,/ A4T Date Fire Inspector reviewed plans: 4. Name of contractor: -1-661_ VOI-V/¢ a e-0 A, 7-X-,4-9- 7-6 A- 5 Address: 15401-? IAJ r,??i I?/ ?/L /?l /?//y ? S ?// Phone: L?oZ( ?f Contact Person: ` i!` / ,/ This certifies that the alarm system at the above address has been installed in accordance with applicable Uniform Fire Code standards and Eagan requirements. All devices have been tested and the system is 100% operational. Signed for Contractor: Date: TO BE COMPLETED BY FIRE INSPECTOR: The system was spot the ed and it operated on this date: Witnessed by Inspector r 4A t r. Comments: THE LONE OAK TREE . THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY F-411 GRM-T'FRT LOW VOLTAGE CONTRACTORS INC. 1401-G WEST RIVER ROAD NORTH MINNEAPOUS,MN 55411 PHONE 521-2051 CERTIFICATE OF COMPLETION B NAME: BO: _ NATCO 7325 DATE ??pv?oneOak 2/28/90 STEM TYPE: Halon System (4 Hazard) ST RESULTS: PASS a VICES THAT FAILED: None :TION TAKEN: N/A FAIL 1-1 4SONS ATTENDING TEST: LOW Voltage Contractors Mike Klein Anh Pham STEM WAS TESTED AND FOUND FREE OF FAULTS AND OPERATES IN ACCORDANCE WITH JOB SPECIFICATIONS AND LOCAL AND STATE FINE CODES: STOWRSSIINATURE: :H'S SIGNATURE: 3 s COMPANY NAME ---------------- Ilk _ _ _ H _C IFw H= L=' Fe L3 I- IE- C: T T 0 N F..-? `" H= ED P1 H =' L-a I- H:- F r o IF Z: T Ha H-H tic ACA<3c AC„Hc tic Tic Tic AC tic AC lKtic X vc AcscA is sic AK AK Ac °Ac BLc vic I*pcx VT Km "G. A Li F ED m f=q `TI'" x c s I H ?z -E 1-0 l< IL_ c H i *FC i - 6 03, es - of ,ter. E3 <3N lic 3C X 'Lc TIC AK Tic tic tic Tic IF AC X tic IC Ac Ic AC sic Ic ;Ac tic tic tic ti: the :6c tic tic 41C 'sic MCXcX<:,Y?c:jc?CW.?C%KXC*aY?c7K:iclY?(.IY?C*?CXc`,K?C?IcA??C?Xt?c?c*%Ic:KkCdYXck?k?MxC:iC?c??:XcX.kk<?C%KXC?Y?CJ,C•.?C ;Y?Y?kaYnY%K?Y?Y%K?CnYktlYKc * CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY * NAME NORTHWEST AEROSPACE TRAINING CORPORA'T'ION * LOCATION 2600 ROANOKE POINT, EAGAN, MINNESOTA * SYSTEM NO. BLDG D&E CONTRACT NO. 87-6362 S V I iC X N C, r=® HJ -F Ei H-•0 Pm -1T- T C_ ;T H=" il--w T N IN:; L_ EE IFi %XX<XcYtXcXCktXCX<X; X?XCkfXCXt:dC*:kX?:kXCX<;?:K:k?::KN?X<?xckcXcXt??kXc:KXc%KXc%c*:KXc7;:XCXC`.?X<:KXC:kXcXcMXtX<XCXt*:K;IC>#XCXtXCkc:,aX:%;:xY7?:?YF?c?XC.XX F3 0 HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING CORPORATION -- DATE 4/10/97 LOCATION O'NEIL DRIVE, EAGAN, MINNESOTA jpel-o-ems / BUILDING STEEL DECK BEAMS COL CONC WALLS SYSTEM NO. BLDG D&E CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 97-6362 CALCULATED BY TOM MILLER DRAWING NO. 1 „ CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBU:TIBi_= CEILING HEIGHT 33.5 OCCUPANCY FLIGHT SIMULATOR BAYS !( )NFPA i3 ( )LT. HAZ. ORD.HAZ.GP.( )1( )2( )3( )EX. HAZ. Y ! ( )NFPA 231 ( )NFPA 231C FIGURE CURVE S !(X)OTHER .25/3000 ED FT REMOTE PER I.R.I. MINNEAPOLIS T ! ( )SPECIFIC RULING MADE: BY DATE M !AREA OF SPRINKLER OPERATION 3000 SYSTEM TYPE !DENSITY- GPM (X)WET( )DRY( )DELUGE( )PRiEACCTI0N .25 D !AREA PER SPRINKLER 90.21 SPRINKLER OR NOZZLE '-1USE ALLOWANCE GPM-INSIDE 100 MAKE 'CENTRAL' MODEL "(-1" 'HOSE ALLOWANCE GPM-OUT -IDE: 400 SIZE. 1/20 K-FACTOR 5.6 'I'. - RI?`Ir+:i._IER AI_I OWAM l:= 0 TEMPERATURE RATING 165 P' 1..,-, .-,f: ,i. T r" 7q "7PUTRED 887.3 PSI REQUIRED 55.94 AT BASE OF RISER : > "'nO UN ''7: OVERHEAD 120 UNDERGROUND 140 N I WA : ER F46 W 017 PUMP DATA ! TANK OR TiESE:RVOIR- F 0 ATE Or CEF_pJT% AP 0 CAP. 0 T .': TME: OF T E.3 i' ELEV. 0 E !STATIC (m) E?T- !RESIDUAL (PSI) 71, WELL .,'r:,' (GPM) PROOF FLOW GPM 0 I; , B EOUPCE OF ..l"O ., . :11 'h;CiJ _:TED P._fti,,lc FROA ._I'h L ES:I`Ii_.ER. Y . ................. . !COMMODT, YY C:_Aws t -1CATTO,% C !STORAGE HT. ARE AAI SL E W DI!] O !EfO'AGE ME:T-IOD; f PILED P L ,._ ri )ST1`I(:LE tt"iOW( )CONVENTIONAL PALLET( 7:,,1((31i° rli:iiv STO(ir°i;:,,.: '-,i 71: `;"^l'wn _ 'I i`La c,i i4:._'ET; R ( )DOI.BLE. ROW( )SLAVE PALLET( )SOLID SHEL :NG,. )NON icNCAPaUt_.{^i aD S . A ! )MULTIPLE ROW ( )OPEN 0 ! K. ! LUEr SPAITNC, CLEARANCE:STORAGE TO CEILING LONGITUDINAL TRANSVERSE G 1 HORIZONTAL BARRIERS PROVIDED: } UNITE - DIAMETER (II`It.'ii) :_E{`Ii:T'-1 (FOOT) F':_?EJ ._, ((-F'P'.7 PRESSURE (F'S:7 .:,.a`.n.;%n,.,,..,::.,,.K::dN'•...,:,,,,,UF?;iK }l:K.-,...d.{C.?:L:;&1k:X $G{C ,.d;<;k ';'. YF 7:L Yr"?.X.{.E.,.I.X:X - ;r.C.Y ,.iGK aF:°-'?Xi:K;iCnu:it:;CXCXC iI; XC;,?.l'C XC d'1?>u::Y;'k T==, .., 7 _'.I , 1':.- p^- H- -ii' ._ w.; A.-- r "ww_ _L_ "y ds _:-- ,._ J- ?- .C.-! J ? . iY H.= Ham! I! ' ';" ' .1.._H ? l t '? F,=. ' " H-r H^':1 t Fc.KWe3c W E 9<3: 7j?• AUl'p"l?iM6o-=uT E - -V F"FZT NKILE=F°< H C3 „x 6 IcD1k JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE i *********4(***> ****Nt*Nc*:K*****F'ROJFCTED FLOW AVAILABI E K:K*>B K?c x x K N >r*% *kc % ky ?x k K IF= GF - NC3 IR TIlWIE.Y-r AF? aOSIF"AI-- IE -F FZo-"6X G`6_iC NG- DENSITY X AREA 0.250 X 3000.00 = 750.00 OVERAGE = O.iB - 137.32 ? RACKS = 0.00 INSIDE HOSES - 100.00,/ OUTSIDE HOSES = 400,00 ? 51)n u L /I To,f 9,o ? FLOW REDID FOR SYSTEM = 887.32 FLOW AT BATE OF RISER = 987.32 ?7 InEZZ /I?/We Q ?'lG of MIN FLOW AT EASE OF RI SER = 0.00 /9 / TOTAL FLOW _ 1387.32 94411-D1/116j, D STATIC PRESSURE - 79.00 RESIDUAL PRESSURE = 71.00 RESIDUAL FLOW = 1250.00 FLOW FROM CITY SUPPLY AT 20PEI = 3581 GPM PRESSURE FROM CURVE t TOTAL FL ..OW = 69.29 ELEVATION = 0"00 FOOT = 0. IMO. D I A C. LENG TH FACTOR + FL-Old PF FLOW VELOCITY 1 8.140 140 0. 00 D 1:1.1 H 0.00 0.00 1387.32 8.55 ADDITIONAL VALVE LOSS. EFC. - 0.00 4ag/C.9 CE SAFETY MARGIN 0.00 P'RES'SURE AVAILABLE FOR SYSTEM - 69.29 SIT l/IAWelejt/,ON/t/P Loo P 1?7 AleXr1l 5 yS 7e nI OE5161tl G o1VNEC SiMULA- f 13AYS 12512006 ?S G?.?T PE?v%E LI.PCA 3 /aEpD1 T V4.'M ?G S'a1VC1A16 tV D TE' S 7A 27/4/ 1167AD ?2E5SuREJ VI?I?/E'f /9 ccoAPIA,,6 to S.°,AG/n/(- I3Ehto7er AferW )S /W0.3T A0667AV4p1A16 AREA 1v0 A-t- / A ms ?70&E hLL/El7 XL P/OF W/7-H CArT 1- / 7 i /niG J / HALL Z? I? 6RAn/C?1AIE5 A/?17 3?7?/l ?fP/PF / 6 le GROOVED 5"11549 z"c /o W11,1V wELDEO Uu7LE7 (mac Ac A< l< %V -EK TC 14 CT 4y U T CA tl R -r T aM c c:1,- JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87--6362 DATE 4710787 PAGE 2 ************************ *REMOTE X1 TO Br-SE OF ST'ANDPIPE*****iji*iN.M1iK*:T+M1iK:':j..n** ;{*:;;*.• HYDRLC. QA C. EQUIV. PIPE PT FT REF. FLOW DIA. FITTING FTGS. PE PV **cae* NOTES ***** POINT QT LOSS/1= LENGTHS TOT. PF PN -•6.12 C=120 67 16.02 Q=K*SQRCP) P= 56.02 1 2.157 0.00 0.00 K= 5.600 V .54 --------- -6.12-0.0004 --------------- ---------- 7.67 -------- 0.00 ------- .-.2 D._S._.F??w!NG 22.41 22.41 C=120 7.67 16.02 K== 5.600 P== 16.02 2 2.157 0.00 0.00 VELOCITY •- 1.43 --------- ------9 _O0.0026 ----b- ---------- 7,67 •-- --- 0 . O'2 /----- 22.42 C=120 7.67 16.04 K" 5.600 P= 16.04 v 2.157 0.00 0.00 VELOCITY = 3.4 ___--- --.._ 38.71 ._._.-.._.--._. 0.00 _-__._._. _. 7.67 0.i0 2 22.50 C-=120 7.67 16.i4 K= 5.600 P= 16.i4 4 2.157 0,00 0.00 VELOCITY = 5.37 ----..------ 6101 -------- 0.030. --__._.?._. _--__.__._......_. 7.67 -.--------_ 0.24 . -. .. _._. _. _. _._ 3 N A _._._..__.._----- .o.c,iNG 22.66 C=i?O 7.17 16.37 K= 5.600 P= 16.37 5 2.157 0.00 0.00 VELOCITY == 7.36 --.___._._.-- 83.87 ..-._._.---.._. 0.0551 _.------_. ._.._.._..__.-.----- 7.17 -..__._.._.._.-._._ 0.40 .----- ---- ._._._.-.._.y-.f? 22.93 C=120 i E 5.0 60.00 16,77 K== 5.600 P= 16.77 6 2.157 1T10>0 1500 0.00 VELOCITY =•• 9.37 106.80 0.0862 75 , 00 6.47 0.00 C=120 i O.33 23.24 QA= 0.001='T= 23.24 7 3.260 0.00 0.00 VELOCITY = 4.1 106.80 0.01i5 10.33 O.i2 107.29 C'=120 _.__._._.._ ._._._._._._ _ _._ 50.8-.3 .._.._ _._._ _._ _.._. _ _ 23.36 ._ _._ _ _._- _._._ - _._.._ _---_._ _._._ _._ QA= 107.29PT= 23.36 S 3.260 0.00 0.00 VELOCITY - 0.23 - 214.09 0.0417 10.33 0.45 lZ ?? ___._._ _..-- - --- --- - - -------- - --- __._.._...._ .....-•------ - - -- - ------- f CA -._._._._._1Q. 109.00 C=520 i0.63 23.^31 OA= 109.OOPT= 23.81 9 3.260 0.00 0.00 VELOCITY = 12.45 --------- -3--_L•}9 0_0894- - 10.' 0.97 47.38 C=120 2E 7.0 ii.00 24.78 QA= 47.38PT= 24.78 i0 3.260 14.00 0.00 VELOCITY = 14.23 370.47 0.102 25.00 _ 2.88 / 7 /?__C/7171 Uw7Nl? _._._ -56.57 CQ 20 9.50 27.66 OA -56.57PT= 27.66 11 3.260 0.00 0.00 VELOCITY = 12.06 353.90 0.0847 - -------- 9.50 0.81 353.90 --- -------•-- ------------ 28.47 -----.____--------.__•-------•- CS 60 12 -55.60 C=120 - •- - - •------- 14.00 ---.--- •------- 28.47 -------- ---------------- ------ QA= -51.60PT= 28.47 12 3.260 0.00 0.00 VELOCITY = 10.08 262.30 0.0608 14.00 0.85 i A:Xac %V ]_ 9<I NC, C%UT0hl 6PaTX 9-- S.'F="QX P110C_E=Fes,: c0 - 3<wwDX JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 3 ********* :k*:kYc*********** *REMOTE 41 TO BASE OF STANDPIFE**:K:k*A****:1c**Xt*Xt:z******** HYDRLC. OA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. FE PV ***** NOTES ***** POINT OT LOSS/F LENGTHS TOT. PF FN -57,98 C=120 9.50 29.32 QA= -.57.93PT= 29.32 13 3.260 0.00 0.00 VELOCITY - 7.85 --------- 204.32 ------- 0,0383 ------ 9150 0.36 --19.48 -- C=00 ---------- 2E 7.0 -------- 11.00 ----------- 29.68 ---------------------- TQA-T--19.48PT= 29.68 14 3.260 14.00 0.00 VELOCITY = 7.1 184.84 0.0318 25.00 0.30 --47.65 C=120 ------ ----.----_ 10.33 ----------_. 30.48 --- -.-------------.-------- CAA= -47.65PT= 30.48 15 3.260 0.00 0,00 VELOCITY = 5.27 --------- 137.19 ------- 0.0193 -------- ----- 10.33 0.20 -4&24 C=120 ----- -------- 10.33 ----------- 30,63 ------------------------- QA== -4&24P =:30.68 16 3.260 0.00 0.00 VELOCITY = 3.49 90.95 010085 10.83 0.09 -45.57 C=120 _._.-. -._.._. 10.33 ...._._.__ .__._. _ 30.77 _ _._ _.._._.._. .._._.._._._.___._._..__._..,.._.... QA= °•45.57PT= 3071 17 3.260 0,00 0,00 VELOCITY 1.74 45.38 0,0023 10,33 0.03 --------- ------- -------- ---------- -------- ----------- -------------------------------------------- 4, 0.00 C=120 2E 5.0 212.00 30.30 OA= 0100PT= 30.80`' 18 2.157 2T10.0 30.00 0.00 VELOCITY = 3.93 45.38 0.0177 242.00 4.23 ....._.........._ -._.. _._.._._._.._..._._.._ . _ __ ---.-._.-._.-.-....----.... _ 0.00 C=120 10.33 35.08 CAA= O,OOPT= 35.0814 19 4.260 0.00 0.00 VELOCITY = 1.02 1 45.38 O0006 10.83 0.01 -----.._..__.. _._-..__._...._ 45.,57 -__. _____ CQ 20 _-._-..__..___._ -...._--..__._.. 10.83 _..___.__- -_.__. 35.09 _--._..__.__._.._.._.__.....-._...._.._._..._.__..._ CAA= 45.57PT= 35.09 20 4.260 0.00 0.00 VELOCITY = 2,05 --.---- ---- 90.95 --.__...._.._ 0.0023 - - ---... - - -- -.__._.._._._....... 10,83 .._ - -._._........_ 0.03 - --•-_.._.._......_._._.. _...._.__.._...._.__...._.__.._.._._.--- - ----- 46.24 C=120 10,83 35.11 OA= 46.24PT= 35.11 21 4.260 0.00 0.00 VELOCITY = 3,09 --------- 137.19 ------- 0.0049 -------- ---------- 10.733 -------- 0105 ----------- ------------ ----------- -- 47.65 C=120 2E10.0 11.00 35.17 -- - GA== 47.65PT= 35.17 ._l_ 4,260 20.00 0.00 VELOCITY = 4.16 184.84 0.0086 31.00 0.27 134.34 -_- __.___.__._._- -._._ - :35.44 CS 61 23 --------- ------- 19.48 -------- C=120 ---------- 500.0 -------- 6.00 ----------- 35.44 -------------------------- OA= 19.48PT= 35.44 23 4.260 50.00 0.00 VELOCITY = 4.6 204.32 0.0104 54.00 0.53 ------------------------------------------------------------------------------- 204.32 36.02 CS 62 81 ( Wgc'lcW Vg K T NUm A8_a-F teaiMd-'° r 3: C? ;?7 F'C-°^;I. HK9.O Z F-: C 0 _ Xclc*cW JOB-- !NORT HWEST A EROSPACE TRAINING CORP JOB NO 87-636 2 DATE 4110/87 PAGE 4 **************** ******** *REMOTE t i T'0 BAKE OF STANDP IPE**M:iz**:F:k;X;k*%%*****:kXc****** HYDRLC. OA C. EQUIV. PIPE PT FT FIEF. FLOW DIA. FITTING FTGS. PE PV ***X* NOTES **%** POINT OT LOSSIF LENGTHS TO'T'. PF PN 45.57 C=120 2E 5.0 212.00 - -30,77-- - QA- 45 57PT= 30.77 17 2.157 2Ti0.0 30.00 0.00 VELOCITY = 4 45.57 0.0178 242.00 4.32 45.57 _.- _.-.--__---- -.----._.__.._- 35.09 --_-.__ --_-_.-.____.____.----_-.- CS 62 20 46.24 C=i 2O -- 2E 5.0 --.---•---- 21:.00 -----_.---- 30.68' --------------------------- GA= 4624PT= 30.66 16 2.157 2TiO.0 30.00 0100 VELOCI'T'Y - 4.06 4624 0.0123 242,00 4.43 46.24 _...... _.._ _.. _.._ _._.._......_ _...._ - 35. i i ._.._.._.-....._._. __.. --..._ ............._.._.._....._._-._ __ _.._. -- CS 62 :1 47.64 C=120 2E 5.0 _. 11200 _.._.._....- ---- 30.48 ----...----- _.------.-__.---....-----_---... QA= 47.64PT'= 30.48 15 2,07 2710.0 30.00 0.00 VELOCITY = 4.18 47.64 0.093 242.00 4.69 _. _.._._.-.._.._- - - - - --.._ - ---- --..._.._._ ._.._.... ----...._ ._.._.._.._........._.._._.. _....._.__._.....-._ ....... .. ....._.- - -- -......_....._.._ _ ._. _._._._.._._._..__.._........\ 47.64 35. i7 CS 62 22 19.48 C-120 210.00 29.68 QA= 19.48PT= 29.68- i4 1.452: 2T S.O 16.00 K00 VELOCITY = 3.77 } 19.43 0.0224 226.00 5.75 19.48 - --°--.--.-_._.. -..-- -.--- - -- 3:5.44 -- ...-.._...._ - - - -.__-------------- - CS 62 23 -- _..._._.._.._.-._ --._ _._._.._ 57.99 ----_._._._.._. C=120 ._ -.._.._._. 65.00 29.32 1. QA= 57.99PT= 29.32 Q.5 2.157 iT!00 10.00 0.00 VELOCITY = 5.09 57.99 _I 0. 027/ it ,75 .00 2 x 09 57.99 _ ---_. -_..__._._.....____. ____._._ _. -......... 31.41 .........._._._.._._.--._. _... CS 62 64 --------- ------- 0.00 -------- C=120 --------- --------- 10.00 ---------- 31.41 ----------------------- - - CAA= O.OOPT= 31.41 64 2.157 0.00 0.00 VELOCITY = 5.09 57.99 0.0278 10.00 0.28 0.00 C=120 -- ----_---.. 12.00 ___-.---.-._--- 31.69 ----------•--•---•------ QA O.OOPT= 31.69 65 2.157 0.00 0.00 VELOCITY = 5.09 --------- 57.99 ------- 0.0278 -------- --------- 12.00 --------- 0.33 ---------- - ---------- -- ---- 0.00 C=120 18.00 32.02 - --- ------ QA= O.OOPT= 32.02 66 2.157 0.00 0.00 VELOCITY = 5.09 57.99 0.0278 i8.00 0.50 w *:w vTKx0"pE;r af-% u-votmez.-vTc s F^T:Z:l 1-4A<I-cam- cEDI - w ;?k JOB- NORT HWEST AEROSPACE- TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 5 **%#****** *:K********%X:t*** *REMOTE K TO BASE'' OF STANDPIPE************************* HYDRLC. QA C. EQUIV. PIPE FT PT REF. FLOW DI& FITTING FTGS^ PE PV **>#** NOTES ***** POINT LET LOSS/= LENGTHS TOT. Pi= PN 0.00 0020 14.00 32.52 QA= O.OOPT= 32.52 67 2.157 0.00 0.00 VELOCITY = 5.09 --------- 57.99 -------- K0276 ------- ---------- 14.00 -------- 0.39 -- ------ --------------------------- 0.00 C=12O 91.00 -- 32.11 @A= O.OOPT= 32.91 68 2.157 1T10.0 10.00 0.00 VELOCITY = 5.09 57.99 0.0273 101.00 2.81 57.99 35.73 CE 63 8 C, --------- -------- 5i,59 ------- C=120 ---------- -------- 65.00 --------- 28.4/ ---------------------------- @A=- 51.59PT= 28.47 12 2.157 i"iiO.0 10.00 0.00 VELOCITY = 4.53 5K59 K0224 75,00 1.63 --------- -------- 0.00 ------- C=120 ---------- -------- 10.00 --------- 30.15 ----------------------------- OA= O.OOPT= 30.15 58 2.157 0.00 0.00 VELOCITY = 4.53 51.59 0.0224 10.00 0.22 .. --._._.._._._.._._._..----------- 0.00 C=120 12.00 30.38 QA= 0.001-'T= 30.38 59 2.157 0oo 0100 VELOCITY = 4.53 51.59 0.0224 Q00 0.27 ----------------------- --- 0.00 C=120 -------- 9.00 --------- 30.65 - - QA== O. 001" T= 30.65 60 2.157 0.00 0.00 VELOCITY = 4.53 51.59 0.0224 9100 0.20 -._ _.._._-_- _._ _- _._ -- 0.00 ---.-_-- - C=1 20 ._ -_.._.... _. _._._. _._ -._ ... _.._. _ _ 9.00 _ _-----_._. _ _. 30.8:5 _.......-_ _ QA= O OOPT= 30.85 61 2.157 0.00 0.00 VELOCITY = 403 51.59 0.0224 9.00 0.20 -------- -------- -------- --------- --------- --------- ------------------------------ 51.59 31.05 CS 63 62 -------- -------- 0.00 -------- C=120 --------- --------- 14.00 --------- 31.05 ------------------------------ QA= O.OOPT= 31.05 62 2.i57 n.00 0.00 VELOCITY = 40:3 51.59 0.0224 14.00 0.31 -__------ -------- 0.00 -----_____ C=12O _--_-_--._._-- 1E 5.O --.-..__.._.__._ 96.00 ___-_._.._._._ 3106 ._._._ . QA= O.OOPT= 31.36 63 2.i57 2Ti0.0 25.00 000 VELOCITY = 4.53 51.59 0.0224 121.00 2.72 -----•--- ----.-°-•-- 51.59 --- •--_- -- •---.-....--- •- - _.._._._. _..--- ------ _• -- 34.08 Cl 64 79 ___-_- - --- 56.58 C=120 - ____.___.___ _--_ 62.50 _ 27.66 QA= 56.58PT= 27.66 11 2.157 KiO( 0 10.00 0.00 VELOCITY = 4.97 56.58 0.0266 72.50 1.93 ' W ?K W V M IP^,. 8 M G ff -M lJ Y ID iM t0 II _E C. s- F' F Z M Pi 40 L- E= f -,C 4- F-A - * X-C *K .JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/10/07 PAGE 6 *7k*ktM*:X****kcM*YFXt*****%c** *REMOTE M TO RASE O ETr=NDPIr-E*****m*:F*******t********* HYDRLC. UA C. EQUIV. PIPE PT PT REF. FLOW DIM FITTING FTGE. PE PV kk XtNc NOTES POINT PT LOSS/1= LENGTHS TOT. PF FN 0.00 C=120 i2 M 909 QA= O.OOPT= 29.59 52 2.157 0.o0 0.00 VELOCITY = 4.97 56.58 0.0266 12.00 0.32 0.00 C=120 -- - --._.----- 12.00 .---` -- ----- - 9.9i -.--.-- --_.--.._.------.--------•- OA= O.OOPT= 29.91 53 2.157 0.00 O.OO VELOCITY = 4.97 --------- 56.58 - 0.0266 12.00 002 ------ 0.00 -----__ C=1 20 ---------- --------- i 0.00 --------____-._ 30.23 __...._•-___-__--•-•---•------- 5.- A:---. O.OOI''I= 30.' 3 C 54 2.157 0.00 0.00 VELOCITY = 4.97 56.58 0.0266 _ _ .--.-..--- 10.00 0.27 0.00 C&20 . ._.... _._...._._._._..-.. i 0.50 _.._.__ _.....---......... 30.50 _._._........._......_...-....._._.-........._..-._...._._-._.._..-.... QAw O.OOP'Y•== 30.50 2.157 0.00 0.00 VELOCITY = 4 97 _--.._- -..__._ 56.58 ,......._._._ - 0.0266 .-._. -- -- _- ._.-.._._._._..-._. iO.50 0.201 . (.' 0.00 ' C-1..U _.... .....-- -- ---- 12.00 --- --..-.._-._-- 30.78 --.-.._.-..-.._-...... -- -- -- --?--- ------"- 1 QA= 0.OOPT= 30.78 ' 56 2_157 0.00 Koo VELOCITY = 407 56.58 0.0266 . 12.00 0.12 0.00 C=120 -.-.........-. - -- -- -- ._.-..__.._..-_._.. 91150 ---...--- --....--...-. 0.10 _ --._..._.._--._.----.... --._._._._ __.__..-- QA= O,OOPT== 31.10 57 2.157 1T100 10.00 0100 VELOCITY = 4.97 36.58 0.0266 1 0 i .:50 2M) 56.58 _._.. _..-._-._- ..............- 33.80 ----....-.._---..__._..-.__..___°-.___'---_ CS 64 78 -47..38 C=12O iE 5.O . ..-'--'----' 60.00 -'---'--'----..____. 24.78 -_..__...__ --._._.._--'-_-____•----••----- QA'= -47.38P1= 24.78 i' 2.i57 M0.0 0.0 0.00 000 VELOCITY 4.16 -47.38- 0.09i 75.00 -K44 -47.38 _._. ._--.--.---.. _..._-----------.. 23.35 .._._._.._._._.-.._....-- .............._----... CS 64 46 27.05 C=120 --_ 7.17 ------°---___ 23.35 _....--.------ --------.-....- --_.___ K= 5.600 P= 23.35 46 2.157 0.00 0.00 VELOCITY = 1.78 = 20.33-0.0040 7.17 -0.03 2 ?/?fjpf ?GOw/?v? -- 27.04 C=120 7.67 23.32 K= 5.600 P= 23.32 47 2.157 0.00 0.00 VELOCITY = .59 - 6.71 ---- 0.0005 7.67 0.00 F( Uy? Sf'L/? C=-120 7.67 23.32 K•= 5.600 P= 3.3' 48 2.157 0.00 0.00 VELOCITY = 2.96 -33_76 _0_0102^ 7.67 O. U3 27.09 C=12O 7.67 23.40 K= 5.600 P= 23.40 49 2.157 0.00 Koo VELOCITY = 5.34 60.85 0.0304 _ 7.67 0.23 -3 11t1q 'f A00Ov/N6j _ 'vx ?cWyx V3F KxI°RF? d"LU -T- 0i-Ie-e-F -r I-- sF',Fc7E2ulKIL._,L_R: CO_ :XW -$cAc JOB-- NOR THWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 7 *********%c%tXt*Xt*%c*;XM*%t*%,t* *REMOTE t1 TO RASE OF STANDPIP E*********%c*************** HYDRLC. QA C. EQUIV. F'IF'E PT PT REF. FLOW D.T.A. FITTING FTGS. FE PV *;R*** NOTES **YF** POINT OT LOSS/F LENGTHS TOT. PF P14 27.22 C=120 7.67 23.63 K= 5.600 F'- 23.63 50 2.157 0.00 0.00 VELOCITY = 7.73 -------- 88.07 -------- 0.0603 ------- - ---------- 7.67 - ----- 0.46 -------- 0.00 C=120 fE 5.0 116.00 24.iO QA== O.OOPT= 24.10 >1 2.157 1710.0 15.00 0.00 VELOCITY = 7.73 88.07 0.0603 13i.00 7.91 88.07 32.00 CS 65 77 ---- - S ? - 77--- ?JAGE _&0 ..._/0.... ----------_ _ _ _ -109.00 C-12O iE 5.0 60..00 23.81 Q=K*SQR(P): P== 23.81 9 2.1'_37 1T10.0 15.00 0.00 K'= 0,000 V = 9.57 --10900-•0.0895 - - -.-._- 75.00 -6.72 23.15 C=120 --._.._ .._._..._........_..-_... 7.17 _.__.__._.. ----..- 17.io ---- ._.._.__...._._._._..-....._._-•----•-•-- K= 5.600 P= 17.10 3:=; 2.157 0.00 0.00 VELOCITY = 7.53 -85.8>-0.0575 7.17 -0.41 . ._.-..- -- ._ 22430 C=120 7.67 16.69 K _ 5.600 P= 16.69 36 2.157 Koo 0.00 VELOCITY = 5.53 __.._._._._._..... --62.97-0.0324 _._. _.__.--._.-.-._.._._.-._._ ___..-._.._._._._._._. 7 ._._._._--._._. _.....__--.__.____._ /I ._. _.__._.y_!?_&A_FcOA/N•(L_ 22.70 C020 7.67 16.44 K'= 5.600 P= 16.44 37 2.157 0.00 0.00 VELOCITY = 3.53 -40,27-0,041 7.67 ---- -0.11 -------------- 041J F ----- ------------------ -40.27 16.33 C.' 65 38 2'2.63 - .... C=120 ._-___--°--- .._._._.._---- 7.67 -----------_ 16.33 _.°___----•-----._._....__.___--•_._. K= 5.600 P= 16.33 38 2.157 0.00 0.00 VELOCITY = 1.55' _._......_._._._..-- -__-17_64_0_0030 767 0.02 ;2-- A YQUAT to 22.61 C=12O 7.67 16.30 K= 5.600 P= 16.30 39 2.157 0.00 0.00 VELOCITY = .44 , -------- 4.97 --------- 0.0002 ------- ---------- 7.67 -------- 0.00 ------------ ----- I 50,/_ 5no----- 22.61 C=120 7.17 16.31 K= 5.600 P= 16.31 40 2.157 0.00 0.00 VELOCITY = 2.42 - 27.58 0.0070 -------- 7.17 -.--._____. 0.05 --------_.__._ 2 ?E?Ip1_ ?aHoA16_ ....--- 22.65 C=120 6.67 16.36 K_= 5.600 P= 16.36 41 2.157 0.00 0.00 VELOCITY = 4.41 -------- 50. 3 --------- 0.0213 ------- --------- 6.67 ------- - 0.14 --- ------- -_--_3 1_ Cow ?`cU??/??(?-- _ ---- 22.75 C=120 6.67 16.50 K= 5.600 P= 16.50 42 2.157 0.00 0.00 VELOCITY = 6.4 72.98 0.0426 --- -_ ---6.67- --__0_28 cl yEARI_ jLo,vI'vr twm-c?cm, vR a is r6 c;. P? uTomATT i-- ss r--r T pilKaIu-'F:z G o _ :xw:*c w JOB- NOR THWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 8 ************************ *REMOTE 4-1 f0 BASE OF STAI'II) F'IPE?>k?XtY??C??;?Y? Y???c?:kYtX?? %?C;?:tvc* llYDRLC. QA C. EPUIV. PIPE FT PT REF. FLOW DIA. FITTING FIGS. PE PV ***** NOTES ***** POI14r LET LOSS/F LENGTH-- TOT. PI= PN 22.94 C=120 6.67 16.73 K= 5.600 P= 16.78 43 2.157 0.00 0,00 VELOCITY = 8.42 95.9_ 0.0706 - 6.67 0,47 23.26 C=i20 6.67 17.26 K= 5.600 P= 17.26 44 21157 0.00 0.00 VELOCITY = 10.46 _119.18 0.1056 6.67 0.70 23.74 C=120 1E 5,0 77.00 17.96 1S= 5.600 P= 17.96 45 2,i57 1T10.0 15.00 0.00 VELOCITY = 12.54 142.92 ......... _. 0.1478 ... ._...._._._.... 92,00 13.60 ............ ?...... _ E<IDj, iow. .... 14`2,9'~ 31.56 CS 66 76 S o._1q......_.._.._...__.____......_ -•107.28 C=1'20 1E 5.0 60.00 23.36 it=K*SQR(!='): I''= 23.36 8 2.157 iTiO.0 15.00 0.00 K= 0.000 V = 9.42 .•••107.28 -10.0869 75.00 "-'6.5'2 22,98 C=120 7.17 16.04 I{'= 5.600 P= 16.84 24 4.157 0.00 0100 VELOCITY = 7.4 84.30-0.0556 7.17 -0.40 -84.30 16.44 CS 66 22.71 C=120 7,67 16,44 IC= 5.600 1°'= 16.44 25 2.157 0.00 0100 Vl::I..OCITY = 5.41 --........__._._ -6i ..59 ._..._._._-....... _ -•0.031 1 __............. _._.__ .._._._._._.._ .............. 7.67 ... _......._._._.. -0.24 ._............ _....._..- ?,.....? ..._........-----.-. 22.54 C=120 7,67 16.20 K= '5,600 P= 16.20 26 2.157 0.00 0.00 VELOCITY - 3.43 -39.05 -0.(-)134 7.67 -O.iO 22.47 C=120 7.67 16,iO K= 5,600 P= 16.10 27 2,157 0.00 0.00 VELOCITY = 1.46 -•16.58 -•0.0027 7.67 22.45 C=120 7.67 16.08 K= 5.600 P= 16.00 28 2.157 0.00 0.00 VELOCITY = .52 ------- - ----5_37 0.0004 --.____ _.__7 -6-- -__0.00 22.46 C=120 7.17 16.08 K= 5.600 P= 16.08 29 2.157 0.00 0.00 VELOCITY = 2.49 ------- - ----8.33 -0_0074 - --____ 7.17 0,05 y_? ?iGOL?/!?G 22.49 C=120 6.67 16.14 K= 5.600 F'= 16.14 30 2.157 0.00 0.00 VELOCITY = 4.46 50.82 0,0218 6,67 0.15 3 zhE4 t?oh.?v6 J A: do roc AK %V 3: K 1E B° 9 F, eN 9 6 T ED M tt" R-r X C ,S F" 57:Z -T r-9 K L- lE: FZ C ED - %3c *c A< JOB-- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 400/87 PAGE 9 ****ILK%k****************,y IREMOTE 41 TO SASE" OF STANDPIPE************************ HYDRLC. QA C. EQUIV. PIP= PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT UT LOSS/F LENGTHS TOT, PF PIY 22.60 C=120 6.67 16.28 K= 5.600 P= 56.28 31 2.157 0.00 0.00 VELOCITY = 6.44 73-42- 0-0431 6.67 0.29 22.'79 C=12O 6.67 16.57 K= 5.600 P= 16.57 32 2.557 0.00 0.00 VELOCITY = 8.44 -----.._.._•-•- M21 ----. --- 0.0750 --_...--- ------._---- 6.67 ----.-_-- 0.47 -----.-------- -•-----'r--f?Fg/21'_t?1?wi ? 23.12 C=12O 6.67 17.04 K= 5.600 P== 17.04 33 2.157 0.00 0.00 VELOCITY = 10.47 MM 9 _33 0. 1058 __--_.... ._ ....._.._.._.. -6.67 O.?__S . _.-. .. _._._._.._.?..y?wr.r?a???-?_ 23.59 C=12t_y IE 5.0 77.00 17.75 K= 5.600 P= 17,75 34 2.157 iTMO 15,00 0.00 VELOCITY =• 12.54 --------- 142.92 ------- 0.1473 -------- ---------- 92.00 -------- 13.60 ----------- --------------------- --- -- 142.92 31.35 CS 0 75 ---..__....._._ ------.... ------- _.__..----- -------- ----- 5 ...._. .....-_------- 20.54 C=120 7.17 16.02 OA= 28.54PT= 16.02 1 2.157 0.00 0.00 VELOCITY - 2.5 -----------..... M54 ------- 0.0075 ---..-----. .._.__--.--__-.... 7., i 7 .---._..___._.. 0.05 _._._.._-...._._._..._..-. ? SIC ---.-.---.__._..-._/_7._._. C --. sd/t r :;.'.2.45 C=120 6.67 16,07 K= 5.600 P= 16.07 69 2.157 0.00 0.00 VELOCITY = 4.48 -.._._._._.---------- --------- --------- --------- 50.93 ------- ------- ------- ------- 0.009 -------- -------- -------- -------- ....- ---------- ---------- ---------- ---------- - - 6.67 -------- -------- -------- -------- 0,551 ----------- ----------- ----------- ----------- /AEA rr hzwG q,v ------- ------- ------- ------- j-D.?--_....__-_/7- 2'2. 55 C=1 2O 6.67 i6.22 K= S MOO P= 16= 70 2.157 0.00 Koo VELOCITY :- 6.45 _-_.-- --.-.._ 73.54 _.._.._--- - 0.04M -___...___._. -.._- _ - 6.67 0.29 - - --- ---- 22.75 __ C=f 20 -.- -.._ _ _ _-__.__-._. 6.67 .. - - --- - M51 - _ - K= 5.600 P= M, 51 71 2,07 0.00 0100 VELOCI'T'Y =• 3,45 9609 0.0715 6.67 0.47 S?C ,,-'e, UG?/ni_ 23.03 C=120 6.67 16.98 K= 5.600 P= 56.98 72 2.157 0.00 0.00 VELOCI'T'Y = 10.48 119.37 0.1059 067 0.71 ?v Gf10 /?GOG?/NG .N' ----- 23.56 C=120 f E 5.0 77.00 17.69 K= 5.600 P= 17.69 73 2.157 1Ti0.0 1500 0.00 VELOCITY = 12.54 --------- 142.93 ------- 0.1478 -------- ---- --- 92M - 13.60 -.----- /?EAO j ------ 7- -----1 _ ???G•?G-- 0.00 C=12O - - --- ---- i0.83 ---- 31.29 CAA= O.OOPT= 31.29 74 4060 0.00 K OO VELOCITY = 3.22 142.93 0.0053 i0.83 0.06 - - - ----- 142.92 -- ----- C=120 ------.----- _.------- 10.83 ----- 31.35 --• (IA= 142.92Pr= 31.35 75 4.260 0.00 0.00 VELOCITY = 6.43 ---- -285.85 -0_0193 ----------- `-iG.83- - ----0_25 ----------- ----- == E?=?o,?= y :9?: ^w ""w V =S: 9< T N Gr Al U -r UI T"5i ?-- -F:E ?: " ? : 7L 9" II hs 1.0=_ a ti: co- wl * c w JOB- NOR'T' HWEST AEROSPACE TRAINING CORP JOE{ NO 87-6362 DATE 4/10/37 PACE 10 ********* *************** *REMOTE & TO BASE OF STANDPI PE************************* HYDRLC. DA C. EQUIV. PIPE rT PT REF. FLOW DIA. FITTING FTGS. PE PV *A*** NOTES K**** POINT QT LOSS7F LENGTHS TOT. PF PN 1 42.95 C=120 i 0.83 31.56 7A::= 1 42? 9i PT= 0.56 76 4.260 0.00 0.00 VELOCITY = 4.65 --------- -428_76 0_0450_ _...__.__ ---- - --SO_8- - 0.44 ----------- - v2 / -- ?IDlf?o.?% 88.07 C=120 200.0 11.00 =00 QA= 88.07PT=- 32.00 77 4.260 20.00 0.00 VELOCITY = i 1 .63 ------------ 516.8 ------- 0.0579 -------- --------------- 31.00 ---- 1.30 2 (e y'AD1 FLORA {, 56.58 C=1'20 78 4.260 573.41 0.070' 79 573.41 4.00 0,00 4.00 33.80 QA= 56._i81'T - 33.80 0.00 VELOCITY = 12.9 0,28 34.08 CS 68 -------- -------- 51.60 --------- C=120 -------- ---------- 20.00 ---------- 34.08 --------------------------- QA= 5i.60PT= 34.08 79 4.260 0.00 0.00 VELOCITY = 14.06 62501 0.0823 20.00 1.65 57.98 C=120 --._....-.-- 3.00 -._._.-..__.__..._ . 35.73 _____..-.._._._._.___-______.___--- QA= 57.48PT= 35.73 80 4,260 0.00 0.00 VELOCTTY = 15.37 682? 99 0.0970 3.00 0.29 204.32 C=120 5.00 36.02 QA= 204.32PT'= 36.02 81 4.2610 iT20.0 20.00 0:.00 VELOCITY = 19.96 -------- 887,31 -------- 0. 1 575 -------- --- - 25.00 3,94 - ------ -------------------------- 0.00 C=120 ---- - ---------- 3.00 - -- 39.96 QA= O.OOPT= 39.96 VAE1 4.026 1.00 0:.00 VELOCITY = 22.35 -------- 887.31 -------- 0.2074 -------- 1.00F. --------- 4.00 ---------- 0.83 ------I _ - /O D Cp/+r / S/Oe f_'6sE_ 100.x:70 C=120 1Ei4.0 30.00 40.74 QA= iOO,OOPT= 40.79 HSi 6.340 17.00 13,86 VIELOiCT'T'Y = 10,03 987.0 0.10276 3.OOF. 47.00 1.36) j PE= FOR HT. OF 32.0 987.31 _ _.._ _._--•- ---- - - _ _--___.-___ CS 69 SP4 ._._ _x._7._...1319,5.E . S 71-91WRi/?z SEE PAGt //o.il S r= E PAG E No /2 y Y/i6A L Iq T SP ?L ow S &WC WR 716 Fog Cov11,EuA70^1 SAS /a .Su.PP? y w*w::x v31 K ,l Nc an:4 uTuiMf(-1 -rI C ? Ff F.< T 1" 19<A-r_"4..z C0 _ 3c*:.Dcw- JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6:362 DATE-: 4/10/37 PAGE 11 106.80 61.21 16.29 28.54 73.54 119.37 7»536»»5333) 4»»31,) »2CCCCICO0069CCC70CCC71CCC72CCC73CCC74 R 83.87 38.71 6.12 50.99 96.29 142.93 ^ 106.80 14 9. 107.28 61.59 161 58 28.33 73.42 119.33 ^ 83)3324»>25>»26»>27»328CCC29CCC30CCC:31 CCC3200033CCC34C<:C75 ^ 84.30 39.05 5.37 50.82 96.21 142.92 ^ 214.09 2IS5.35 109.00 62.97 17.64 27,52 7298 ii9.ii3 ^ 9»»3',»>36>»37»>38»>39CCC40CCC41 CC.C4'2CCC43 CCC44C.CC45CCC76 ^ 85.85 40.27 4.97 50.23 95.92 142.92 ^ 323.09 423, 76 ^ 47.38 6.71 60,85 3810; ^ 10»>46>:»4%CCC48C0C49CC;.50 CC: C5iCCCC.CCCCCCC<:CCCC000CC.C( C(CC77 ^ 20.33 33.76 83.07 R 370.47 `116,8:3 ^. 56_ 58 ..i6. 8 56. 5c "i6... 8 :' iiCCCC-:CCC 000CCS' CC{:5z 3CCC54CCC55CCC56 CC.C57CC;.:.CCCCCCCCCCCCCC78 ^ 56.153 X6.58 56.58 ^ 3i-3 ,9O - ??7 x.41 ^ 51 .59 51 .59 5i .59 51 .'59 A i 2.'CCCCCCC<:CCt:<.53CCC }9CCC6O<:CC.6 i {{:06200C:63<:000CCCC:C:CC:C:CCCC:t:C79 ^ Si .51 .5Q 51 . 59 R 57.99 57.Q9 57.9'.: R 13C CCCOi-COCCC<.C64C.CC6:SCCC'66{:CCCCCCC,37C.C0:68C000.C; 0C0'.t:{:<{ <:<:; ;`8{} 1 5/.99 57.99 57.99 ^ 6b2.99 A 887,31 81 CCCCC:{:C CVAS i v R 204.32 204.32 887.31 `. 19.48 V i 400C(:(:<:CCCOCCCCC.CC<:<.t:CCCCC:000C.CCCC:CCC.CCC::t<:C0<:<:Ct:<:Ct:f.CC.<:CCC2.3 I-IS i R V i34.84 1'(3484 ' R 47. 154 ty i SC<:COC;-Ct:C<.C<:<.CCCCC{:C0CC0{:C000{:{:{:C0C0{:CC'CCC{:{'{:C0{:OCC<:CC{:<:{'{:''2 I A V 137.19 137,1? ^ 46.24 V 16000CC.CCCCCCCCCCCC<:CC:C<:<:CCC.CO<.C<:ccCCCCCCCC<:000C.C.CCCCCCCCC<:c2i R 90.95 90.95 n ^ 45.57 V 17OCCcC(cCCCCCCCCCCCCCCCcc<CCCCCCC<'CCCCCCC.CC<:000CCCCCC<CCCCC2O A v 45.38 45.38 987.31 ^ 45.38 V i8CC0L000CCCCCCCCCCCCCCCCOCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCf.C:Ci9 S'P4 HYDRAULIC CALCUALTION SUMMARY 6LdG 6 E S/?i4LRrd/e t3/1yS To SiyJE Il G SYs'wD p//?E AREA START END TOTAL TOTAL SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 60 69 987.30 55.94 SP4 AK w Ac T><a X K: A 1" 0 (G A. UJ1-R- 01 iM VN'T X r- ? IF=^ IFk X 114 K: IL R: IFx't: r:1 Ep MIC w vx Ac JOB- NORT HWEST A EROSPACE TRAINING CORP .ION NO 87-6362 DAT E 400/87 PAGE 12 **************** ******** FLOW THRIJ LOOP BLDG D TO SUPT'LYkc** ***:K*aY*****;tt*>X*aY:k**** HYDRLC. GA C. EQUIV. F'IF'E PT PT REF. FLOW DIA. FITTING FTGE. PE PV ***** NOTES ***%* POINT OT LOSS/F LENGTHS TOT. PF PN 188.17 C=140 -95.0(') 60.03 PA= 188.1'7Px= 60.03 5 8.140 0.00 0.00 VELOCITY = 1.16 --------._ -188_17 0.0002- -- --` 95.00 0.0? r oe - sPL,T 400.00 C=140 1E23.9 110.00 60.06 QA= 40KOOPT= 60.06 6 8.140 23.94 0.00 VELOCITY = 3.62 588.17 0.0023 133.94 0,3 ADO y00 Gv? -- _ - ------- - -1 0.00 C=140 023.9 230.00 60.37 OA= O.OOPT= 60.37 7 8.140 28.94 0100 VELOCITY = 3.62 588.1'7 040023 5.0OF. 253.94 0.61 0.00 C=14() -.._._.- ._....._.-.---•-•- 35.00 -...-_._._..` ....__.-....-- ..... 60.97 ........---.--._.--------.._.-..--- OA= 0.00P''1'= 60.99 8 5.140 0.00 0.00 VELOCITY = 3.62 --------- 588.17 ------- 0.0023 -------- ----- 35.00 0.08 0.00 C=140 ---- ---------- 310.00 --------------- 61.07 ---------------------- @A- 0.001x= 61.0'7 9 KM 1T460 51.55 0.00 VELOCITY = 3.62 588.1'7 0.0023 5.00F.. 361.55 0.85 0.00 C=140 ......._.._.... - 2E23.9 -._.. ................--- 460.00 _.._...... _.._.....-- ••-•-•-----. 61.92 __..__._......_.._ -•-._.---_.__.-__-•.- QA= O.OOPT= 61.,92 10 8.140 47.80 0.00 VELOCITY = 3.62 --------- 583.17 ------- 0.0023 -------- ---------- 507.88 - -- 1.20 588.17 -- ---- - ------------- 63.12 --------------------- CS 1 11 -------- -------- 0.00 -------- C=120 --------- ---------- 7.00 --------------- 63.12 --------------------- QA= 8.00PT= 63.12 11 7.981 53.00 0100 VELOCITY = 3.77 588.17 0.0034 _ 53.00F. _ •-_-_. 60.00 ...---.------ 0.21 . _______.-._- --_- V q( ve O/T -__-....._..-•---_---.-.------..- 588.17 J _ 63M Cl _ i ---- ---- -----•--- ----...._..-1fn_ .._. _ ./....__ AAG_E...._tia<l3_. .-......---..-._.. -------------- 9417.30 C=14(-) 11 (1.00 5504 QA= 987.30PT= 55.94 SP4 6.0307 1T39.9 43.90 0.00 tt?.l._OCITY = 11.09 9437.30 0.0265 4.OOF. 153.90 4.09 Jaw GAD-sue- -188.17 C=140 ---- ----•- 20.00 --.----------•-_. 60.03 ------------- -------- OA= -188.17PT= 60.03 5 8.140 1T46.5 46.55 0.00 VELOCI'T'Y = 4.92 799.1 3 0.0041 -- ---- 66.55 ---------- 0.28 --------------- Awl Man ---- - - ------- 0.00 C=140 fE23.9 415.00 6001 QA= O.OOPT= 60.31 4 8.140 23.94 0.00 VELOCITY = 4.92 -------- 799.13 -------- 0.0041 --------- -- -- 438.94 1.83 - ----- -.-__ -- 799.13 - ---- ---------- --------- - 62.14 - -------------- CS 3 3A WeWc14c:qc V 1 K-1 14 r"LLD-A'EDifi «=1-F 3: a-- 0c=°szx IIIK1L_5- F< c0 - ww JOB- NOR THWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 13 ?c Xc M* ? K X ?kc t FLOW THE<U LOOP BLDG D TO SUPPLY**** ******************** HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE Pv **I** NOTES ***** POINT OT I._OSS/F LENGTHS TOT. PF PN 0.00 C=120 7.00 62.14 OA= 000PT= 62.14 3A 71981 53.00 0.00 VELOCITY = 5.12 79933 0.0061 53.00F . -- 60.00 ---- - 0.37 ---- -- ------ V46tlE /'IT ' -------- -- 799.13 62.50 CS 4 3 -------- --------- 0.00 -------- C=140 -------- ---------- 360.00 ---------------- 62,50 -------------------- CAA= K OM= 62.50 12.210 1T79.8 79.80 0.00 VELOCITY = 2.19 -------- 799.13 --------- 0.0005 -------- -------- 439.8:} - ---- - 0.25 - - ----------- --------------------- 0.00 0=140 3E35.9 --- - 880.00 -- - 62.76 QA= 0.OOPr= 62..76 2 12.210 192.73 0.00 VELOCITY = 2.19 799 . 1 ;3 0.0005 5.00'x'. 992M 57 0. , ). •3 7`-}9 1 .._.. 63. .33 _- -_...._ GS 5 1 syq,/ -----..---- !387.36 --._._--..--- GGr ..---...._. .Qu?? t_s !'P?.Y._._.....__..__.._.._.._....... .._._....._.._.__...----- ---- _- /3?7.32 6pw GP PSI 41.41e gecF 47' SuIle/ SEE f'/?GE /Uv f ?i4vJEC rEo L c,oc., AvA?c,4?G ? See SAG E /Uo / y ?Lv? Scir??r? O L,06 /!/6 /? WftiC,e SH,o-PCY Save-A q) i& 13LVf, "D ` m'MC W V 7C K 7C N Cr r'h LA A irli ?S R " I? '? Ih110^ : R_ Ir o R--O *C w ac w JOB- MORTFIWEST AEROSC'ACI? TRAINIING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 14 799.13 799.13 V V i 799.13 98'7.30 V SF'4CCCCCCC5 A 188,17 A h 588,17 A 588.17 588,17 7000CCCCCCCCCCC8CCCC9CCCC000CCCCCCCiO 5E?F3. 1-? 9P1 799.13 588.17 A 799.13 A aCCCCCCM. CC(:CCC.CCCC::CCCCCCCCCCCCCC CCCCCCCCCCCCCCCC.CCCCi;l? 711 588.17 HYDRAULIC CALCUALTION SUMMARY e?4/?d/vC> /' ?c'y+OTE ? 1 ? SUO/Ly AREA START EIND T0TAL 'TOTAL SUF•PLY NUMBER SECTION SECTION FLOW PRESSURE POINT i 1 5 1337,30 53.337 1 `-W -N: *: ?X V' X K.T N1 fL;• A, L J I ED ft es X 3[ ?' .7 F^ F;i 1E ri 6ti 6_ EE: T R: a-_ 0 _ W ;3K ac JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 400/87 PAGE 55 XcXcY?? K1?K ?CXYF ?ttt?X %s%cXc k Y?A?WA'iER SUPPLY SCHEMAT'IC*X<*******Y,********Cr„********* ! ---------•---------------•--•-•--------- ------ STA'T'IC PRES. ! *C-- 79.000 PSI ! ! ! S ! U P ! P Y ?j c ?G ?E?n 0 K--- RESIDUAL PRESS. ! ! C 71.000 PSI AT ! U 1250.00 GPM ! R E PRES. AVAILABLE ! * C-- 69.298 PSI SAFETY MARGIN A . ! 5.968 PSI v SYSTEM DEMAND--3 *--------------:K * C-•-- FLOW AVAILABLE ! ! 887.30 GPM / 00 GPM HOSE: A 1797..77 GPM ! ?s.33 Ps/ / _ ------------- / I TOTAL. DEMAND ! ! f V 63030 PSI AT! / !{ 1387.30 GPM ! U / C / D / IN ! / M 3681.04 GPM * ! / 1= AT 20.{)00 PSI ! D ! ! *{--- 13.860 PSI. (ELEVATION) !----------•------------- ---------------------------------------! FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 887.30 GPM INSIDE HOSE 100.00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 1387.30 GPM ,WXC-?k VSf:-EIre ??u rEa?fo^n )r 2 s? e?? uk? > co- www JOB- NOR THWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 400/87 PAGE 16 **********:**************F LOW BLDG F_ THRU LOOP TO SUF'F'I_ Y?C:YNcXc?C?C:s?:Xk:Y?yc?xc???? K?YF>x,? HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIR. FITTING FTG.S. PE PV ***** NOTES ***xckc POINT OT LOSS/F LENGTHS TOT. Pi= PN -640.93 C=140 95.00 61.38 QA- 640.93PT= 61.38 5 8.140 0.00 0.00 VELOCITY = 3.95 -640.93-0.0027 95.00 -0.26 0.00 C=140 1E23.9 - 110.00 _._-61.12 - - --__-OA= -O.OOPT= 6102 6 8.i40 23.94 0.00 VELOCITY = 3.95 -640.93-0.0027 133.94 -0.37 0.00 C=140 --.-- iE23.9 -•-------- 2330.00 ----- •_.-'-__ -- 60.75 --------•-------------•---- OA= O.OOPT= 60.75 7 8.140 28.94 000 VELOCITY = 3.95 -640.93-'0.0027 5.OOF. 258.94 -0.72 -640.93 - -'---_.._._._....'--•- 60.03 - -.-•----------'•_____.__ '-'- CS' 10 8 LOw 987.30 C=14O ii0.0O 55.94 OA= 987.30PT= 55.94 EP5 6.030 1T39.9 43.90 0.00 VELOCITY = 11.09 937.30 0.0265 4.OOF. 153.90 4.09 FLD,,? EQa??O -------- -------- -------- --------- -------- ••640.93 M40 3500 60.03 QA= _.640.93PT= 60.('73 8 8.140 0.00 0.00 VELOCITY = 2.13 346.37 0.0008 33500 0.0;3 tLUw 5&l7 !" _.-.. _..._.._._. _ ___-. _..._. _--._._..._._ _.....-.----- -......__..._....__ ____.._._._._--._.._ .._._.._.._.-.r..._._..._._._..._ _- _ .._.-_ _____....- 400.00 0=140 MOM 60.06 QA= 400.OOPT= 60.06 9 S.i40 iT46.5 51.55 0.00 VELOCITY = 4.6 G C 746_37 0.0036 5.OOF. 361.55 1.33 UA QQ0 ;, "A 0.00 C=i40 2F_23.9 460.00 61_.39 (7A= 0.00PT= 61.39 i 0 M40 40 47.81:'• 0.00 VELOCITY K6 746.37 0.0036 507.88 1.87 746.3'7' - - ---_-----._ 63.25 .._-._._---.-._.___-.____--.-__.._._._.._. CS i i ii 0.00 C=12O 7100 __ . ___...._ - 63.25 ---_.._ --._......_.__.-__.._-.._`------ CAA= O.OOPT= 63.25 4i 7.981 53.00 0.00 VELOCITY = 4.78 746.37 0.0053 53.OOF. 60.00 0.32 746.37 __ ___--- -----._._-.-..._- 63.58 ------------------...-__------ CS i'2 t -------- -------- --_.--??? ?? - - -!_._ PSG tv o _L1__- ___-.-.--._._----------------- 0.00 C=140 ti0.00 61.38 QA= O.OOPT= 61.38 SP4 6.030 iT39.9 4300 0.00 VELOCITY = 0 -------- 0.00 -------- 0.0000 -------- 4.OOF. --------- 153.90 --------- 0.00 -- -- -- -- ----------- 640.93 C=14O 20.00 -- - - 61.38 ------------- QA= 640.93PT=-61.38 5 8.140 1T46.5 46.55 0.00 VELOCITY = 3.95 640.93 0.0027 66.55 0.18 .wmac:Xc < vT l<T rim- Aa...AToN JOB- NORTHWEST AEROSPACE TRAINING ************************FLOW BLDG HYDRLC. GA C. EnUIV. REF. FLOW DIA. FITTING POINT RT LOSS/F LENGTHS 0.00 C=140 iE23.9 4 8.140 640.93 0.0027 3A 640.93 CORP JOB NO 87-6362 DATE 4/10/87 PAGE 17 E THRU LOOP TO SUPPLY************************ PIPE PT PT FTGS. PE PV ***** NOTES **** TOT. PF PN 415.00- 61.57 OA= O.OOP'T= 61.57 23.94 0.00 VELOCITY = 3.95 438.94 1.22 --------------------------- 62.78 CS 13 ------------------------------------------------------------------------------------------------ 0.00 C=120 7.00 62.78 OA:.- O.00PT= 62.78 3r1 7.981 53.00 0.00 VELOCITY = 4.11 640.93 0.0040 53.OOF. 60.00 0.24 640.93 63.03 CS 14 3 0.00 C=140 360.00 63.03 OA= O.OOPT= 63.03 3 12.210 iT79.8 79.80 0.00 VELOCITY = 1.76 640.93 0.0003 439.30 0.17 0.00 C=i 40 3E35.9 sno0 o'8 63.19 (?A= 0.00PT= 63.19 2 12.210 112.73 0.00 VELOCITY = 1.76 640.93 0.0003 5.OOF. 992.73 0.38 640.93 63.58 CS 1'5 1 7416 37 13137.3 o RC QulnED )97 SbfMlV ---- ---f397.3Z_ (Z 6 y-29 -f.J/ Ar/A11-46 E - f?ow P.eeJCCrE? Ai - SEE 946 5L t-? 1196E II/Q . I ?LD?? SGNL- /rrATiG 6c OG S,,?/L Y S cr Afl6 /1/0 / y lil/RtE2 .oPL7' sc.Y?inA7G W V X KX NC;? A1_n-F E3 d-5 rte. -d- X 0 SG="1-4X R4K0_p=R CC3 W4c etc JOB- NORTHWEST AEROSPACE TRAINING CORP JOLT NO 87-6362 DATE 4/10/87 PAGE IS K k? K%? k K a? X kXc*K%? #m k Xc?c.X k °aFl_OW SCI EMATIC*I** *****************va%c,; ** ****** 640.93 640.93 V v 640.93 .00 V A SP4<000CCC5 V V 640.93 v 6 V A 640.93 V 640.93 746.37 7:r»>»»»»»BCCCC9CC0CC0COO0CCCCi 0 !i 346.37 V 937.30 v n SP; 640.93 746.37 A 64K93 A 2000CC',`:{CCCCOCOt<CCC<.t.CCCCCCC.CS.CC.CCCt000CCCCCCCCC::<CCOi»»i i 7'46.37 HYDRAULIC CALCUALTION SUMMARY AREA STAR'T' END NUMBER SECTION SECTION i i0 i5 QA? 078 y / BN1114A16 X A /2 rr 5 c APLY N027N 6n/0 or- Bw1 .16 TOTAL TOTAL SUPPLY FLOW PRESSURE POINT 1387.30 63.:7 1 -11c'K.4c VX KIE N(:? t^nLJIF EDPi9% Ir I 0v SF="F-i3. NKLEFZ C0 ? 4c Ac Ac VX JOLT- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 400/87 PAGE 19 *****************************WATER SUP'P'LY ECHEMATIC%c**%c***********%cXc*YRNckcXc******* !---------------------------------------------------------------------c=====___ ! ! ! STATIC PRES. ! *C-- 79.000 PSI c ! c ! ! ! S ! ! U P L A5irioTc *C--- RESIDUAL PRESS. ! C 71.000 PSI AT' U 1250.00 GPM R V c ! E ! PRES. AVAILABLE ! C-- 69.298 PSI SAFETY MARGIN ^ c `'.728 PSI v ! SYSTEM DEMAND--) *--------------* * C-- FLOW AVAILABLE ! 837.30 GPM / 500 GPM HOSE ^ 1732.84 GPM ! ! E TOTAL DEMAND i t V 63.57() PSI AT! ! / R ! 1387.30 GPM ! / U -.-........ - -- ! / C ! / D c ! ! N ! M 3681.04 GPM ! E AT 20.000 PSI ! ! D c ! t i *C-- 13.86:1 PSI (ELEVATION) c i c t c c c ------••-----------------------•- FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 887.30 GPM INSIDE HOSE 100.00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 1387.30 GPM ?k?X?X?%??X?kf??%KXt?XC:dttlckcXtNtNc?X????CNcXCXC(c:(C?cXC?cXCNc??:?C?Ckt*Xckc??C?C%t?;*?C*XC*?*??e?:kx?C?c%X>X%cX<1?*k??c%K%X:K?%k?%k*:X:k Lh '6 .-osa 46 -^-gs EAa HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING CORPORATION DATE 4/10/87 LOCATION O'!`!EIL DRIVE, EAGAN, MINNESOTA MEZZ OFFic? BUILDING STEEL DECK BEAMS COL CONC WALLS SYSTEM NO. BLDG D&E CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. £37-•6362 CALCULATED BY TOM MILLER DRAWING NO. 1, CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 26 OCCUPANCY BRIEFING ROOMS S !{ )NFPA 13 ( )LT. HAZ. ORD.HAZ.GP.( )1( )'-( )3( )EX. HAZ. Y !( )NFF'A 231 { )N PA 231C FIGURE CURVE S ! (X)OT!•1ER 15/2000 SO FT REMOTE PER I.R.I. MINNEAPOLIS T !( )SPECIFIC RULING MADE BY DATE M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE !DENSITY- GPM .15 (X)WET( )DRY( )DELUGE( )PREAC'T'ION D !AREA PER SPRINKLER 132 SPRINKLER OR NOZZLE E ]HOSE ALLOWANCE GPM-INSIDE 100 MAKE 'CENTRAL' MODE!_ "A" S !HOSE ALLOWANCE GPM-OUTSIDE 400 SIZE 1/2" K-FACTOR 5.6 I !RACK S'P'RINKLER ALLOWANCE 0 TEMPERATURE RATING 165 I`I CALCULATION ! GPM REQUIRED 447.66 PS[ REQUIRED 29.98 AT BASE OF RISER SUMMARY ! C 1=ACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST PUMP DATA TANK OR RESERVOIR A !DATE OF TEST RATED CAF' 0 CAP. 0 T !TIME: OF PEST AT GPM 0 ELEV. 0 E !STATIC (PSI) 79 ! ELEV 0 R !RESIDUAL <PET) 71 ! WELL !FLOW (GPM) 1250 ! ! PROOF FLOW GPM 0 S !ELEVATION FLOOR LEVEL. P !LOCATION :9 & 12 INCH FIRE. WATER MAIN LOOP OF BUILDING L !SOURCE OF INFORMATION :P'ROJECT'ED FLOWS FROM ENGINEERS Y ! !COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID FILED Y. PALLETIZED Y RACK X M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ( )OPEN O ! K ! FLUE SPACING: CLF_ARANCE:STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ?XiX?:*:{CNc?KN:**%K?:K*%K?**:k?X:k?Cxc?C%X?h*?Xt?t?[:?:N:Kk:?C*?C?t?Ckc?CkckCXC?C?C*k:??t?CXc?X:X:Kkt:X:X*hY?CA?MNf ?k:KNC*:Xkt?K?X??X>xkf:K:kNi FI r.! 1?_ F'F'dCeTE: CTx CA R-1 E- "r 1--0MiF"9JTF_? Fa 1> r-- SJE E;- B'-9 JOTS- NORTHWEST AEROSPACE. TRAINING CORP JOIE NO 87-6362 DATE 4/40/37 r.,,E 24 Xc*%k*Xc:KXc***"F****Xt****X ***TYP OFFICE AREA REMOTE BLDG D , E K K# X???XcX Xt?X?XcXc?XcXcX X<v?XcXcy??Xc IAYDRLC. CAA C. EQUIV. F'IF'E PT Pr _.__-____------ REF. FLOW DIA. FITTING FTGS. PE PV >!*X** NOTES *ttlcaYYc POINT UT LOSS/F LE11GTI-IS TOT. PF PN 20.94 C=12() 14.00 14.60 K= 5.470 i-'= 14.65 67 2.157 0.00 0.00 VELOCITY = 3.15 3- II3 0_01-4 14 00 0.16 - -------. ___ _ - _ --------- --- _ _ _ 21.05 c=-20 91.00 14.81 K= 5.470 P= 14.31 63 2.157 1T10.0 10.00 0.00 VELOCITY = 5 --------.-- _ 56.93 ------ 0.0269 - 101.00 2.72 ---- --- ---- Gc o .VG _ 56.93 17.5„ CS 23 sa _FU _ A4 6_E_ Oleo -61.49 C:=120 65.00 16.11 O=t 9OR(P) F•=^16.11 1'. 2.15'-7 1ii0 .0) 1().00 010() K= 0.000 V - 5.4 49-0.0310 .1 15,00 -2.33 2(`).30 C=120 10.00 13.70 K- 5.470 F'= 13.78 53 2.157 0.00 0.00 VELOCITY = 3.61 41.19-•0.0147 10.00 -0 .iS 20.20 C=120 1'._1.00 13.63 K=: 5.470 I'= 13.63 59 2.157 0.00 0.00 VEL0CIT'Y = 1.84 20) . 99 •-0.0042 12.00 --0 , 05 19.97 C=120 9.00 13.'58 K= 5.420 P= 13.53 60 2.157 - 0.00 0.00 VELOCITY = .09 i A2-0_0000 - ---_ _ 9.00 0100 .2 19.97 C=120 9.00 13.53 K= 5.420 r'= 13.53 61 2.157 0100 0.00 VELOC'I'TY = 1.66 18.95 0.003' - _9.00- ----0_03 FcowS,oc T 13.9: 13.61 CS 23 62 20.-3 C=120 14.00 13.61 K= 5.470 F'= 13.61 62 2.157 0.00 0.00 VELOCITY = 3.43 39.13 -Y 0_O-34_ _--_-- - 14100- _--0119 20.32 C=120 fE 5.0 96,00 13.30 K= 5.470 P= 13.00 63 2.157 2110.0 25.00 0.00 VELOCITY = 5.22 59_45 0_-291 121 -!10 3_5_ 3 i%e•9D1 Fca?,..?? 59.45 17.33 CS 24 79 --------- -------- -----SSE -- --------------------- -59.38 C=12O 62.50 16.11 Q=K*SQR(P): P= 16.11 11 2.157 iT1O.O 10.00 0.00 K= 0.000 V = 5.21 -59.38-0.0291 72.50 -2.11 *www vT o< T "r. af?auToma--%TT o S r-,F'T mKLEFz Co- X<WW W JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 20 k* 1?**%?** ? ?c ? K* ** Kkck?XC?C k Xc*T'YPICAL ARMS AND DROPS K k Nc*?C ? **%c kk *a?Xc*?c:icK< *Nt*Xc*kcY? k HYDRLC. 0A C EQUIV. F'IF'E PT PT REF. FLOW DIA. FITTING FTGS. PE PV NcNkAK NOTES *N*** POINT 0T LOSS/F LENGTHS TOT. PF PN 16,20 1.104 OE 2,0 1100 8.07 QA= 0.15 X 108.OOS0r. C=120 IT 5.0 5.00 0.00 K= 5.600 V = 5.43 16.20 -------------- 0.0687 -------- -------------- 6.00 ----------------- 0.41 ---------------------------------- 16.20 8.78 KiOO= 5.470 ------------------- ,1,116 44 _ A T5 2 S 3? S1_s6? s 7 .- ----•--- -- - 19.50 1.104 1E 2.0 i.5o 12.13 0A'= 0.i5 X 130.OOS0F. C=120 IT 5.0 7.00 0:0o K= 5.600 V = 6.53 19.50 0.0968 8.50 0.8'.? 19.50 12.95 -K10i=- 5.420------- --_ ___..._._.._...._._ ............. C,........ ._X .. .. ....._._::.. ,._l a1 -._.6._ .............-------------------- 19.50 1.104 iE 2.0 8.00 12.13 0A= 0.15 X 130.0090F. C=12O IT 5.0 7.00 0.00 K= 5.600 V = 6.53 19.50 0.0968 15.00 1.45 19.50 13.58 KiO2= 5.290 _______ 20.10 1.104 OE 2.0 1.00 12.88 0A= 0.15-X 134.OOSQF. C=120 IT 5.0 5.00 0.00 K= 5.600 V = 6.73 20.10 0.1024 6.00 0.61 20.10 13.41' K103= 5.470 ---------- - ----- --! rPjc?IL _.?a r.._. 4K Ac Ic A< %V,3= K3: theme enUI- CD P1eN -r-a a-_ SF^IRX 14l<9_EF-[ r--- 01 DX 3c ?ew JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 21 %?%?**%?*A K?FXc xX **?%*%?1? TYF' OFFICE AREA REMOTE BLDG D, E?XX?% #kCXc?CXXc?C c?c?t*?C*?c?C?c HYDRLC. QA C. EQUIV. F'IF'E PT PT REF. FLOW DIA. FITTING FTGS. PE PV * #cXck NOTES * ?X POINT QT LOSS/F LENGTHS TOT. PF PN -19.53 C=120 7.67 16.77 QA= -19.53PT= 16.77 1 2.157 0.00 0.00 VELOCITY = 1.71 -19.53•-0.0037 7.67 -0.03 0.00 C=120 ------- 7.67 --------- 16.74 -------------------------.-- QA= O.OOPT= i6.74 2 2.157 0.00 0.00 VELOCITY = 1.71 -19.53-0.0037 7.67 -0.03 0.00 C=120 -- •- •-• - --------- 7.67 --------•- 16.71 ._...------------------ ------ QA= O.OOPT= 16.71 3 2.157 0.00 0.00 VELOCITY = 1.71 -19.53-0.0037 7.67 -0.03 0. 00 CQ 20 --.-• •- --• -•--.-•.-. ----. 7.67 _._ _.---._.._ _.._ 1&68 •-.- --.- _ _-- •-•- •---•-.----- ------ QA= O.OOPT- 16,68 4 2.157 0.00 0.00 VELOCITY = 1.71 -19.53-0.0037 7.67 -0.03 0.00 C=120 _-- ._._--.-._....-- 7.17 .---_•--•---- 16.65 _-------.._--__---••-_.--._-.=.._- --;-- QA= O.OOPT= 16.65 5 2.157 0.00 0.00 VELOCITY = 1.71 . _----- 0'003 19-53 S Q N\ _ -_. .-° _ -- 0.00 CQ 20 -....-._..-.._._._...._. 1E 5.0 --. .-.-- - 60,00 ----•- .---- 16.63 -•-•-_--•-•-•----- QA= --O.OOPT= 16.63` 6 2.157 Q10.0 15.00 0.00 VELOCITY = 1.7i -19.53•-0.0037 75.00 -0.28 --- ----_-- ------ ---•-.------- ----.-..--.---- - ._....._•----.. .._-- ------_.- ---.-- ..............e---------_------C? 0.00 C=12O 10.83 16.35 QA= O.OOPT= 16.35, 7 3.260 0.00 0.00 VELOCITY = .75 -19.53-0.0004 10.83 -•0.Oi •-1 9.62 CQ 20 10.33 16.34 QA= -19 .62F'T= 16.34'' 8 3.260 0.00 0.00 . VELOCITY = 1.5 -39.15-0.0018 10.83 -0.02 --------- --------------- ---------- --------- --------- --------------------------- -19.91 C-120 10.83 16.32 QA= -•19.91PT'= 16.32 9 3.260 0.00 0.00 VELOCITY = 2.27 -.59.06-•0.0038 10.83 -0.04 -20.29 C=120 2E 7.0 11.00 - 16.28 - - --QA= --'20.29PT'= 16.28 10 3.260 14.00 0.00 VELOCITY = 3.05 -79.35-0.0066 25.00 -0.17 59.39 C=120 - - --9.50- °- 16.11-- ------ QA= - 59.39PT=-16.11 i1 3060 0.00 0.00 VELOCITY = .77 --------- -19.96•-0.0005 --------------- ------- 9.50 0.00 -19.96 --- ---.------ --------- 16.11 ----•-.---------------------- CS 20 12 --------- --------------- 61.49 C=120 ---------- ---•------ 14.00 --------- 16.11 --------------------------- QA= 61.49PT= 16.11 12 3.260 0.00 0.00 VELOCITY = 1.6 41.53 0.0020 14.00 0.03 W WW W WM KX MG un1 ?T0Ki e'er-r 3E 0 ?27 F"FZX rA9<L- A_F:;-" 0E' - :,"iC+:x?Kw JOB-- NORT HWEST AEROSPACE TRAINING CURE' JOB NO 87-6362 DATE 4/10/87 PAGE 22 Xc%cXz?YXcXcXc XcXcAcXck?X X<X „YXcXcXcX *'f`fF OFFICE AREA REMOTE BLDG D, EX?X?* XX<?zXcXcX X< XXcXcX< XX<XcXC% HYDRI_C. LdA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE F•V K X<XcX MOTES Xc X<kk POINT (IT LOSS/F LENGTHS TOT. PF Phi 47.65 C=120 9.50 16.14 nA= 47.65PT= 16.14 13 3.260 0.00 0.00 VELOCITY = 3.43 ----------- 89.18 --------- 0.0082 ----- 9.50 0.08 -8.50 -- C=120 ------------ 2E 7.0 -------- 11.00 ------------ 16.22 --------------------------- QA= -8.50PT= 16.22 14 3.260 14.00 0.00 VELOCITY = 3.1 -------•-- 80.68 •------- 0.0068 -- - 25.00 0.17 - 20.80 -- .-- C=120 ---------- -------- 10.83 ----------- 16.39 -------------------------- !IA= -20.80PT= 16.39 15 3.260 0.00 0.00 VELOCITY 2.3 59.88 0.0039 10.83 0.04 ?{ . f 8 C:=120 10.83 16.43 OA= --20. i 8P T= 16.43 i6 39.70 3.260 0.0018 0.00 10.83 0.00 0.02 VELOCITY = 1.53 -19.89 C'=120 10.83 16.45 CIA= -•19.89I'-'°I'= 16.45` 17 3.260 0.00 0.00 VELOCITY = .76 19.81 0.0005 10.83 0101 0.00 C=120 2E 5.0 212.00 16.46 QA= 0.001-'T= 16.4611\1 i 8 2. 1 57 2'Ti 0.0 30.00 0.00 VELOCITY 1.74 x 19.8i 0.0038 242.00 0.92 11 O.00 C=120 -- _--------- 10.83 --------------- 17.38 ----------------------------- CAA= O.OOPT= 17.38 19 4.260 0.00 0100 VELOCITY = .45 19.81 010001 10.63 0.00 ---------- ---•---- 19.89 ------- C=12O ----------- -----.--- 10.83 _.---------- 17.38 ---- --•-----.-.-_-•----------- (7A= i9.89F'T= 17,39\- 20 4.260 0.00 0.00 VELOCITY = .89 39.70 0.0005 i0.83 0.01 20.1@ C =i 20 _ __10. 83 ._--17.39 ftA'= 20. i 8F'T= 17.39 21 4.260 0.00 0.00 VELOCITY = 1.35 59.88 O.OOiO 10.83 0.01 - ------ ---------------------------- - 20.80 C=120 2EiO.0 - 11.00 --- --- 17.40 - QA= 20.80PT= 17.40 22 4.260 20.00 0.00 VELOCITY = 1.82 ---------- 80.68 ------- 0.0018 ------- ----------- 31.00 --------- 0.06 ------------ --------------------------- 80.68 17.46 CS 21 23 --------- ------- 8.50 ------- C=120 ----------- 5EiO.0 -------- 6.00 ----------- 17.46 ---•-----------._•----------- OA= 8.50PT= 17.46 23 4.260 50.00 0.00 VELOCITY = 2.01 -------- 89.i8 --- 0.0022 56.00 0.13 -- - -------------.___---------- - ---- 89.i8 ------- ----------- -------- ----- --- 17.58 CS 22 8i JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 23 * K Xc:K K ksXc ?C?C ?C*XcK Xt>x* T'(P OFFICE AREA REMOTE BLDG D, F_YFYF? ?M#c??C:K X? KKt K?%t???Ckc%c*?* HYDRLC. QA C. EQUIV. F'IF'E PT PT REF. FLOW DIA. FITTING FIGS. PE PV NOTES %cKt?K?K?x POINT QT LOSS/F LENGTHS TOT. PF PN 19.89 C=120 2E 5.0 212.00 16.45 Of)= 19.89PT= 16.45 17 2.157 2T10.0 30.00 0.00 VELOCITY = 1.75 19.89 0.0038 242.00 0.93 19.89 - - --------• ----------- 17.38 ---------`---------------- CS 22 20 20.i8 C=120 ------- --- 2E 5.0 ----.._•---•• 212.00 - ----------.-• 16.43 -------------------------- Carl= 20.i3PT= 16.43 16 2.i:57 2'iio.o 30.00 0.00 VELOCITY = 1.77 20.18 0.0039 242.00 0.96 21 20.i8 17.39 CS 22 20.80 C=120 2E 5.0 212.00 16.39 QA= 20.80PT= 16.39 15 2.i57 2T10.0 30.00 0.00 VELOCITY = 1.83 20.80 0.004i 242.00 1.01 20.80 17.40 CE 22 8.50 C=120 210.00 16.22 RA- 8.50PT= 16.22 14 1.452 2T 8.0 16.00 0.00 VELOCITY = 1.65 8.50 0.0054 226.00 1.24 8.50 -• - --- - -- ---° -.--- - ---------- 17.46 -------.-•------------------- CS 22 23 -47.65 C=120 _•--- --.__..----- 65.00 -------•--- 16.14 -...._._._ •-•------------------- QA= -47.65PT= 16.14 13 2.157 iTi0.0 10.00 0.00 VELOCITY = 4.18 -•47.65-0.0 i93 75.00 -1.45 -47.65 - 14.68 ----.--•----------.-.------- CS 22 64 --------- ------- 20.96 -------- C=120 ---------- --------- 10.00 ---------- 14.68 --.------------------------ K= 5.470 P= 14.68 64 2.157 0.00 0.00 VELOCITY = 2.34 -26.69-0.0066 ----- ---------- i o . 00 ----•----- 0.07 --------- ,3116_/_-70_?G0?._?_w_G_ ---__----- 20.91 C=120 12.00 14.62 K= 5.470 P= 14.62 65 2.157 0.00 0.00 VELOCITY = .51 -5.78-0.0003 12'00 0.00 _-,-I A1cgvJ CLokryvL 20.72 C=120 i8.00 14.61 K= 5.420 P= 14.61 66 2.157 0.00 0.00 VELOCITY = 1.31 14.94 0.0022 18.00 0.04 _ r- to XCW:9c:-X VM KIENE< AiU-IT-0Mff--aT31 S?"?? B TI L C 00- w*c*c%FC JOB- NORT HWEST AEROSP'AC'E TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 25 X?X?X<X? K?k%??K X??S %??kX< X?X?X X?X<Xc k TYF' OFFICE AREA REMO'T'E BLDG D, F_Nf>K i<YC?X<) ???X<XC?YXcX ? ? ?°t*Xckt %X - ------ HYDRLC. -------- OA ------- C. ---------- E17UIV. --------- PIPE --------- PT ---------- ---------------- PT REF. FLOW DIA. FITTING FTGS. PE F'V %K:XA** NOTES * XX<XcXc POINT LET LOSS/F LENGTH:, TOT. PI= PN 20.47 C=120 12.0() 14.00 K= 5.470 F'- 14.00 52 2.157 0.00 0.00 VELOCITY = 3.41 ----- ---- --38_9i-0_0133- -_----_-- - 12.00 --------- -0.16 --------- ------- 3 HE ------------ - 20.35 C=120 12.00 13.84 K= 5.470 P'= 13.84 53 3.157 0.00 0.00 VELOCITY = 1.63 - ------ ---------- --i8_56_0_0033 -- - ------------ 12.00 -- ----- 0 -.04 - ------- -------0w,,?c _ 20.32 C=120 10.00 13.80 K=: 5.470 P= 13.80 54 2.1:57 0100 0.00 VELOCITY = 15 1.76 0.0000 10.00 0.00 IrCUe? D 20.14 C=120 - -- - -?i0.50 - 13.80 K= 5.420 P= 13.30 55 2.157 0.00 0.00 VELOCITY = 1.92 21.90 ----- 0.0045 ------- ----------- -------------------- OTLQ,jZ 6-- 20.35 C=120 12.00 53.85 K= 5.470 F'= 13.B5 56 2.157 0.00 0.00 VELOCITY = 3.71 --- ------ --42_25 -0_0155- - 12.00 0.19 --- - ----- - -- 20.50 C=120 91.50 14.04 K= 5.470 P= 14.04 5- 2.i57 iT10.0 i0.00 0.00 VELOCITY = 5.51 63.75 0.0122 101.50 --- 3.27 ---------- `t 171C/?P FGUw/wG --------------- ---•-_----- 62.75 17.3i CS 24 78 i0 46 46 Ao? 6 4- 111o .2 20.29 C=120 iE 5.0 60.00 16.28 Q=K*SOR(P): P= 16.28 2.157 1T10.0 55.00 0100 K= 0.000 V = 1.78 20.29 0.0039 75.00 0.30 - - 20.29 16.58 CS 24 0.00 C=120 2.157 20.29 0.0039 7.17 16.58 0.00 0.00 7.17 0.03 QA=----0.OOPT= 16.58 VELOCITY = 1.78 "ZI ----------------- ---------.-•--- ---•---------- ------------ -------.--------------- S 0.00 C=120 7.67 16.61 (7A- 0.00PT= 16.6ik 47 2.157 0.00 0.00 VELOCITY = 1.78 20.29 0.0039 7.67 0.03 --------- - ----------------- 0.00 ------------- C=120 ------------- 7.67 ----------- 16.64 ----------- ---- QA= 0.00PT= 16.64 48 2.557 0.00 0.00 VELOCITY = 1.78 20.29 0.0039 7.67 0.03 ----------------- ------------- ----•--------- ----------•- -------------------------` 0.00 C=120 7.67 16.67 QA= O.OOPT= 16.67 49 2.557 0.00 0.00 VELOCITY = 1.78 20.29 0.0039 7.67 0.03 ?X =8< DAB DX A.,Ar X K -1 94 ?x Pit ILA -'IT- ED MI r!'N T'- 11- S"I=" Fc M P1 K 0- E: R: C n W W W JOB- NORTHWEST A EROSPACE- TRAINING CORP JOB NO 87•-6362 DATE"-' 4/10/87 PAGE 26 %tr? XY??k XXt ? XcX<Xc;cX<Xc X?k XtXc ?YX T`(F' OFFICE AREA REMOTE BLDG D, EXtv?Xc?X X XXt%tXcX XcXt?XtX KXtXc*XtYX K K HYDRLC. QA C. EQUIV. PIPE P'1' PT REF. FLOW DIA. FITTIING FTGS. PE PV XtXt?X?kXt (NOTES arX<XtXcXc POINT QT LOSS/F LENGTHS TOT. PF PIN 0.00 C=120 7.67 16.70 QA= O.OGPT= 16.70 50 2.157 0.00 0.00 VELOCITY = 1.78 --------- 20.29 ------- 0.0039 -------- - 7.67 0.03 0.00 C=120 -- ------- 1E 5.0 -------- 116.00 ---------- '16.73 --------------------------- QA= O.OOPT= 16.73 51 2.157 1''110.0 15.00 0.00 VELOCITY = 1.78 20.29 0.0039 131.00 0.52 20.29 ----•-•----- -------- ---------- 17.25 ------•----- --------------- CS 25 77 19.91 C=120 '1E 5.0 60.00 16.32 QA-' 19.91PT= 16.32 9 2.'1 :57 1T'10.0 15.00 0.00 VELOCITY = 1.75 19.91 0.0038 75.00 0.29 0.00 C=120 - ---• -------- 7.17 ---------•-- '16.61 --------.-•- .•----------------- QA= O.OOPT= 16.61 35 2.157 0.00 0.00 VELOCITY = 1.75 19.91 0.00378 7.17 0103 0.00 C=12O 7.67 - '16.64 QA= O.OOPT= 16.64 - 36 2.157 0.00 0100 VILOCITY = 1.75 19.91 0.0038 1 67 0.03 ------------ ------- 0 00 -------- C=120 ----------- ----- ---- - ---------._ 6 -------._------------------- - ` . 7 67 16. 7 QA O.OOPT= 16.67 37 2.157 0100 0.00 VELOCITY = 1.75 '19.91 0.0038 7.67 0.033 --------- ------- -------- ---------- -------- ---------- --------------------------- 19.91 `16.70 CS 25 38 l? 0.00 C=12O 7.67 - --- 16.70 ---- --------------------- QA::- 0.00PI'= 16.70 38 2.'157 0.00 0.00 VELOCITY = 1.75 19.91 0.0038 7.67 0.03 ----------------- ------------•---•--- ----•---- ------------------------------------- 4 0.00 C=120 7.67 16.73 QA= O.OOPT= 16.73 39 2.157 0.00 0.00 VELOCITY = 1.75 ---------- 19.91 ------- 0.0038 --------- ---- 7.67 0.03 - - ----- ----------------- --- 0.00 C=120 ------ -------- 7.17 - ------- 16.76 - ---- QA= O.OOPT= 16.76 40 2.157 0.00 0.00 VELOCITY = 1.75 --------- 19.91 ------- 0.0038 -------- ----- 7.17 0.03 - 0.00 C=120 ----- -------- 6.67 --------- 16.78 --------------------------- QA= O.OOPT= 16.78 41 2.157 0.00 0.00 VELOCITY = 1.75 --------- 19.91 ------- 0.0038 -------- ----- - - 6.67 0.03 --- --- --- -- -- ------ 0.00 C=12O - -- -------- 6.67 ------- 16.81 - - -------- - QA= O.OOPT= 16.81 42 2.157 0.00 0.00 VELOCITY = 1.75 19.91 0.0038 6.67 0.03 JOB.- NowrT IWES'T AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/10/87 PAGE 27 OFFICE: AREA REMOTE BLDG D, Etc x??t XXckX ? t KXcX???*??t?X ?Xt?c? kc HYDRLC. aA C EQUIV. F'IF'E PT PT RE'r. FLOW DIA. FITTI14G FTGS. PE PV ***** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN 0.00 C=120 6.67 16.84 QA= O.OOPT= 16.84 43 2.i57 0.00 0.00 VELOCITY = 1.75 i9.9i 0.0038 6.67 0.03 0.00 C=120 - --- ---- 6.67 ----- -- 16.86 ----------•------------------ CIA= O.OOF'T= 16.86 44 2.157 0.00 0.00 VELOCITY = 1.75 --------- 19,91 -------- 0.0038 ------- - - 6.67 0.03 0.00 C=120 --- ----- iE 5..0 -------- 77.00 --------- 16.,89 ---------------------------- 7A= 0.00PT= 16.89 45 2.157 iTiO.O 15.00 0.00 VELOCITY = 1.75 19.91 0.0038 92.00 0.3 19.91 _ __-__.--- ---__ ---- 17..24 ------__ _______._.__.____------ CS 26 76 --------- ------- i9.62 -------- C=12O ---------- iL S.O ----------- 60,00 ---------- 16.34 ---- --------_._._-_------- -- - QA= 19.62PT='i6.34? 8 2.157 1Ti0.0 15.0 0.00 VELOCITY = 1.72 Cc 19.62 0.0037 - 75.00 0.28 0.00 C=120 --- ----- --------- 7.17 -__----i- 16.62 ------....-------------•-------- .A- O.OOPT= 16.62 24 2.157 0.00 0.00 VELOCITY = 1.72 R 19l62 0. 0037 7. 1 0.0 :i `C 19.62 16.65 -------------- - CS 2,6 25 --------- -------- -------- --- ..____--_ __---__--___-.-_-_ --__----__.-- 0.(:)0 C=120 7.67 16.65 QA== 0.4)OPT= 16.65 25 2.157 0.00 0.00 VELOCITY = 1.72 C 19.62 0.0037 7.67 0.03 ?. --------- ------- ------- 0.00 C=i20 7.67 16.68 QA= O.OOPT= 16.68 26 0.00 0.00 VELOCITY = 1.72 19.62 0.0037 7.6'7 0.03 0.00 C=120 7.67 16.71 - nA= O.00PT=16.71 27 2.1:57 0.00 0.00 VELOCITY = 1.72 19.62 0.00377 7.6'7 0.03 G..00 C=120 ----- ---------- 7.67 ---------- 16.74 ------------------------------- QA= O.OOPT=16.74 28 2.157 0.00 0.00 VELOCITY = 1.72 --------- 19.62 ------- 0.0037 -------- --------- 7.67 0.03 --- ------------- ---------- 0.00 C=520 - -------- 7.17 ---- -- 16.76 -- --- QA= O.OOPT= 16.76 29 2.157 0.00 0.00 VELOCITY = 1.72 --------- 19.62 ------- 0.0037 -------- ---------- 7.17 ------- 0.03 ----- -------------- -------- ---- 0.00 C=12O - 6.67 ---- 16.79 - - QA= O.OOPT= 16.79 30 2.157 0.00 0.00 VELOCITY = 1.72 19.62 0.0037 6.67 0.03 ra V g K IE N t",r L l' f O h N1i r( '1T- (L ?^ IFw O^II Oti. O_ 00- w w:c w JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DA'Z'E 4/i0/87 PAGE 28 %cXC d?t%t F:FX<?CMXc>RXc? kc%cXcAY XtkcM K K'1'YP OFFICE AREA REMOTE BLDG D. E X? {< c d d?C Ord #Xc K?C X?CkCYd K%c HYDRLC. OA C. EQUIV. F'IF'E PT PT REF. FLOW DIA. FITTING FTGS. PE PV ?k?YWXtK MOTES **m*X POINT QT LOSS/F LENGTHS TOT. PF PN 0.00 C=120 6.67 16.82 QA= 0.00PT= 16.82 31 2.157 0.00 0.00 VELOCITY = 1.72 --------- 59.62 -------- 0.0037 ------- ------- - 6.67 0.03 0.00 C=120 - - --------- 6.67 --------- 16.84 --------------------------- QA= O.OOPT= 16.84 32 2.157 0.00 0.00 VELOCITY = 1.72 --------- 19.62 ------- 0.0037 ----- 6.67 0.03 0.00 --- C=520 ---------- --------- 6.67 --------- 16.87 --------------------------- QA= O.OOPT= 16.87 33 2.157 0.00 0.00 VELOCITY = 1.72 19.62 0,0037 6.67 0.03 0.00 C=520 1E 5.() 77.00 16.89 - QA= ---0.OOPT= 16 89 34 2.157 1T10.0 15.00 0100 VELOCITY = 1.72 19.62 0.0037 92.00 0.35 --------- -----`- -------- --------•--- -•-------- -----`-.-- ----.-.-------------------__ 19.u2 17.24 CS 27 75 1? ---------. .--•----- -------•- ----------- --------.- --------- ----•-----------------------• l \ 19.53 C=120 7.17 16.77 QA= 19.53PT= 16.77 1 2.157 0.00 0.00 VELOCITY = 1.71 19.53 0.0037 17 7 0 03 . . --------- ------- -------- ---------- -----.---- ------•---•- -------------_------------- 0.00 C=120 6.67 16.79 QA= 0.00FT= 16.79 69 2.157 0.()0 0.00 VELOCITY = 1.71 l\ 19.53 0.0037 6.67 0.02 0.00 C=120 6.67 - 16.82 - QA= 0 001 T= 16.82 70 2.157 0.00 O.OO VELOCITY = 1.71 19.53 0.0037 6.67 0.02 ---•------ ------- -------- ------•---- --------- ------•--- ---------_------------••--- 0.00 C=120 6.67 16.84 QA- 0.00PT= 16.84 71 2.557 0.00 0.00 VELOCITY = 1.71 --------- 19.53 ------- 0.0037 -------- -------- 6.67 0102 0.00 C=120 -- --------- 6.67 --------- 16.87 ----•----___---.-_----------- QA= 0.00PT= 16.87 72 2.157 0.00 0.00 VELOCITY = 1.71 --------- 19.53 ------- 0.0037 -------- 6.67 0.02 - ------------------ 0.00 C=120 ---------- 1E 5.0 --------- 77.00 --------- 16.89 ---- ---- QA= O.OOPT= 16.89 73 2.157 5T10.0 15.00 0.00 VELOCITY = i.75 --------- 59.53 ------- 0.0037 -------- -- ------- 92.00 - - - 0.34 ----- -- ---------------------------- 0.00 C=120 - ---- -- 10.83 -- 17.23 QA= O.OOPT= 17.23 74 4.260 0.00 0.00 VELOCITY = .44 --------- 19.53 ------- 0.0001 -------- ---------- 10.83 ------ -- 0.00 -- ------- 19.62 C=12O - 10.83 ------- 17.24 -------------------- QA= 19.62PT= 17.24 75 4.260 0.00 0.00 VELOCITY = .86 39.15 0.0004 10.83 0.01 k Fc M W Ld lC Kg F yl ? l! ' iPwti !`u "G Z F=^ FZ 7C P II Fes;: L-9- F Z 1--0- X *CW JOB- NORTHWEST AEROSPACE TRAINING CDRF JOB 140 87-6362 DATE 4/10/87 PAGE 29 OFFICE AREA REMOTE BLDG D, E??M?xY;KH ?t?Y?C?kc#c ? ?? XXe?Xc;K*? HYDRLC. OA •C" EQUIV. F'IF'E PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES *%*** POINT QT LOSS/F LENGTHS TOT. PF PN 19.91 C=120 10.83 17.24 QA= 19.9iPT= 17.24 76 4.260 0.00 0.00 VELOCITY = 1.33 ----.----.- 59.06 ------- 0.0010 ---- 10.83 0.01 20.29 ---- C=120 ---------- 2E10.0 --------- 11.00 --------- 17.25 --------------------------- QA.: 20.29PT= 17.25 77 4.260 20.00 0.00 VELOCITY = 1.79 --------- 79.35 ------- - 0.0016 ------- ---- ------ 31.00 --------- 0.06 ------- -- C-QfGOa.?ivG y ------- ----- 62.74 C=120 4.00 17.31 9A= 62.74PT= 17.31 78 4.260 0.00 0.00 VELOCITY = 3.2 142.09 0.0053 4.00 0.02 ?EA?? ??Ot?/n? --_------- -------- ------- ----------• ---•------ _---____ ? ------------- - ----- --- 79 142.09 1733 CS 28 ------------------------------------------------------------------------------------------- 59.46 C=120 20.00 17.33 QA= 59.46PT= 17.33 79 4.260 0.00 0.00 VELOCITY = 4.53 201 .55 0,0101 X0. 0 0 0.20 / D E/9 f ?Cowi,.(? --.-..-.---------------._.----.-----------_?-----.----__._-.-•_.--••----_.._-•_ _56.93 C=120 3.00 1'"7.':3 QA= 56.93PT= 17.53 80 4.260 0.00 0.00 VELOCITY = 5.82 258.48 0.0160 3.00 0.01.5 -------------------------------------.--__-------------------------------------- 89.18 C=120 5.00 17.58 QA= 89.18PT= 17.58 81 4.260 1T20.0 20.00 0.00 VELOCITY = 7.82 347.66 0.0278 25.00 0.70 - - 0.00 C=120 3.00 18.28 QA 0. ()()f' i =1 8.28 VA5'1 4.026 1100 0.00 VELOCITY = 8.76 347.66 0.0366 1.OOF. 4.00 0.15 100.00 C=1'20 1E14.rJ---30.00 - 18.42 QA= 100.00PT= 18.42 - HS1 6.340 17.00 11.26 VELOCITY = 4.55 447.66 0.0064 3.OOF. 47.00 0.30 FE= FOR 1-I7. OF 26.0 -----------------------------.--------------------- -_---•-_ 447.66 29.99------.__CS 29 ------------- SP4 -- D-%g> I3f?fC__ - S-'?.?0 ?%? ------------------ fE 7. o 5 s'? Ike 0G!/? E,? Ropes S XS TEf! /H/J /S /yi0/C 7W61V /riEZZ?y?.vE OFTi? ES Rt-C??/?? s c? Poo « -- /1 v 3 v JOB- NORTHWEST AEROSPACE TRAINING CORP 3: 9-. .LS' 11-" FZ 1 9"919ti: L- 9=: F< 00 _ *c: *c W JOB NO 87-6362 DATE 4/10/87 PAGE 30 SCI-IENATIC#*Xc?m???C??:Xc:X:k???c??c???xXc??*Xc?C?:xt?c*?:* 19.53 19.53 19.53 19.53 19.53 19.53 7000C6CCCC5<CCC4CCCC3CC<C2C<,CCiCCCC69CCC70CCC71CCC72CC<73CC.C74 V 19.53 19.53 19.53 19.53 19.53 19.53 ^ 19.53 19.53 V19.62 19.62 19.62 19.62 19.62 19.62 ^ 8<CCC24CCC25CC<26CC<27CCC28CCC29CCC3000C3iCCC32CCC33CCC34CCC75 v 19.62 19.62 19.62 19.62 19.62 19.62 ^ 39.15 39.15 V19.9i 19.91 19.91 19.91 19.91 19.91 ^ 9CCCC35CCC36C<C37<C<38C<C39<:C<:4000C41C.CC4'200043CCC44<:CC45CCC76 V 19.91 19.91 19.91 19.91 19.91 19.91 ^ 59.06 59.06 V20.29 20.29 20.29 20.29 ^ iO<CC46CCC47C.CC48CCC49CCC50C.C.C5ICCCCC.CC000CCCCCCCC<:CC.C<CCCCC77 v 20.29 20.29 20.29 ^ /9.35 79. 3'1 V 59.38 18156 21.90 62.75 ^ 11»»» :)???»523?>:53»?54000SSCCC56CCC57CC000CC<:<.CCCCCCCCC78 V 38.91 1.76 42.25 ^ 19.96 142.09 V 61.49 20.99 18.95 59.45 ^ 1 "?»?)?:>7??»?>58?759»?60??J61 C.CC6200063CCCCCCCCCCCCCCCC<C79 ^ 41.19 i.02 39.13 41.53 01 .55 ^ 47.65 5.78 35.88 ^ 1 3:)is7>:):)»>):)>)64»?h57>)hhC<.CCC.CCC67CCC6(3<:C<:CCCC.000.CCCC.CCCC80 26.69 14.94 56.93 ^ 258.48 ^ 347.66 8i CCCCC.CCC.VAS1 V ^ 89.i8 89.i8 347.66 ^ 8.50 v 14<CC<:CC000CC<:CC{«CC.CCC<.C{CCCCC(:C<CCCCCCCC<:<:C<:CCCCCCCCCC.C<:C23 ^ v 80.68 80.68 ^ 20.80 V 1 SCCCC.CC<:(:CCCCCCCCCC{CCC.C{{:C<:CCCC.C{C'CCCCCCCCC.CCCCCCC<:CCCC<.C.C22 ^ v 59.88 59.88 ^ 20.18 V 16CCCCC<<CCCC000C(CCCCCCCCCCCCC<CCCCCCCC(CCCCC,CCCCC(CCC<'.CCC(2i ^ v 39.70 39.70 ^ 19.89 V 17000CCCC.CCCCCCCCCCCC<<C<CC<CCCCC.CC<(000CC<<CCCCC.CC000CCCCCC20 ^ v 19.81 19.81 ^ 19.81 v 18C<C.C000CCC<CCCCCCCCC<<CCCCCCCCCCCCCCCCC<C<CCCCCCCCCCCCCCCCI9 HYDRAULIC CALCUALTION SUMMARY 5.41t 471A16 D t E Me-ZZ7JN/NP DFfiGE .496,f HSi n n 447.66 SP4 AREA START END TOTAL TOTAL SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 20 29 447.66 29.98 SP4 JOD- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 403/87 PAGE 31 * X*Xc***%?Nc X*** 1cXC**XC?e C*XcXc* K%? kH. P. R. TO Gf1IDMkC*kc XXc:X* K:Xk Xc KNcX *?C X? X?C X kmXC*k: X HYDRLC. of) C EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV XKX% NOTES POINT OT LOSS/F LENGTHS TOT. PF PN 24.38 1.104 7.50 18.95 QA= 0.25 X 97.50SOF. A CQ 20 0.00 0.00 K= 5.600 V = 8.17 - --24_38 _0.1463 -7_50- 1.10 24.69 1.452 1E 4.0 9.00 20.05 20.05 K= 5.600 P= 19.44 B C=120 IT 8.0 12.00 0.00 0.61 VELOCITY = 9.50 _-- _-49.07_ 0.1405 21.00 2.95 19.44 2 //E%?G? `G v wi .G --- 49.07 23.00 K 1= 10.230 2 19 70- 0 ice too 24.38 1.104 7.50 1$.95 OA= 0.25 X 97.50SQF. C C=120 0.00 0.00 K= 5.600 V = 8.17 24.38 0.1463 7.50 1.10 24.69 1.452 OE 4.0 3.00 20.05 20.05 K= 5.600 P= 19.44 D C=120 IT 8.0 8.00 0.00 0.61 VELOCITY = 9.50 -------- 49.07 --•_.- --.- 0.1405 --__-.......... ._.._....-- 11.00 1.55 19.44 - -- 49.07 21.60 K 2 ? 10.560 -- @ ? l -- --- --- - _ --- --------------------- 24.38 1.104 7.50 18.95 OA= 0.25 X 97.50SOF. E C=120 0.00 0.00 K= 5.600 V = 8.17 24.38 0. 1 -- 7.50 IM Q___ _._. _._._. _.?._.yt?iQ fcuw wiG ------ 24M 1.452 1E 4.0 16.00 20.05 20.05 K= 5.600 P= 19.44 F M20 IT 3.0 12.00 0.00 0.61 VELOCITY = 9.50 49.07 0. 1 405 28.00 __3_-4....__ f 19,44 --- 2 -- --._-- ---- w 50:'2 1.687 OE 4.0 7.00 23.99 23.99 K= 10.560 P= 22.62 1 C=12O IT 8.0 8.00 0.00 1.37 VELOCITY = 14.24 4 9..29 0.2493 15.00 3.74 22.62 , yE.rl?l LLD .v?l 52.68 2.154 1F_ 5.0 29.42 27.73 27.73 K= 10.230 P= 26.52 2 C==120 2T1O.0 25.00 0.00 1.21 VELOCITY = 13.37 --------•- 151.97 ---•-_( 0.1667 --- -- 54.42 -'--._._______ 9.07 _-..- !- 26.52 -- --- ----- -------tJ,_LCOwiL?5 151.97 36.80 K 3= 25.050 6 --------- -------- ----- SE #12._ ??I(E ------ z TV -------------- 60AIIYVOO a_v --- AcAcX %V3: 9-:3: 9`9tr eoLEI C341ee-r= C S'F-F<T 9-1KL_T-_..FZ CED . Wvc:.„+c:lK JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 403/87 WAGE 32 *************%c;k;X;K*:K;%;k**** HYDRAULIC PUMP ROOM THRU G ;IDS*?*Xc Xk ? k;# K?YC ? K?? ask k*YFYF? K HYDRLC ._ ---QA--- -?C"_ -EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***#* NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN -61.77 C=120 7,67 07.99 QA= -61.77PT== 37.99 1 2.157 0.00 0.00 VELOCITY = 5.42 -61,77-0.003 7,67 -0.24 0.00 C=120 ------ 7.67 ---.-- - -•-- 37.75 ----•-.---___-__---•____---- QA= O.OOPT= 37.75 2 2.157 0.00 000 VELOCITY = 5.42 -61.77-0.0313 7.67 -0.24 0.00 C=120 ------ ------' - 7.67 -----..._---- 3..50 ---------•------------------ QA= 0.OOPT= 37.50 3 2.157 0.00 0.00 VELOCITY = 5.42 --------- -61,77-0.0313 --------------- ----- - 7.67 - --0.24 0.00 C=120 ---- ------- 7.67 ----------- 37.26 --------------------------- QA= 0.OOPT'= 37.26 4 2.157 0.00 0.00 VELOCITY = 5.42 -61.77-0.0313 7.67 --0.24 0.00 CQ 20 _ _. _.-__ 7.17 ._._ .___.__--._.._. 37.02 _.__. ..--_.._._._._--_______------- QA= 0.OOPT= 37.02 5 2.157 0.00 0.00 VELOCITY = 5,42 -61.77-0.0313 7.17 .-0.22 151.97 C=120 iE 5.0 -------- 60.00 _-.------_•--..- 36.80 ---------.- -------------.._..- QA= 151.97P'T- 36.80 6 2.157 QiO.0 15.00 0.00 VELOCITY = 7.92 90.20 0.0630 75.00 4.73 ? All ? 0.00 C=120 - i0.83 41.53 QA= 0 . 0 0 P T 4ui. 7 3.260 0.00 0.00 VELOCITY = 3.47 90.20 0.0084 i0.83 0.09 . --11,16 C=120 w ...._............ 10.83 ........_.. 41.62 ._ .._ . . _.... ......-..- _ J -•• QA= -ii.16fT= 41s62 8 3.260 0.00 0.00 VELOCITY = 3.04 79,04 0.0066 10.83 0.07 •-10,07 _-- C=120 --- .--- -.- ---_--.__ 10.83 --_-•_._---_--- 41.69 ---•_-_._._-----_---_----._---_- QA= -10.07PT= 41.69 9 3.260 0.00 0.00 VELOCITY = 2.65 68.97 0.0051 10.83 0.06 _..---_-_-_._---_.__._-_-- -------- -.---__.._._- ----._.___-.___.-.__._._______._-_.__-_._ t -9.22 C=120 2E 7.0 i i .00 0.75 QA= -•9.22PT'= 41.75t i0 33.260 14.00 0.00 VELOCITY = 2.3 59.75 0.0039 25.00 K io N I -----------------------.- •-•-•-•--••-••---- -- ------ ---__ ------ ___----.-----•-_--•-••-____-------$ -•8.93 C=120 9.50 41,85 QA= -8.93PT= 41.851\ Si 3.260 0.00 0.00 VELOCITY = 1,95 j 5002 0.0029 9.50 0.03 --------- ------- -------- ---------- -------- ----------- -------------------------- c 50.8 41.88 CS i0 12 ----- ---- ------- -8.17 -------- C=120 ---------- --------- 14.00 ------------- 41.88 --------------------------- QA= -8.17PT= 41.88 12 3.260 0.00 0.00 VELOCITY = 1.64 42.65 0.0021 14.00 0.03 WWWW S+''X KI NC;. AL9TO>T-'6Pk'-rY C SF"Fi2 NKL-CFr: 00- 'arcWW*c JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/13/87 PAGE 33 ***********Xc********:K*** *HYDRAULIC PUMP ROOM THRU GR ID******:Ic>d:*********:kYc*y:**** HYDRI_C. QA C. EQUIV. F'IF'E PT FT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF PN -9.41 C=120 9.50 41.91 QA: 9.41PT= 41.91 13 3.260 0.00 0.00 VELOCITY = 1.28 --------- 33.24 ------- 0.0013 -------- •--•------ 9.50 0.01 -3.17 C=120 -- 2E 7.0 --------- 11.00 --------- 41.92 --------------------------- QA= -3.17PT= 41.92 14 3.260 14.00 0.00 VELOCITY = 1.16 --------- 30.07 ------- 0.0011 -------- ----- 25.00 0.03 -7.75 C=120 ----- --------- 10.83 --------- 41.95 ---------------------------- QA= -7.75r-'T= 41.95 15 3.260 0.00 0.00 VELOCITY = .86 22.32 0.0006 10.83 0101 -7.52 C=120 10.83 41.95 QA== •-7.52PT= 41.95 16 3.260 0.00 0.00 VELOCITY = .57 14.80 0.0002 10.83 0.00 -7.42 C=120 10.83 41.96 QA-- -7.42PT= 41.96 17 3.260 0.00 0.00 VELOCITY = .28 7.38 0.0000 10.83 0.00 -- -- 0.00 C=120 2E 5.0 212.00 41 .96 IIA= 0.00P'r= 41 .96 F 18 2.157 21.10.0 30.00 0.00 VELOCITY = .65 7.38 0.0006 242.00 0.15 0.00 C=120 10.83 42.11 QA= 0,00PT= 42.11 C 19 7 38 4.260 0 0000 0.00 0.00 VELOCITY = 17 ? . . --•- 10.83 0.00 l 1 7.42 C=120 ----- --------- 10.83 •-•--`----._ 42.11 _.___•-.-.---_--- ------------- QA= 7.42PT= 42.11 \ 20 4.260 0.00 0.00 VELOCITY = .33 14.80 0.0000 10.83 0.00 7.52 C=120 10.83 42.11 QA= 7.52PT= 42.11 21 4.260 0.00 0100 VELOCITY = .5 22.32 0.0001 10.83 0.00 7.75 C=120 2E10.0 11.00 42.11 QA= 7.75PT= 42.11 22 4.260 20.00 0.00 VELOCITY = .68 30.07 0.0003 - - --- 31.00 0.01 30.07 ----- ----•----- ----._.-•`-- 42.12 -------------___----------- CS 11 23 --------- ---•----- 3.17 ------- C=120 ---------- 5Ef0.0 ------ -- 6.00 --------- 42.12 ---•----•-------------------- QA= 3.17r-'T= 42.12 23 4.260 50.00 0.00 VELOCITY = .75 --------- 33.24 -------- 0.0003 ------- ---------- 56.00 ------- 0.02 33.24 -- •--------- 42.14 --------------------------- CS 12 81 WWWW VT KM NC;- vmuU-P'CMATI C SF•F-X NKL-AFC CC _ W WWAC JOB- NORT HWEST AEROSPACE TRAINING CORP JON NO 87-6362 DATE 4/13/87 PAGE 34 ********* **************** HYDRAULIC PUMP ROOM THRU GRID************************* HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV Nc*:K** NOTES *Y**K POINT QT LOSS/F LENGTHS TOT. PF PN --------- 7.41 C=120 2E 5.0 212.00 41.96 --- QA= 7.4iPT= 41.96 17 2.157 2Ti0.0 30.00 0.00 VELOCITY = .65 7.41 0.0006 242.00 0.15 7.45 --- --------- ---------- 42.11 ------------ CS fl 20 ---------------------- 7.52 C=120 16 2.157 7.52 0.0006 7.52 21 15 22 7.75 C=120 2.157 7.75 0.0006 7.75 -------------------------- 2E 5.0 212.00 41.95 2Ti0.0 30.00 0.00 242.00 0.15 42.11 ---------------------------------- 2E 5.0 212.00 41.95 2Ti0.0 30.00 0.00 242.00 0.16 42.11 -------------------- QA= 7.52PT= 41.95 VELOCITY = .66 CS 12 QA= 7.75P1= 41.95 VELOCITY = .68 C CS 12 14 ?.._._._._......_. 3.1'7 C=12O 210.00 41.92 QA- 3.i7PT= 41,920 1.452 2T 8..0 16.00 0.00 VELOCITY = .61 1` 23 3.17 0.0008 226.00 0.20 1` --------------------------------------------------------------------------------- 3.17 9.40 C=120 65.00 13 2.157 1Ti0.0 10.00 9.40 0.0009 75.00 _ 9.40 -_ 64 0.00 C=i 20 64 2.157 9.40 0.0009 ---------------------------------- 0.00 C=120 65 2.157 9.40 0.0009 ------------------------------- 0.00 C=120 66 2.157 9.40 0.0009 42.12 CE 12 c 41.91 QA= 9.40PT= 41.911 0.00 VELOCITY = 82 0.07 ----------------------------------------- 41.98 CE 1'2 -------------- i0.00 -------------- 41.98 ---------------------------- QA= 0.00PT= 41.98 0.00 0.00 VELOCITY = .82 io.00 - 0.01 ----- ------------ - - -------- --- 12.00 ------- 41.99 ------------ -- - QA= 0.00PT= 41.99 0.00 0.00 VELOCITY = .82 12.00 ---- 0.01 -------- ------------------------- ------ -- 18.00 --- 42.00 QA= O.OOPT= 42.00 0.00 0.00 VELOCITY = .82 18.00 0.02 W_&cW W$KXMG 0*aUT0MATI0 'F'FZTNlK0.r=-FC 00_ AcWWW JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/13/87 PAGE 35 ********;K**************.yc *HYDRAUL7:C PUMP ROOM THRU GRIb?K>K*Y??%?,<k ??%Y?*NcXc?cXcsXk K%A?tK HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***:R* POINT Q'r LOSS/F LENGTHS TOT. PF PN 0.00 C=120 14.00 42.02 011- O.OOPT= 42.02 67 2.157 0.00 0.00 VELOCITY = .82 9.40 0.0009 14.00 0.01 0.00 C=120 ----- - 91100 •---- ----- 42.03 ---------=--------------- QA= O.OOPT= 42.03 68 2.157 1TiO.0 i0.()0 0.00 VELOCITY = .82 9.40 0.0009 i0i.00 0.10 9.40 --- ----• ---......------- 42.i3 -------------------------- CS 13 R? 8.i7 C=120 . 65.00 .__-- 41<88 ____..._.__'._.__---_-.--J_____4 QA= 3.17PT= 41.83 i2 2.157 1710.0 io.OO o.00 VELOCITY •= .72 8.17 0.0007 75.00 0.06 0.00 C=12O 10.00 41 93 QA= 0.00PT= 41.93 58 2,157 0.oo 0.00 VELOCITY .7- 8.17 0.0007 io.00 0.01 ` 0.00 C=120 12.00 41.94 QA= 0.00PT= 41.94 59 2.157 0.00 0.00 VEI...OCITY = .72 8.17 0.0001 12.00 O.oi 0.00 C=120 9.00 41.95 QA= o.oOP'r= 41.951\ 60 2.i57 0.00 0.00 VELOCITY = .72 8.17 0.0007 9.00 0.01 0.00 C=120 9.00 41.96 QA= O.OOPT= 41.96 61 2.157 0.o0 0.00 VELOCITY = .72 8.17 0.0007 9100 0.01 ---------•- ---.°-- --- -- 8.i7 41.96 CS 4.3 6:. ----------- -------- 0.00 --------- C=120 ------------ ----------- 14.00 -------------- 41.96 ------------------------------ QA= 0.00PT= 41.96 62 2.157 0.00 o.oo VELOCITY = .72 ------------ 8.17 ------- 0.0007 ------- -- 14.00 0.01 - ----------------------------- 0.00 - C=120 ---------- iE 5.0 ------------ 96.00 ----- ----- 41.97 QA= 0.00PT= 41.97 63 2.157 2T10.0 25.00 0.00 VELOCITY = .72 ---------- 8.17 ------- 0.0007 --------- - - - 121.00 0.09 ------------------- - - 8.17 - - ----- --------- ------------ 42.06 --- - - CS 14 79 --------- ------- 8.94 -------- C=12O ----------- -------- 62.50 ----------- 41.85 ---- ---------------------- QA= 8.94PT= 41.85 ii 2.157 ST10.0 10.00 0.00 VELOCITY = .78 8.94 0.0008 72.50 0.06 W.Kww V 3_ K T 8^-NG Au-romgai-m s rFtia a?at 00- w=SKww JOB- NORTHWEST A EROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/13/87 PAGE 36 **."d************* ,'K*******k HYDRAtJLIC PUMP RO OM THRU GRID*****:K%RXckc%k*******'1F%t*k;Bc*** HYDRLC. QA C. EQUIV. FIFE PT FT REF. FLOW DIA. FITTIING FTGS. PE PV ** ** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF FN 0.00 C=120 12.00 41.91 QA=- O.OOPT= 41.91 52 2.157 0.00 0.00 VELOCITY = .78 8.94 0.0008 12.00 0.01 0.00 C=120 --- --------- 12.00 ---------- 41.92 -------------------------- QA- O.OOPT= 41.92 53 2.157 0.00 0.00 VELOCITY = .78 --------- 8.94 ------- 0.0008 -------- ---- 12.00 0.01 O.OO C=120 ------ -------- 10.00 ----------- 41.93 -------------------------- QA:= 0.0OF'•r= 41.93 54 2.157 0.00 0.00 VELOCITY = .78 8.94 0.0008 i0.00 0.01 O.OO C=120 10.50 41.94 QA-:: 0.00PT= 41.94 55 2.157 0.00 0.00 VELOCITY = 78' 8.94 0.0008 i0.50 0.01 C ------------------------- O.OO C--12O 12.00 41.95 QA= O.OOP'r= 41.95 5.5 2.157 0.00 0.00 VELOCITY = .78 8.94 0.0008 12.00 O.Oi 0.00 C=12O _..-- -. ----- -.------- 91.50 ----------.- - 41.96 '--- ---•------------`------ C QA= 0.00PT= 41.96 57 2.157 iTiO.0 10.00 0.00 VELOCITY = .78 8.94 0.0008 i0i.50 0.09 --- _ --- ° --- 8.94 - -_---- 42.0 -------•----------- _ -CS 14 78 -- -.-•--•---_-.----- ---------? 9.22 C=120 iE 5.0 60.00 41.75 ` QA= 9.22PT= 41.75 i0 2.157 iT10.0 15.00 0.00 VELOCITY = .81 9.22 0.0009 - 75.00 0.07 9.22 _--------- -------- ------------ 41.82 -••-------•-----.•------------- LS 14 # 6 0.00 C=120 7.17 41.82 QA= O.OOPT= 41.82 46 2.157 0.00 0.00 VELOCITY = .81 9.22 0.0009 7,17 0.01 0.00 C=120 •-- ---....-..--- 7.67 -•----------- 41.83 --.----------------- ------ QA= 0.00PT= 41.83 47 2.157 0.00 0.00 VELOCITY = .81 --------- 9.22 ------- 0.0009 -------- --------- 7.67 0.01 0.00 C=120 - -------- 7.67 ------------ 41.83 ------------------------- QA= 0.00PT= 41.83 48 2.157 0.00 0.00 VELOCITY = .81 --------- 9.22 - ----- 0.0009 ------- - 7.67 0.01 - 0.00 - C=12O -- •-------- -------- 7.67 ------------ 41.84 ------------------------- QA= O.OOPT= 41.84 49 2.157 0.00 0.00 VELOCITY = .81 9.22 0.0009 7.67 0.01 JOB- NORT HWEST AEROSPACE- TRAINING CORP JOB NO 8'7-6362 DATE 4/13/87 PAGE 37 *'******Xi* **********lrk:X*** HYDRAULIC PUMP ROOM THRU GFiIDK>KW%?MRJCJKSkc"?YC?CxCYC?c?Kk>kklkaY??c HYDRLC. OA C. --- EQUIV. ------- -- PIPE - - ---- - - - -- - PT --- PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES POINT QT LOSS/F LENGTHS TOT. PF PN 0.00 C=120 7.67 __-41.85 QA= 0.00Pr= 41.85 50 2.157 0.00 0.00 VELOCITY .31 9.22 0.0009 7.67 O.Oi 0.00 C=120 --- iE 5.0 --------- 116.00 ---------- 41.85 -------------•------------- GA= 0.00P'r= 41.85 51 2.157 1710.0 15.00 0.00 VELOCITY _ .81 ---•------ 9.22 ------- 0.0009 -------- ---- 131.00 0.12 9.22 ------ --------- ----------- 41.98 -------------------------- CS 15 77 10.07 C=120 1E 5.0 60.00 41.69 QA= iO.07111'= 41.69 9 2.157 i Tf O.0 15.00 0.00 VELOCI'T'Y = .83 10.07 0,0010 75.00 0.08 ---------- ------- --------- ------------- -- --_---- ---------- - -------------..._•----------- 0.00 C=i20 7.17 41.78 QA= O.OOP''r= 41.78 05 2.15.' 0.00 0.00 VELOCITY = .88 Q --------- -•-}0_07 0_0010.- - ----- -- -- -17__ _--0-r7i - - - -- --- 0.00 C=120 7.67 41.78 QA= O.OOP'T= 41.78 35 2.157 0.00 0.00 VELOCITY = .88 ` 10.07 0.0010 7.67 0101 ---•------ ---------- ---- --------•--- :--- -_-- --- _ _ ---__------_ - ----------- 0.00 - C.-120 7.67 41.79 QA= 0.00PT= 41.79 V 37 2.157 0.00 0100 VELOCITY = .88 i0.0' 0.001() 7.67 0.01 10.07 --------- --------.--- 41.80 --._....-----_-_ -----.-•------- CS 15 38 •-•----- --- - -- ---- ------ --_ .... _-_- __- -_- - i 0.00 C=120 7.67 41.80 C:A= O.OOP'r= 41.80 38 2.157 0.00 0.00 VELOCITY = .88 ---------- 10.07 ------- 0.0010 ------------ ------- 7.67 O.Of 0.00 C=120 --- 7.6' - --41.81 SA= O.OOPT= 41.81 39 2.157 0.00 0.00 VI: LOC:['rY = 88 --------- 10.07 ------- 0.0010 --------- - ---- 7.67 0.01 0.00 C=120 - ---- ---------- 7.17 ----------- 41.62 --------------------------------- OA= O.OOPT= 41.82 40 2.157 0.00 0.00 VELOCITY = .68 --------- 10.07 ------- 0.0010 -------.- - 7.17 0.01 0.00 C=120 --------- --------- 6.67 ----------- 41.83 --.----------------------- QA= O.OOPT= 41.83 41 2.157 0.00 0.00 VELOCITY = .88 --------- 10.07 ------- 0.0010 ------- 6.67 0.01 0.00 - C=120 ---------- --------- 6.67 ---------.-- 41.83 ------------------------- QA= O.OOP'T= 41.83 42 2.157 0.00 0.00 VELOCITY = .88 10.07 0.0010 6.67 0.01 scwww VT KT MG Aget-g-cDmA-r:Ec S'Y='RX NKIF--0--w 00- :?x3czxzx JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/13/87 PAGE 38 ***%c*******:K***>k*Xc*Xc***** HYDRALII_IC PUMP ROOM THRU GRID%:*Yx****:K*************%*** HYDRLC. DA C. EQUIV. FIFE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ***** NOTES ***** POINT UT LOSS;F LENGTHS TOT. PF PN 0.00 C=1 2O 6.67 41.84 OA= O.OOPT= 41.84 43 2.157 0.00 0.00 VELOCITY = .88 -------•--- 10.07 0.0010 --------------- ---------- 6.67 -------- 0.01 ------------------------------------- 44 45 ----------- 76 E3 24 `5 0.00 10.07 0.00 10..07 10.07 C=1 20 2.157 O.OOiO --------------- C=120 1E 5.0 2.157 iT10.0 0.0010 ----------------- 6.67 41.85 0.00 0.00 6.67 ------- O.Oi ------- 77.00 41.85 15.00 0.00 92.00 0.10 41.96 ------ ------------------ ------•---- ----------- ------.___-------------- --C l ' ii.i6 C=12O 1E 5.0 60.00 41.62 GA= ii.16PT= 41. 1 62 2,157 lli0.0 15.00 0.00 VELOCITY = 98 1i.i6 0.0013 75.00 0.1O ----_. __._...._------------------ -- C 0.00 C=12O 7.i7 41.72 DA= 0.00P7= 41. 72, 2,157 0.00 0,00 VELOCITY = 98 ?. ii.i6 0.0013 7.17 0.01 i1.16 ------------------ 0.00 -------- C=120 25 2.157 ii.i6 --------------- 0.0013 - --- 0.00 ------- C=120 26 2.157 11.16 ----------------- 0.0013 ---------- 0.00 C=120 27 2.157 i1.i6 ----------------- 0.0013 --------- 41.73 7.67 41.73 0.00 0.00 7.67 0.01 OA= O.OOPT= 41.85 VELOCITY = .88 -------------------- GlA= O.OOP'i= 41.85 VELOCITY = .88 ---------------------- CS 16 CS 16 ---------------------- DA= 0.00PT= 41.73 VELOCITY = .98 -------•-------- 7.67 ----------- 41,74 ---•-----....----- - QA= ' O.OOPT= 41.74 0.00 0.00 VELOCITY = .98 7.67 0.01 - ----------°•----- 7.67 41.75 CAA= O.OOPT= 41.75 0100 0.00 VELOCITY = .98 7.67 0.01 0.00 C=12O 7.67 41.76 nA= O.OOPT= 41.76 28 2.157 0.00 0.00 VELOCITY = .98 11.16 0.0013 7.67 0.01 -- ------------------------ ---------------- 0.00 -------------- C=120 ------------- 7.17 ---------- 41.77 QA= O.OOPT= 41.77 29 2.157 0.00 0.00 VELOCITY = .98 11.16 0.0013 7.17 0.01 ---- ------------------------ ---------------- 0.00 -------------- C=120 ------------- 6.67 -------- 41.78 DA= O.OOPT= 41.78 30 2.157 0.00 0.00 VELOCITY = .98 11.16 0.0013 6.67 0.01 W-IKWW VT KM 8"8G aFilBA 9 fire T3 L b Fi7C 5'49.u- I(i CO- .`Y3tW!c JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/13/87 PAGE 39 ********* **************** HYDRAULIC PUMP POOH THRU GRID K%?Xc„ckc >k?XCX%catM?k kc kC**k?kkc HYDRLC. CIA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE PV ***U NOTES *k*k>k POINT OT LOSS/F LENGTHS TOT. PF PN 0.00 C=12O 6.67 41.79 CIA= O.OOPT= 41.79 31 2.157 0.00 0.00 VELOCITY = .98 --------- 11.16 ------- 0.0013 --------- ------ 6.67 0.01 0.00 C=120 --- -------- 6.67 ----------- 41.80 -------------------------- OA= O.OOPT= 41.80 32 2.157 0.00 0.00 VELOCITY = .98 1i.16 0.0013 -- -- .- 6.67 0.01 0.00 C=120 - ----- ----•-••---- 6.67 ----------- 41.81 ------------------------- QA= O.OOPT= 41.31 33 2.157 0.00 0.00 VELOCITY = .98 11.16 0.0013 - 6.67 0.01 0.00 C=120 ----- 1E 5.0 --------- 77.00 ---------- 41.32 --------------------_----_ CAA= 0.00PT= 41.82 34 2.157 1'11010 15.00 0.00 VELOCITY = .93 ii.i6 0.0013 92.00 0.12 ---.-.----- - •- ----- --------- ---.------ 11.16 41.94 CS 17 75 - --- -------- 61.77 ------- C=1- -O ---------- -------- 7.17 -- _ -____ 37.99 ---- ---_-__- _ _--------? CIA= 61 .77P'T= 37.99, 1 2157 O.O() 0.00 VELOCITY = 5.42 61.77 0.03i3 7.17 0.22 0.00 C=120 -•---- ----.-----•- ,6.67 --- -,------ 36.21 ----- ----------------- QA- O.OOPT- 38.21 69 2.157 0.00 0.00 VELOCITY = 5.42 ---•------ 61.77 -------- 0.0313 ------•-- ------ 6.67 0.21 . 0.00 C=i 20 --- --------- 6.67 ---------- 38.42 -----------•-___-------- CIA- O.OOP'T= 38.4" 70 2.157 0.00 0.00 VELOCITY = 5.42 61.77 0.0313 _ - _-- 6.67 0.21 0.00 C=120 _.----- ---------- 6.67 ---_--__._-- 38.63 __._.----------------_.------ QA= 0.0()P1'= 33.63 71 2.157 0.00 0.00 VELOCITY = 5.42 61.77 0.0313 - ---- - 6.67 0.21 0.00 C=120 -. --.° --- •----- 6.67 ----•------- 38.84 -- •-- -- - --------------- - OA- 0.00PT= 38.84 72 2.157 0.00 0.00 VELOCITY = 5.42 61.77 0.0313 ------ 6.67 0.21 0.00 C=120 --- iE 5.0 --------- 77.00 -----•------ 39.05 ---.--------------------- OA= O.OCPT= 39.05 73 2.157 iT10.0 15.00 0.00 VELOCITY = 5.42 ----•----- 61.77 -------- 0.0313 ------ 92.00 2.88 0.00 -- C=120 --------- --------- 10.033 ----------- 41.93 ------------------------- OA= O.OOPT= 41.93 74 4.260 0.00 0.00 VELOCITY = 1.39 --------- 61.77 -------- 0.0011 -------- --------- 10.33 - 0.01 11.16 C=120 --- ----- 10.83 ----------- 41.94 ------------------------- CIA= ll.16PT= 41.94 75 4.260 0.00 0.00 VELOCITY = 1.64 72.93 0.0015 i0.83 0.02 W?Xacw V IK3 NG Au-b-OiMfiA-rT kC s ?"?i]C WIB L IC7ti Co- w*(:wXc JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DA'T'E 4/13/87 PAGE 40 **** K********S*%<XcXc*X<*****I-IYDRAUI_IC PUMP ROOM THRU GRIDMX<9? K?s??CYF KYFM7n??Xc?YMYFM XXt?K {t Ic HYDRLC. QA "C° EQUIV. FIFE PT PT REF. FLOW DIA. FITTING FTGS. FE PV ***** NOTES ***** POINT QT LOSS/F LENGTHS TOT. PF FN 10.07 C=120 10.83 41.96 QA'-: i0.07PT= 41.96 76 4.260 0.00 0.00 VELOCITY = i.87 S 83.00 0.0019 10.83 0.02 ---•------ ------- ----------------- ------ 9.22 C=120 2E10.0 -- 11.00 ----------- 41.98 -------------------------- QA== 9.22PT= 41.98\ 77 4.260 20.00 0.00 VELOCITY = 2.07 --------- 92.22 --- 0.0023 31.00 0.07 ---- 8.93 ------•---------- C=12O ---•------ 4.00 ----`------ 4-.05 --------------------------' QA= 8.93PT= 42.05 78 4.260 0100 0.00 VELOCITY = 2.28 i0i.15 0.0028 4.00 0.01 1 5 42.06 CS is 79 8.17 C=120 --- 20.00 .-----.--•--- 42.06 -------------------------- QA= 8.17PT'= 42.06 79 4.260 0.00 0.00 VELOCITY = 2.46 109.32 0.0032 ------ 20.00 0.07 9.41 --.-.--- C=i 20 ---- ----- 3.00 -------•-•- 42.i3 -------------------------- QA= 9.41Pr= 4^.13 80 4.260 0.00 0.00 VELOCITY = 2.67 ii8.73 0.0038 ------- 3.00 0.01 33.24 ----- C=120 ---••-•-•---- 5100 -------- 42.14 --------------------_--- QA= 33.24PT= 4-.14 81 4.260 ir20.0 20.00 0.00 VELOCITY = 3.42 151.97 0.0060 - --- 25.00 0.15 0.00 -------- C=1 20 - --------- 3.00 ---------- 42.29 ----------------------------- Qf =- 0.00PT= 42.29 VAST 4.025 1.00 0,00 VELOCITY = 3.83 ---•------ 151.97 ------- 0.0079 1.00F. ---------------•-- 4.00 --------- 0.03 --- - _-__ - /00 ?i/°h /!vJ/DE //4!E ----. _???_----- ------.1'. iS) 0.00 C=1 20 i F i 4. (} 30.00 y 4' . 3 • ?QA= i 00 . o0r T-- 42.... H.S1 6.340 17.00 4.:33 VELOCITY = 2.56 251.97 0.0022 :3.0017. ------- --.- 47.00 0.10 PE= FOR ITT. OF 10.0 251.97 -- --------- ---------- 46.76 -----_.-------- -------.----•-- CS 19 SP4 --------- ------- =REQ_Gf ED - -- ------------------- ---5 %An?O / _--------- 99J- 30 G P/i rP 55- 9f A-1 AdA/LAQLr /T 13AJ? OP Sj,?p?/oE S ? ?/fG? to F012 WR7ee ?c/aicA/Jici?/ SEE I?AG No y// FL oc,? SG/?E/?IaTiG .WDecW"V- VT KT 141;- A U-F0MA•9-T C - U-"IRT 04KL- fEIRC a-- 0 _ "K acAcx< JOB- NORTHWEST AEROSPACE TRAINING CORP JOB 140 87-6362 DATE 4/13/87 PAGE 41 ?CXt?CXCXc%??C%c;??CXt?C?Cm?c?C?C??c??C??C?;?%c?t?C?C?C??;?FLDW SGI•IE't1ATIC???%c??;F>K?:??????#?>AXcmXc* ???,c:Kk?>K??kc?CX?* 90.20 61.77 61.77 61.77 61.77 oi.77 7)3)3,6000C5CCC.<4<CCC3CCCC2CCC<iCCCC69<CC70<C<71000.72CCC73CC.C74 ^ 1.77 61.77 61.77 61.77 61.77 61.77 ^ 61 .77 90.20 Lp M/ S DLlT1 TNR U 691,0 ^15.16 11.16 ii.16 it.i6 51.56 i1.i6 ^ 8C<CC24000w500026CCC27CCC'''SCC<29CCC30CCC31CCC32CCC33CCC34C<:C75 ^ 11.16 11.16 15.16 15.16 11.16 11.16 ^ 79.04 72.93 ^10.07 10.07 10.07 10.07 i0.07 10.07 ^ 9<CCC35CCC3600037CCC38CCC39CCC4000<4500042<:CC43CC<:44C<C45C.<C76 ^ i0.07 50.07 10.07 i0.01 10.07 10.07 ^ 68.97 83.00 ^9.22 9.32 9.22 9.22 ^ 1 0<CC46C<:C47CC:C4800049CCC50Cf051 <CCG<CC«t:CC00CCCCC<C<OCC.C:<:C77 ^ 9.22 9.22 9.22 ^ 59. is 92.22 ^ 8.94 8.94 8.94 8.94 ^ i i <CC0C0«CCCCCS'?1CC0'.3:?<CC54<CC'ISCC<56f.<C.57C0C<:CCCCCC<:CC<C{:CC7E3 ^ 8.94 8.94 8.94 ^ `>0.8'2 1'01.1' ^ 8.17 8.17 8.17 8.17 ^ 5?CCCCCC<CC<C:CC_>BCC'.59C:CC60C<C5100052<:ff.63f<CCCCCC:C:<.<:CCCCC.O<79 ^ 8.17 8.57 8.i7 42.6:3 109.32 ^ 9.40 9.40 9.40 ^ t3000CfC{:<:«{: C:{:64CC065<.:<:Ch6C:Cf0'C<:t:C67C{:<:68C:0CC<f{:CCCC:(:{:CC{:{:C80 9.40 9.40 9.40 118.73 A ^ i`-1i. 97 81<:<:<:C0 00<:VAS1 V ^ 33.24 33.24 151.97 ^ 3.17 V i4CC<:000CCCCCCCCC.CCCCC<CCCCfCCCCCCCCCCfCC<:CCCCCC<:<:C{:fCCC<:CCC23 1-191 ^ V 30.07 3 . ri 7 ^ 7.75 Y f =>CC.CCO<Cf 0<:<:CC<CCCC:<:{:C.<:0C<:CCC<:CCC:CC0CC00CC'C<:C<CC<C<:CC.CCCCCC2:'. ^ v 22.32 2.3.? h ^ 7.52 a 16000CCCOCCe.<:<:C'CCCCCCCCCC.CCCCCCCCC.C.CCC000CCCCCCfCCCCCCCCCCCC21 ^ V 14.80 14.80 ^ 7.41 V 17000CCCCCCC<CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC20 ! A v 7.38 7.38 251.97 ^ 7.38 V iBCCCCCCCC«CCC<CCCOCCCCCCCCCCCCC<C<CCCCC.<CCCCCCC<CCCCCCCCC<i9 SP4 HYDRAULIC CALCUALTION SUMMARY NYn1rAtiL1L PuMi° Rvo AREA START END TOTAL TOTAL SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 10 1 9 251.97 46.75 SP4 V IE Y•:- ]C N PuU'T0MPsT-T C ? F'F-4 I 1?90kL_ r=- F< M7KkcXc?i*;K?(X??Xc?*%KkcXt?*:1?XC**5X*a+ckcXc:K:?:k?:X:XScX:???C?C*XcXc:#:K*:c:?:IC:K*?5X ASXX?X(kc:X*YF?:?'??:X?ttXtk??C%d?'F;K>k1C:i<*YC:X:XYI.SX F" 42% U A 3E 1-114 HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING CORPORATION- -V DATE 4/13/87 LOCATION 2600 ROANOKE POINT, EAGAN, MINNESOTA GopAt7B/Z/Qap, BUILDING STEEL DECK REAMS COL CONC WALLS SYSTEM NO, BLDG D&E CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO. 87-6362 CALCULATED BY TOM MILLER DRAWING NO. 1,5,6 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 1+0 OCCUPANCY COMPUTER ROOMS S !{ )NFPA 13 ( )LT. HAZ. ------ORD.HAZ.GP.(-)1( )2( )3( )EX. HAZ. Y !( )NFPA 231 ( )NFPA 231C FIGURE CURVE. S !()()OTHER .15/2000 SO FT REMOTE PER I.R.I. MINNEAPOLIS T ( )SPECIFIC RULING MADE BY DATE: M !AREA OF SPRINKLER OPERATION 2000 SYSTEM TYPE.: !DENSITY- GPM 15 (X)WET( )DRY( >DELUGE( )PREAiCTION D !AREA PER SPRINKLER 120 SPRINKLER OR NOZZLE E HOSE ALLOWANCE GPM-INSIDE 100 MAKE 'CENTRAL' MODE!_ "A' S !HOSE ALLOWANCE GPM-OUTSIDE 400 SIZE 1/2" K-FACTOR 5,6 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 1 65 ly ! CALCULATION ! GPM REQUIRED 3760' PEI REQUIRE=D 64, 1 2 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVFRHEAD 120 UNDERGROUND 140 W !WATER FLOW TEST PUMP DATA TANK OR RE EERVOIR A !DATE OF TEST RATED CAP 0 ! CAF'. 0 T !TIME OF TEST AT GPM 0 ! ELEV. 0 E !STATIC (PSI) 79 ELEV 0 R !RESIDUAL (PEI) 71 WELL. !FLOW (GPM) 1250 ! PROOF FLOW GPM 0 S !ELEVATION FLOOR LEVEL_ P !LOCATION :8 R 12 INCH FIRE: WATER MAIN LOOP OF BUILDING !_ !SOURCE OF INFORMATION :PROJECTED FLOWS FROM ENGINEERS Y ! !COMMODITY CLASS LOCATION L' !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED Y. PALLETIZED/. RACK Y. M ! { )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED ! R ! f )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW { )OPEN 0 ! K ! FLUE SPACING: CLEARANCE:S'TORAGE TO CEILING R ! LONGITUDINAL TRANSVERSE G ! ! HORIZONTAL BARRIERS PROVIDED: - E ! ! - -- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PEI) *?:k*M*SX:k%ckCSXkC*%CSysk*kckc**:K**sX*Nc:kSK:k*:X%?*:XSX?*5X5K*:X:X:K:ic*kcSK:K?C:X5Xkc5X>X5X:X5X51c*5X*kC:Ic5X5X5X5k5kYc5X5XM??Nc5X?k5% F? I FiE F'FZC-9"E: C-F X 8_bIli --E-a`C' CL3MIF-L9T9-R ED,IE ,.i IE F?9`9 WWWW VaKXM17G ae'iTai"®e?sT7CC ?a gig 9`0 L?6i ?e_ ?@[?r JOLT- AMERICAN FISH AND SEAFOOD JOB NO 87-6365 DATE 4/7/87 PAGE 42 ************************:K***F'FOJECTED FLOW AVAILABLE XNc KyC k*%t K***? K K*%cNc?C?C KXc**>KXc?C* FE3F% - N0r2TII- DENSITY X AREA 0.550 X 2000.00 7. OVERAGE = 0.26 HACKS INSIDE HOSES OUTSIDE HOSES IWFr S'-B- A6=iE: 0 S•9=•AGC TF:ZAIE NI[ NG 300.00 :8.00 0.00 500.00 {? 400.00 ?p?,,PGr7?R &0m1 U/ih/GI FLOW REQ? D FOR SYSTEM = 378.00 D It el" FLOW AT BASE OF-' RISI._R = 478.00 MIN FLOW A'T' BASE OF' R.1SE:R = 0,00 TOTAL FLOW = 876.00 STATIC PRESSURE 79.00 RESIDUAL PRESSURE_ = 71.00 RESIDUAL FLOW = 1250.00 FLOW FROM CITY SUPPLY AT 20PSI = 3635 GPM PRESSURE FROM CURVE Q TOTAL FLOW = 74.83 ELEVATION = 0.00 FOOT = 0. NO. DIA C. LEI`IGTFl FACTOR 1 8.140 140 0.00 Q IH H ADDITIONAL VALVE LOSS, ETC. SAFETY MARGIN PRESSUFtiE AVAILABLE: FOR SYSTEM r FLOW PF FLOW VELOCITY 0.00 0.00 878.00 5.41 4,1 _ 74 .-S- PPL S Y-" r,?5f+'t_ &, m ANl-) WING D E j1 /1ST FLO0R Z?6 7C-ie /00/p,S W/n/6J <JRG /DEw?/C /9G -15-/LD06 SLR /' T AEM07r 0 TE /9L L ALUtb XL bvi>N CA.s T,IX&u ALL Z A ?',o 3 ??)?V P/PC l0 496 6,f 00 f/ED .SGNEDGfGE /D LAJIrµ WELDED Dm 7L.6 n k hc W W V M K X N& A a Ji -T- O iA`^li A -6- I C o ff- IFZ 3C 1t U< U O IRw co- ;x: 3 c *c: 4c JOB- NORTHWES1- AEROSPACE 'TRAINING CORP JOB NO 87-636 2 DA'T'E 4/53/87 PAGE 43 k #:#?Xax?XaK ##cv?„< #?c # #i#C(l?fi'UTEI; ROOM TO U.G. F_MTRAhiCE:#:#N?;k # kXc:# XA K K?X?CAc dcY? #ycra # HYDRI_C. QA C. EPUIV. F'TPI_ PT FIT REF. FLOW DIA. FITTING FTGS. PE PV NOTES k,XKNc POII`I'T- QT LOSS/F LENGTHS TOT. PF PIN 15.00 1.504 OE 2.O 1,00 7.17 00:= 0.15 X 100.0090F. (7j C=120 IT 5.0 5.00 0.4?0 K= 5.600 V = 5.03 ---------- 15.00 ------ 0.0595 __-_ --- - - _-__6_00_ 0.36 ----------- / 1-164a _ ---•---•---------- ---- 15.00 7 53 K 20::= 5.470 al ----------- ------ -------7YOicA? -- -- ---- i5.00 i.i04 iE 2.0 7.00 7.i7 QA= O.15 X 100.00SQF C=120 IT 5.0 7.00 0.00 . K:-: 5.600 V 5.03 55.00 0.0595 14.00 0.33 /pD 15.t)o' ._ >.?0 ._-------- . ----------------- K 1:- 5.300 ----------- ------- .54 a:6 ,6ECv --------- _ c? . -.__- 15.00 i . i 04 i E 2.0 1 1 .00 J . 17 OA:= 0.1 :5 X 100.005'CdF. A C=12O 2100 0.00 K= 5.600 V = 5.03 15.00 0.0595 13 )_`_f0 t?. '17 7._._ -_ - - 1 9 1 .4:52 10.00 7.94 7.94 Iy-- 5.470 P= 7.71 Cm: 120 0.00 0.00 0.23 VELOCITY = 5 34 i0.00 0.'57 7.71 P3. 4 4.50 .3 . q 1 3.51 K:- 5.470 P= 7.98 C (7::::i;.?¢} r '? :r 8.00 9.00 0.53 VELOCITY = 8.8,.1 ._• I . '54 ------ Y98 -------?3_f 16.7;.. 2 8 >.. 0.0 10,05 K=: -,300 F'= 9.96 ¢)i- C.::. 120 t)..,9( ?,:)6) 0:.0° V..I_Oi';ITY = 3.66 "_ .. 0 O _...,:: U . ; t "' ? c Sao 2 TI) t)'l 58.00 1.104 ,.,0 1.00 1:.,., QAj= 0.i= 1:-'0.,00`:C:F. F =i 2+ ..:a :5.;)t) 01I'D0 n:° K=' '.1.600 V 6,0:3 18 .. 00 6 .O''d 4 6 , Ei0 0. 1150 / /r77E Q A `LUf rN?G 1 8, 00 5 P, , t13 .:. K -v _ 1 47 0 J ------------ ------- ------------------- - -- T___ ------------------------- 18.00 1.104 iE 2.0 7.00 10.:33 QA= 0.R5 X 5'0.00EDF. C=12,;) 1 'T' 5.0 7.00 0.00 K-: 5.600 V = 6.03 ---- ------ -1 8-t ---- T; ---------------------- i 4.0 -------- 5 . i 7 ------ ---- / yC/?p_?GUw/n/?-- ----- 13. 00 11 .15 0 K 24= 5. 3i o Ibl j: I,. .. x r'., :r.:: U ;r za • I .?? °? z _a: ",r:: ;:S' i-' • x .: _ r -l il:.: 3- DEE a'?: c: ?? _ v,;:?: ??;X ? *Z j O.l{'. `IOR HW_ l 2 s A EROSPACE T!"nIII, :II`Il; in CORP .,,,fi NO NO 0 .''-6._•a.w DAT _ F E 4/13/87 PAGE 4.8 ...n s...,.r ;i:nn ;i S.t,'°t nt°• •s::$ • ,n:.. `.,:",i:,Y ?; -'n df:•` %, ,.: i • JTIIi ii -lGM FO U, G. ._ ^I'1'P;ill'14::?;d;$;F .F;X.^%K,?,6.r.YRY/,.J?,1Ykc:km"%X:,Ym?RY,aY?* ::F . FL3W FITTING FTGSi PE Pv ww w **I* . NOTES 12,. ••... •::'..... QA= 0.:5 X 20.':)e=7U ' •& I ... - lox, LA .- ?.Q 11.02 4- 3.070 p- i I 01? W.22 __ ___._._._.-_ .___ - s .:r. i S 5,: i ,, .. ., G. C-120 IT 2.n on o 70 ti' .Jt_ .,.. 54.74 0.1720 £" ----- _ ------ - ---._......._._._._. .. ._..- - -...- ............ ............... _..??, NEAOf '_:14.74 102 --------------------- 18.00 1.104 1E 2.0 ii..00 0. ,. nW, E C=120 2.00 0.00 .. 5.30. .• ,. ;a -_ --------- 18.00 ------- 0.0834 -------- ---------- 13.00 -------- 1.()9 --------- ------- ---- 1 8.2:2 1.452 10.00 I K42 1' 1.42 K= 5. 470 = ; ` . I'= C=120 0.00 0.00 0.3:3 VELOCITY J.oi --- ------- 36.22 -- ----- 0.0301 -------- ---------- 10,00 -------- 0. oo -- - -----._ 7 1 . 0 9 .....-----.- •__a N----- - ut,1w?..-= 1 u 52 1.452 OE 4.0 4.50 Q.22 1 2..2.2 K== 5.470 P= i 7 .46 G C=120 IT 8.0 8.00 0.00 0,76 VELOCITY = 10,60 ---- -----4 _(1-1720 - ----•-- 12.50 2.635 12.00 1407 14.37 K= 24.950 P= 13.86 101 C=120 0.00 0.00 0.51 VELOCITY _ 8.68 _ _._.------ 5..47_63 _0-059 - - - -- 12.()0 0.71 13.86 73.94 2.635 -- 12 i)0 - 15.08 15.08 K= 19.510 P= 13.93 702 C020 0.00 0.00 1.15 VELOCITY = 73.03 2057 0.1255 - --- 12.00 - -.--.._-- i ------:51 - 13 . 93 ----------------- 75.51 2.635 12.00 76..59 16.59 K:::: 19.870 P= 14.53 103 C=12O 0.00 0.00 2.06 VELOCITY = 17.47 --------- 9708 ------- 0.2759 -------- ---------- 12.00 -------- 2159 --------- 14.53 ------- ?? _? wave - _ _?1??---- 78.94 2.635 8000 19.7£3 19.18 K= 19010 P= 15.88 104 C=12(•) Koo 0.00 3.30 VELOCITY = 22.11 ---------- 376 -0_ 0.3338 ----- --80-50_ _ 26.88 15.88 ?Q- 4601- 1Ni; 0.00 3.260 iE 7.0 91.50 46.06 46.06 K= 0.000 P= 44.65 105 C=120 1T15.0 22.00 0.00 1.41 VELOCITY = 14.44 ----'------ 376.02 ------ 0.1184 -------- ---------- ii3.50 - - 13.44 44.65 0.00 6.340 ---- -- 4.00 --------- 59.50 ------- 59.50 --------------------- K= 0.000 P= 59.40 106 C=120 0.00 0.00 0.10 VELOCITY = 3.81 376.02 0.0046 4.00 0.02 59.40 DIX Ac :9clic VT KX HF, ABU-r 0Mn=ay-fig ? ?S: P*R!X PA K9.._EZ Fw tC0 ? W*c VCW JOE(-- NORT HWEST AEROSPACE TROINING CORP JOB NO 87-6362 DA'T'E 4/13/87 PAGE 45 ***************?F***a **,*. *COMPU'TEF.' ROOM TO U.G. E14TRAI'ICr "? X YXc* cXc t <?t Y ?ycY?Uc;x lc ?ycaK* HYDRI-C. GIA DIA. EQUIV. PIPE PT PT REF. FLOW "C" FITTING FTGS. PE PV **;X** NOTES * k*%cUC P'OIN'T UT LOSS/F LENGTHS TOT. PF PN 100.00 6.340 iE14.0 23.00 59.52 QA= 100.0 Pl'= 59.52 H.S2 C=120 14.00 4.33 VELOCITY = 4.33 ---.------- 476.02 0_0071 -•-------------- --------- 37.00 --------- 0.27 -----•------ PE= FOR HT. OF 9.9 -------------------------- SP4 476.02 64.12 K 26= 59.450 ----------------- !4J --2 f /A? S EE /7/9 G E we y 6 rd,e _ o,v/1A14f4 >•o ? H y U A-1V6RGRowrwD 7n _f4 Pi°LY ASR w w ? F* T K T r l 1v' A. u -r o N °`II 0=11 X m a-- ? b F" Fc Jl N1 K Y.. Yom. T:Z 9v E ?. -.%c ,X Ac Ac JOLT- NORT HWEST AEROSPACE TRAINING CORP JOB NO 87--6362 DA'T"L-- 4/13/87 PAGE 46 >kX? do EkcNc X` k K?c?C ? ******** ****FLOW THRU U.G. r0 S'UP'PL Y KXt%<?<?cXt c:? ,<?°F k? c?Zxt? c ??ckCPCrn? ?*>X?r HYDRI_C. @A C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTI14G FTGS. PE PV *:X*** NOTES ****)8 POINT CST LOSS/F LENGTHS TOT. PF PN -27.58 C=140 95.00 65,i8 @A= -•27.58PT= 65.i8 5 8.140 0.00 0.00 VELOCITY = .17 --------- --27_58_0_0000 - --95 -00 - ----0-00 - ----- 400.00 C=540 iE23.9 iio.0o 65.i8 OA= 400.0OPT= 65.18 6 8.140 23.94 0.00 VELOCITY = 2.3 ---.- -3-2_42 0.0010 ----- _133 _94- ----o_i 4 41 0.00 C=140 iE23.9 230.00 65.32 QA= 0.00PT= 65.32 7 8.140 28.94 0.00 VELOCITY = 2.3 372.42 O.OOio 5.00F. 258.94 0.26 372.42 658 CS 60 8 O.0O C=140 ------ -110.00 65.,'5n -- C,A=--0.OOPT= 65.58 SP5 6.030 1139.9 43.90 0.00 VELOCITY = 0 0.00 0.0000 _-- 4.001-. _-.---- 153.90 o.oo .372.4 3 C=140 ---- -----._--- 35.0{) --..•---.-- 65, 511 ---------- -.-------_ _-__,.....- CAA- 37 - .43PT= 65.58 8 8. i 4o 0.00 0.00 VELOCITY = 2.3 372.43 0.0010 3'1.00 _ 0.04 0.00 C=140 __. ___-rl__ 3'10.,7(.) _--_---- 65.61 --------------------------- QA=- 0.00PT= 65.61 9 8.14(-) iT46.5 51.55 0.00 VELOCITY = 2.3 372.43 0.00iO 5.OOF. ;.361.55 0.37 0.00 C=140 -_._______ 2E23.9 _________ 460.(70 ___.-_--_ 65.98 _..-___------_.--_----__T.-._.__S _. nA= 65.98 1o 8.140 47.88 0.00 VELOCITY = 2.3 372.43 0,0010 ----- - 507.118 0.';2 372.43 --------- --------- ----....--- 66.50 ----••--._•- aa -.-..---....._.-..-----•----- C^ 61 15 0.00 C=120 -.- ---_-__ _- 7.00 .-_-----_ 66.50 ---.--__-_-.-_---,-.--__---__-_- @A= o.oOP•r= 66.50 ii 7.981 :53.00 0.00 VELOCITY = 2.39 --------- 372.43 -------- 0.0014 ------- 53.OOF. ---- - 60.00 0:09 372.43 -- --- --------- -------- 66.59 ---------------------------- CS 62 i --------- -------- ------AP A -- ? --- ?? L-- ?4- ------------------ 476.02 C=140 ii0.00 64.12 RA= 476.02PT= 64.12 SP4 6.030 ir39.9 43.90 0.00 VELOCITY = 5.35 --------- -476_(72 - 0.0068 ------- ------ . ---- 153.90-- ------- ---1 _06- --_---J J/OC?E/gAn/? 27.57 C=140 20.00 65.18 QA= 27.57P'r= 65.18 5 8.140 iT46.5 46.55 0.00 VELOCITY = 3.i 503.59 0.0017 66.55 0.12 - dc? I.Uc? ---------------- 'Xa„'c*cW Vg KT NrC AiUT'7OiMi4% -rg C ri'r-R!31 Pil0y.:L-F:, 9=C C--0 ? xc*c*c JOB- NOR=:'T'HWEST AEROSI'ACL" TRAINING CORP JOLT 140 87-6362 DATE 4/13/87 PAGE 47 XsX< Xn<X<X< ?k? X<XX<i?XcXY X X<XcXtX y Xtyc XtFLOW THRU U.G. TO SUF'F'LY>kX<XXe MX<XPRX<YtycXtX<?YXtYC t X Y Ic YX gc*Xe* HYDRLC. OA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV ?k>XXtX<Xc MOTES XcX<**Y? POINT UT LOSS/F LF_NGTHE TOT. PF PN 0.00 C=140 1E23.9 415.00 65.30 CAA 0.OOPT= 65.30 4 8.140 23.94 0.00 VELOCITY = 3.1 503.59 0.0017 438.94 0.78 ------------ - 3A 503.59 66.08 CS 63 -------------------------------------------------- 0.00 C=120 7.00 66.03 CAA= O.OOP'T'= 66.08 3A 7.981 53.00 0.00 VELOCITY = 3.23 503.59 0.0025 53.OOF. 60.00 0.16 -------------------------------------------._.------------------------------- 5O'3.59 66.23 CS 64 3 ---------•------f----------.._----------- --------`- 0.00 C=14O 360.00 66.23 OA= O.OOPT= 66.^3 3 12.2iO iT79.8 79.30 0.00 VELOCITY = 1.33 503.59 0.0002 439.80 O.ii --------.-----...._..___-_.------.._.-_-__----....------.-- F_ 0.00 C=140 3E35.9 ' 880.00 66.34 OA- O.OOP'T'- 66.34 2 i12.73 0.00 VELOCITY = 1.38 503.59 0.0002 5.001=. 99273 0.24 --.------_ _•--------------------.--- --------------.-•--- 503.59 66.59 CS' 65 1 372,113 p ---------_`ir76-01- GP?,_L G 1_._"kex--?-Y------------ 167g GP?h 7 y X63 Psi AvA/LA?L 91 Sul, Y IrV o LIZ P66 A-C rED Fc o ?I?F!/ C f/G' LE S c e Ofl-G E N? y vt.o sGi/E ?a s?T/G SEE 496E No q5' 1/1/k?c2 S? ?l?cY SG/?E???? u?, y,4 ryp ?+ ^4'? N+ ?? ? ? N'1. JL u Y Ca TIl YJ4? VJI1 Y'-II ? .LL. 'L..,..s Y'n i1 "l. ? Y °? tl L Nom. IL_. I"'i 'L,. LY ?. w? •y? ?Y'? M JOLT- NORTHWEST AEROSPACE TRAINING CORP JCR NO 87-6362 DATE 4/13/37 PAGE 48 Y?k?X? #°x Xc {c ?c?c ?C K%? Xc?Y ?C? k Y?X Kok X XckC,eXc%cFI_OW SCHEMATIC**Xc**:K:X***%cXt*:kkc****************** 503.59 503.59 V V 503.59 A 476.02 V SP4000CCCC5 V V 27.58 V 6 A 372.42 ^ 372.42 372.43 7CCCCCCCCC:CC.0008CCC.C9CCCCC.CCC:CC.CCCC1 0 37:.43 V .!)0 V SP5 503.59 37.43 A 503.59 n 2C.CCCCCCCCC.CCCCCCCCCCCCCCCCCCCCCCCCCCC.C.CCC:000C.CC:C.CCCCCCI }}}}1 f 372.43 HYDRAULIC CALCUALTION SUMMARY GGHPu rrx- A 00l- AREA START END TOTAL. TOTAL SUPPLY NUMBER SECTION SECTION FLOW PRESSURE POINT 1 60 65 876.02 66.58 1 " X :&c AK Ic TV X K T lt4 I;- 9N UI'if- E3 Ajv% _ :Ir G ?_" 8v 7C ?4! IL_ B= [--0- 3c ?c DX ? JOB- NORTHWEST AEROSPACE TRAINING CORP JOB NO 87-6362 DATE 4/13/87 PAGE 49 X?"R* X??k?#X??k X kXc XX Xc Xt?k XcX Xc >kXc XcWAI'ER SUPPLY SCHF_MATIC.i ****rXXcrF:I::kM%XXcX<*Xc;K%cXcXc>K**XcXcX **I -------- ! ! STATIC PRES. , ! *C-- 79.000 PSI ! ! ! ! ! S i U P , ! P ! L n ! Y CD/n ?U 7E2 f7 DDo f WiA?61 ! s ! ! 10 .C , U , i R ! V E PRES. AVAILABLE ! ! * C-- 74055 PSI ! SAFETY MARGIN A ; ! 8.275 PSI v , SYSTEM DEMAND--> -------------- * <-- FLOW AVAILABLE ? ! 376.02 GPM / 500 GPM HOSE ^ 158501 GPM ? / _ / E ! TOTAL DEMAND ! / V ! 66.580 PSI AT! i / R ! 876.02 GPM ! / U ---------------- ! / C RESIDUAL PRES.-?* i / 71.000 PSI AT ! / D 1250.00 GPM ! 19 M 3681.04 GPM E / D AT 20.000 PSI ! ! *C-- 4.330 PSI (ELEVATION) i !-------------------------- ----------------- FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 376.02 GPM INSIDE HOSE 100.00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 8'-76.02 GPM L l B ! Low ? ?,?(? 2 NA MINNEAPOLIS DISTRICT OFFICE 514 Nicollet Mall - Suite 650 Minneapolis, MN 55402 Tel. (612) 339-0474 August 3, 1987 Mr. Tom Miller VIKING AUTOMATIC SPRINKLER COMPANY 2400 Rose Place St. Paul, 14N 55113 Re: NORTHWEST AIRLINES, INC. Northwest Aerospace Training Corp. Eagan, 1,N Loc. Id. 832551/Prospect IRI Log No. 85 Your Contract No. 87-6362 Drawing No. 4 of 12, Dated 5/20/87, revised Ground floor areas, B,C Dear Mr. Miller: 1 have reviewed the plans submitted for this project and find them acceptable for insurance purposes, subject to the water supply being capable of providing what the city's consultant estimates when it is installed. Very truly yours, INDUSTRIAL RISK INSURERS P. L. Maeyaert Loss Prevention Representative PLM/ja CC: WRO-2 PLM PROS Enclosure This review was made for property insurance purposes only. The information contained herein is not meant to imply that every possible hazard has been identified or that no other hazards -zxnt lR/ specficaliy duclmrns any warranty. or representation that compliance with any advice contained herein will make any premises or operations sate or heahltful. or in compliance with any law, rule. or regulation N-356 Rev. 6191 * * k * w ------------------ :X:X Xkc tK iX :X :X A M w :X AY It :X X :X %K YC :X ?- ".. FZ E F-.,is a:'11.T E- . ;*. L 0:^i! tt'3: A" Q Q ut F, ALA a " «'R n; EZ:E' IE G. N^il PC 19 7.{' K: A{::tik- TIC 'PC %??, •"•R'?' ?uK Doc -lPc ='4C 'Ic Doc , "iPC :oc Doc :}?S:.:'{;L' ?:.'r'ft" :cc *C ;Pc TIC Doc DK Xoc ?Y+r :E K, ,L r 11 Car AI LA T- EI; i-' d="U -r T C--- F- Lam: 7 N`N li'< 9? EE :fit: Akc ',..1 2" - 5.7, tip . - =M 6- ; 01 :PC T;c TIC c Doc TIC :cc Doc :cc :yc :PC :cc „K ;PC ;-ate' :cc ;*y ::o' NI'_ ,;;< "PC Dwr :PC Doc Doc X .kc oc: I NC :cc =3c * AY * *;X *:X Y.t: { \ti lY AY>X;X:K %K %X X<:X;K %X M XC $: AY n:;SC;K+K:K:?':K %K k? %i<:K:X lY!$ lY iY Y<;K.l': lY 5w AY:NC Y,C $:.K ?• %Y• %K `1,::{C:XY,! Y,t;K AY:K:t:'.(:X %K %K:K ;X 7K:dC * CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY * NAME NORTHWEST AEROSPACE TRAINING CORPORATION ;K LOCATION 2600 LONE OAK POINT, EAGr`1N, MINNESO'T'A * SYSTEM NO. C - f * CONTRACT NO. 87-6362 * AY;X;X:X:X*:°%X:X;;AYY,t;YYF:X1YlY>X:K :Y.*M?<AY;KiK9Yi$%K:k%X:X*:'Fi*:k*:1<ii<%RAY.?iiY*;,Yi6'*:"K:.'W:i:''"Ye>$;X XY,<:;:.nK?X;Y**IYY,C :X`F " C il<.-,f F4 P-i 1-;I 7- 0h f iY`a _r 'T 1r` 0 M ?^',I E-: li "n(;°M`J,t:;:):'.'n'tY,t'?'K;;!",!:.".;St'Y:$,;:w`4;Y•n,v,t,,l, ?v?v w'i;.Y" 1 „r" °:°-. ?:';+,.,?,v,,?v vv...Y„"'{'.y ;'t `x w, 'y' ,?„ .,.. ,r., , .r 4•-. n.,.X;?C:Y ,$?C\Y lY:1t 1 ,,: ?,v,Y 4"Y Y` :Y t w- wwai w,w, HYDRAULIC DESIGN INFORMATION SHEET NAME NORTHWEST AEROSPACE TRAINING CORPORATION DATE 7/17/87 LOCATION 2600 LONE OAK POINT, EAGAN, MINNESOTA RE, 07poY BUILDING, CONC DECK S'TE'EL BEAMS COL CONC WrLLS SYSTEM NO. C - 1 CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY CONTRACT NO, 87-6262 CALCULATED BY TOM MILLET: DRAWING NO. 4 OF i2 CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMY-USTIB!_!E CEILING HEIGHT 13 OCCUPANCY SIMULATOR BAYS E ( )NFP:A 13 ( )LT. HAZ ORD.Hr•1Z&P. ( ) ; ( )2( )3( )EX. HAZ. Y 4 )NFPA 231 t. )NFPA 231C FIGURE CURVE E !(X)OTHER .25/3000 EQ Fr REMOTE AREA PER I.R.I MINNEAPOLIS T ( )SPECIFIC RULING MADE. BY DATE M !AREA OF - .,:'R CI' 'It",' K i`,?...LE't OPERATION i 2r:•?, 'v ,_r, SYSTEM TYPE ! DE!'!SITY- GPM .2:5 (XYWETC )DRY( )DELUGE( )PREA(CTIO!`I D !AREA PEN SPRINKLER 13s•) SPRINKLER OR NOZZLE E !HOZE ALLOWANCE GPM-INSIDE 100 MAKE 'CENTRAL' MODEL OH" S !HOSE ALLOWANCE. GPM-OU'T'SIDE 400 SIZE 1/'22Y !<:-FACTOR 5.6 I ! RnCK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 65 G N CALCULATION ! GPM REQUIRED 774.87 PSI REQUIRED 64.55 AT BASE OF RISER SUMMARY C; FACTOR USED: OVERHEAD 120 UNDERGROUND 140 W !WATER FLOW TEET ,N OR RESERVOIR Dram=. TANK O:, A! DA I E OF ,TES'T' 1 RATED CAP 0 i CAP, 0 T ! T'°ME OF TEST aLE Ai GPM 0 ! ELEV. G' E !STATIC (PEI) 79 EL E:V 0 1 R I RESIDUAL (PEI) 71 ! WELL !FLOW (GPM) 1250 _ ! PROOF FLOW GPM 0 E !ELEVATION FLOOR LEVEL_ P I P !LOCATION :8 8 12 INCH FIRE WATER MAIN LOOT' OF BUILDING L !SOURCE OF INFORMATION 'PROJECT'ED :FLOW FROM ENCINEEPE Y ! I COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH O tSTORAGE METHOD:SOLID FILED `/. PALLETIZED X RACK % M ! i , )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED R ! t )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON-ENCAPSULATED S ! A ! ( )MULTIPLE ROW ( )OPEN O ! K ! FLUE SPnCI!'IG: CLEARANCE'STORAGE TO CEILING R ! ! LONGI'T'UDINAL TRANSVERSE G ! HORIZONTAL BARRIERS PROVIDED; E ! UNITE - DIAMETER (INCH) LENGTH (FOOT) FLOW (CPM) PREEEURE (PSI) $c;y.;$;;tl::K:KYc;$?:X>,v.,K:;!.lY`K;Y`K:Kk'.>X;(;Y>;:;;::i:;it.$kt:•,vX.'YK;71(;('•T::Kwmw`rX`-:!k,:',:iX%;!:X•1K ?t%.k:;Y;t,::.?'+C:w";;Y«;:K%C:X;°.',l';:??Y ?:?,r"K.YS:v=Kti :lC:Xtic nk.KW FF _'L Fir T? °=" !F? ED 3- a` ED I- 2E 0 !! J -10 %' ED ED 11 J :_..". 7 ?=i u. !E "? E Q_.:0'-s bc .*c a"^u U• CD, d's ]r "r, ?.. - a x: T ,"`: Ih^::_ Lrz-, Lam" ? ??i _ :?uc w'c 7;! err err- lu0 r,:T*P.WL-ST .1I IN G "l F, JOB NO S7-6a 2 i.°ftTE 7:" .:.^;7 PACE i ? i'tl 't• jf NO ;?:$i;(.,, ;,„k,;;S:?,i{,, :;{:?{:;{•;; :u :K `v;v;A:.:. .: ; rD 1.-1 )W r 1.? iLw "u]y. 7. r. vk Jr v :...; vN,?6 P1 'Zrlti IC T1. F G II:°C: J^n 4 6' ": Iuti3 IF: L: 3 i r i IC ?n G'' ,a .r ,. rc .. T u _i;.. 1^ yr : ;• DEN-vlTY X AREA ? 0X 2575.08 6 8 , 71 ",'. OVERAGE = 0.16 = 1 x:)7.00 L/ RAC1<S 0.00 I! SI?L. 1-100ES ? ?r?p>E/ t/L C;JT'SIDE HAS"ES 400.00 FLOW REQ' D FOR SYSTEM = -15 FLOW AT Tii°,SE Ci' R'1':;Elt = 87, `?.75 PSI1`f :=LOW A'?' EfSE: OF I7:SEPi 0,08 TOTAL FLOW 12 7`1.75 STATIC PRE "'U RE = 79.00 RE,S'IDUAL PRESSURE - 'i .00 RI=S:DUAI-. F LOW = 12.'0.0',7 FLOW FROM CI r y SU=' L'LY AT 26'F'•";'I = T6&'i GP PRE 'SURE FROM CUI V E [ TOTAL FLOW 70.5'; EL `.rATI0N - 0.00 FOOT = 0. NO. DI:1 I..ENr'H FACTOR + FLOW PI= F l..0W VELOCITY 0 i40 0.09 0 iH Ii 0.00 12 :5.'75 7.85 A)~DI'1"I0NOI;L VALVE L SAF - OSS, E'CL". - 0.00 v ? ETY 1 IARCII - O r,,,8 d ica.cl Ec E PRE:.iSUF:E A"AILARLE FOR SYSTEM - 7t).5 FLow A7- ?0 n?NEG i? rY S Xf rr/'? DE-TI-61V S1r-4 NLA7-o9 SP/ 1.? ;' 137euu" Six ?i j ifc/?0%c E A .eF 1-5- -.2 5? ?IREA PL US W ItifiDr' Ao-re .,ir ,".'1." :"yC ,, .:r n..µ. _ r I^ ?l z;- C"ti U ,i x "'J ;: =v ? m '.T_.. . w - E: i:;7 ? o ? .zx JOB- NOR THWEST ;1, _.R....:.'(tvE 'A. i C; CORP j OR NO 87-6362 DATE 7/17/37 PACE 2 ;k&N;.?.?..:S,h,V ....•...,.n .C,b.y ar. .. ,y'k :':"%1t:k •. W ? •. ?i''?`?.?..?.y..n V W u.? h.°; ?(W' ?::?i;?{ . (?1'"'C 6i , ?: ?'. 1 °?I'?`?"y W'J(,?.,N'V'?(W •V 4? W .V aV ?V ?$,v*4W .I ? ?.. 4.. .?. :?` :;t .? .... W,r :b .. Ul .,n:VW,u -.y.N ?Y HYDRLC. GFl C. EQUIV. PINE PT PT REF. FLOC! DIA. FITTING FTGS. PE Pl' NOT ES Ki?kYk POINT UT LOSS/F LENGTHS TOT. PF P"1 24. 0 .41 2E 1,0 14.00 18...17 CI;Y= 0.25 X 95.00SG'F. G=120 8.00 0.00 K= 5.600 V = 4 55 -------- 24.00 -------- 0.0374 --------- -------- 22.00 ---------- 0.82 -------------------------- . ---------- 24.00 19.19 K 2'i= 5.480 -------------- -- ------- ic? -- a _s.-----'---- ------------------------ ---- 30. 00 1.112 2E 4,0 14.00 M70 QAm 0.25 X Q0, - 00SOF. C-120 8.00 0100 K= 5.500 V - 5.81 ZO- 00 0.05'u5 22.00 1.24 3'0. 00 _ -'- -.-'-------- --'------- 2?,94 ------.-----'----------- 1`' --- 5148 . u'J ----- -------------- ---- -----. -yP_.!CA,L__ --- -- 9 --9---> l.._?l Y XI / -- ?_ 1?-- - ----- 30. 00 1 . 452 I E 4.0 2.00 2`.3.70 QA= 0.25 X i 20. OOS' ,F. E C=120 1T 8.0 MOO 0.03 K= 5.500 V 5.81 30. 00 0.0565 14.00 0.79 /XeA ?L 0. 00 1.587 12.00 2'3.4.' ---- 29.49 K= 0.000 P= 29.35 E1 C-120 0.00 0.03 0.13 VELOCITY = 4 .30 30. -------------- 00 --- 0.0272 ------ ---------- 12.00 ---------- 0.33 ---------- 29.36 --------------------- ----- 30.00 29.82 K 23= 5.4% F1 --- ' e l''w w „M w M ,~ l "I 4?, .. T"-%:L3 ?,:)! M Pg -'1l r-- v F" F- TM 21"'i 2,c 0 _: c o -K .vp.- VX -,11- JO' ?Nl?R mfr•• ''l E..C JWT AEROSPACE TRAINING CO RP JOB ? h NO 87-6362 DATE f1 7'07 PACE 3 ,i , .. .......n * "Q 'k'L`X?" ........ ?.. n ............ .$.,.;...;5... .' * '*'?'?** • .?** .y • ..L.,.REMCTE Ti .Y....n? ?.,.. , ? U .G TO G . '? wl ,. ,. ._,_.K •u.r;v „.,,".,rl,::n.:,,Y ?;:Y.z ,.",:`.;:.`¢.:$;:::F •p.y,y .y w'1=;k HYDRLC. CA LC2UT_V. PIPE PT PT REF. FLOW DIA. FITTING FTG,'.. PC F':' C::;YkSh NOTES K,< POINT CT LOSS/F LENGTHS TOT. PF PN 32. 0 1.4S2 I E 4.0 2.00 33.68 CA= 9.25 X-1 30.00SG?!- . D C=120 IT 30 12M 0.00 K:= 5.600 V = 6.29 -----.---- 32.50 --------- 0.0655 --'----- ------------ 14,00 - -- 0. /' __ - --- /_ ?EAD6c0 vG ------? ----- 32.;3 2.154 OE 5.0 26.50 Z4.60 34.60 K= 5.480 1'-'= 34.38 D'. C=12O 100.0 10.00 0.•09 0.22 VELOCITY = 5.68 64.63 0.9342 36.50 1 0- 34 Tr ----- f? - C-AD eta -- 64.63 35.85 K 30•= 19.790 6 - ----- P/ 14 ---- ----- ----------------- 32.50 ,.45- 1E 4.0 2.00 33.63 CA= 0.25 X 130. EOF X C=1'.'.'0 IT 8.0 12.00 0.00 K:.= 5.600 V 6.29 32.:10 -----} ------------ 5 4-- -- ---- ----- ?X ----- n ( 32.13 2.1`:4 2E 5.0 J 27.50 34.60 34.60 K= 5.480 P= 34.3x_? X1 C-120 1T10.0 20.00 O.OO 0.22 VELOCITY - 5.63 64.63 0,0312 17M t 1.63 34.38 --------- --------------- ------------ ------- --------------- -- 64.63 36.23 K 31= 10.740 ----------- ---------- ---------------------- 32.50 1.452 IE 4.0 2.00. 33.63 QA- 0.25 X 130.00=F. T C'-120 IT 8.0 12.00 0.09 K= 5.600 V - 6.29 32.50 0 O60 ».-_ _--____ 14.09 _- - -- -_-----__.-.______ ________________ 32.19 2.154 2E 5.0 = V MOO 34.60 34.60 K= 5.490 P= 34.33 T1 C=120 1710.0 29.00 0.0Z 0.22 VELOCITY = 5.69 64,69 0.0343 47M 1.61 34.38 ;Z_ ------------------ 64.6? 6'4.69 36.21 K 32= 10.750 i 'S --------- -------- - 00,42 CO- / 3---- PQ ? ? -- ?-°- s ------ -- - - 32.50 1.452 1E 4.0 2.00 33.63 QA= 0.25 X 130.00SOF. F 0=120 IT 8.0 12,00 0.00 K= 5.600 V = 6.29 --------- 3250 -------- 0.0655 ------- ------------- 1 14.40 ------- f 0.r'.2 ------- `?0 32.19 2.154 OE 5.0 26.50 34.69 34.60 K= 5.490 P= 34.38 FS C=120 1710.0 10.00 0.00 0.22 VELOCITY = 5.69 64.69 0.0343 ---- ------------ 36.' 0 ------- 1125 34.38 ---.-_ ? /!l` w; FCO W/nib ___.__._-__----__ 64.69 35.85 K 33= 10.800 ---------- - ------- --- I D D ---T - - ------ ---- -----.--------------- 26.00 1.452 1E 4.0 2.00 21.56 QA= 0.25 X 104.00SOF t! C=125 IT 8.0 12.00 0,00 . Kw 5.600 V = 5.04 26.00 0.0434 14.00 0.61 V'`..x :La 1:,i 11`°5 d-"m-r 3'r..'. ?".ZM 14'2`•'a:_ET FF? uE) ",r ! JOB- NORT HWEST A EROSPACE TRAINING a CORP JOB h!O 87-63 62 DAT E PAGE 7/17/87 4 rX 1.?... i4: . __ 4 `b .4.,?.4 `v __.._.._...__ .b ..4 •#:IC `?. .. a..t .r' .. _...- ...... . . 6`1 O U.r u -----.__._._ ''' .._ N7i1hiC __"_--__ ,:_ ;;{:. '''L•k%A`-A?*A _ 1 .M°::i:i"...r:YuC:X:!:K:?..t]i? ? 5Y'* .i•:kn „ :., ' HYDRLC. 0A .... . _... DIA. ..-._._.__........__..... MUM _ PIPE PT _____:- PT =:=cam.-. :-•_-_-_--_.-.__..-..___ REF. FLOW 'C" FITTING FIGS. PE PV :k:;_I** NOTES >k:k:k:k;k POINT QT LOES/F L_'.GTHT TOT. PF PN 25.41 K452 452 12.00 22.17 22.17 K 5.4°.0 P= 2K50 Mi C=i20 0.00 01+05 0.67 VELOCITY - 9.95 --- 51.41 ------- 0.i`=i ??? ------- 12.00 ..U 1.34 21.5x~ ?1?p? FLOC ??/?--- 0.00 1.452 OE 4.0 14,50 24.01 24.01 K= 0.000 P= 23.34 .'_ C-120 2J i'" 8,0 8.00 0.06 0.67 VELOCITY = :9.95 51.41 0.1532 2200 3.4; 2.x.34 51 . %? _ _ -_________ __Y_____ 27.46 _______ _____________._______- K 34= 9.810 io ----- --------- ---------- --- -- -P_ ?//_..._-.._ ._16---- ----,-_.-----_ - ,:'2'.50 1.452 Q 4.0 2.00 33.63 QA= 0.25 "130.005M. P• C=120 i ; 8.r0 1200 0.0:7 K= 5.600 V = 6.29 32,50 0.067Y 1 n r.o V -- 0.92 f /01 6;e- ?0--- 31.96 1.637 12.00 34.60 34,60 K= 5.480 P= 34.02 B'1 C=120 0.00 O,O+J 0.58 VELOCITY = 904 --------- 64.46 ------- 0.11 '1 -------- --------- 12.00 ---------- 1.3 ------- 34.0 ----- ----- -?=-yD.I ---------- 0.00 2.ia4 Or_ 5.0 14.10 35.:'5 _ _ 95 35 [[ K= 0 000 P= 35 73 B2 C=120 K10.0 10.00 0.00 . 0.22 . . VELOCITY - 5.67'' 64.46 0.0341 24.50 0.84 35.73 0.00 4.260 9.'05 - 36.79 --36.7':9 -= -36.78 K'= _0.000r_. f C7120 0.00 0.00 0.01 VELOCITY = 1,4-5 64.46 9.002 9.00 0.0i :;6.78 65.40 4.260 ---- - ----- --- iJ.00 --.- - ---- 36.80 --- - --- 36.80 -- - ---- ----- -- --- ------- K= 10.790 P= 36.74 6 C=i20 0.00 010:9 0.06 VF,_OCITY = 202 129.;:6 0.0015 v 00 5r,... +.`: n.J_ ,, 36.74 ' / /71E A L ` OW//?? 65.44 4.260 1+0.00 36.S::; 36.85 K'= 10.800 P= 36,72 C=120 O.rJO 000 0.13 VELOCITY - 4.39 -------- 59500 ------- 0.00,'5 -------- -------- i'a.00 ---------- 0.10 ----- --- 72 z .:6 .,2 ------- r? w/ /c -?----------- LD ------ 65.33 4.260 12.00 36.95 3&95 K= 10.790 P= 36.72 8 C=120 0.00 000 0.23 VELOCITY = 5.86 260.62 ------ 0.0163 ------ 1. i2.00 0.20 36.72 g- zlingyp" .? 65.63 5,29 ----- .50 ---- 37,11 ----- 37,15 --- K= 10.790 P= 37.00 9 C=i20 0.00 0.00 0.15 VELOCITY = 4.75 --------- 326.31 ------- U.0(•785 ------- - -------- 5M - 0.05 37.00 - -- -?D /???IOf Cc 59.66 5.295 7.00 37.20 37.20 K= 9.810 P= 36.99 10 C=120 0.00 0.00 0.21 VELOCITY = 5.62 --------- 385.97 ------- 0.017 -------- --------- 7.00 ---------- 0_+_}3- ---- 36.99 2 L?CAOJ L w N( 4---- -? Q- --- 59.67 5.295 10.00 37.23 37.23 K= 9.810 P= 37.00 ii C=120 0.00 0.09 0.22 VELOCITY = 6.49 445.64 0.01U - 10.00 - - 0.15 UM //L 9vj % GOB/NG ------------ .,g-_•.ryti -'4c '•4VT _i „< .Ir'd ?i 8 il'-"N U 4 ED 11 -Y I T L-- v r'-'" i ">,. _L Y I i i i? 1? ?"? ?n ii a u.M1 ..tl'? IM1 +P'+• JOB- NORT HWEST ERR A""L TRAINING CORP OB NO 87-6 DAT E 7/17/C7 PAGE 5 X.l? :fi ' _ O f L 1 1 TO ,t U. G HYDRLC. QA LT-A. MUI':'. PIPE PT FT REF. FLOW "Co FITTING FTGS. PE PV k:'K*** NOTEA KK#:8'k POINT OT LO'S/F LENGTHT TOT. PF PN 65.69 5.295 8.00 x:7.';3 " 37.43 K= 10.790 P= - J/.+Jb 12 C=1'2O 0.00 0.00 O 37 VELOCITY = 7.44 --------- - 511.33 - ----•-- 0.0197 ---------- ------ ---- 8.00 -- ---- --- 0.16 -- ---- - 37.06 -06 x- 65.79 5.295 IMO ;:7.59 37.59 K= 10.300 P= 37.11 13 C=120 000 0.00 0.43 VELOCITY = 8.40 ________ 577.12 ________ 0,0246 ________________ 10.00 --_ 0 ti7 37 Ra - Gc4K'S / l6w/n r_ 65,85 5 .295 r' 10.(.`0 ,',.34 Z'.8 44 Y K- 10.790 P= 37.25 i4 C=120 0.00 0.00 0.59 VELOCITY = 9.36 -----_-_- -642_97 - 0.0301 ------.---------- ---i 0_00 -- 0.30 ---------- :.17.25 ----- "? (% rL'-- /N/_ ?=_ ----------- _ 65.70 5.295 10.00 38.14 38.14 K= i0.740 P= 37.42 i- C=t<<.3 O:Oiv . .. ..0..00 0:72 "JEL'Qt:ITY' _ 710:32 703.67 0.0360 10.0 0.36 37.4? ??f & ! ?z --------- -------- ---------------- ---------- ------- - ?1Y !Q y/, z --- ----- - - 66,20 5.295 302.0 27.00 x8150 38.50 K= 10 790 P= 37 64 16 C=120 36.00 0.00 0.36 . . VELOCITY = 11.23 774.87 0.0425 63.00 2.63 37.6 4 V 1161d? (:-Ls" J, _ 774.87 41.18 K 33= 120.750 17 774.87 ___-_- 4,026 ---------- I,00 ---------- 41.13 •----- ------------PT= _ 41.1n QA= 774.8 , 17 C=120 2.00 0.00 VELOCITY = 19.52 774,87 0.1614 32.00x. 33.00 5.33 --•_ 100.00 •-• - 6.340 _ • 349.00 •- _ _ 46, 5i lNJIfr .-._. - _- OA= 100.0 PT= 46.51 HEV3 C-120 216.00 5.6y?NoS E Aoo?o VELOCITY = 3.83 874.87 0.0221 216.00F. ---- _65.00 `,i ?'E= F R HT. U 2,t 374.37 ----._•__-__.-._.. .-_-_-•_•-_---. _.-w_ - G 'R-.65 ----- ------.-.-_..}j__.-_-_...._.----- K 36= iOf.310 BOSI:' I>'rAule nD XV 7 All 1: N7-/l) t/L6' --------- -------- g7S,7i ---- - 6/11 G 67,,2? /?J/ ?Jvc/t,ABLN T -G t??Y??,?=LE- SEE- t'OR r /Uo G FO2 Fro w %IYR t aC-. Nm- ! I WICdT' ' A._C I: ;0 2.':"+OE TRAINING 00{ i_F' J? B f 87-6Z62 D.='? B Tc r1 7/?7/C7 PAG 6 ?_ •1•W'A 0.'W ,l N•Y 9•+L+ .b ?.p,. W •.Y ?, k.N 4 :n:YwWWWL.E wI i' 'AL T R i (' w'.Y K-•Y ?bU p]Y W'N`k `H.b+ +N •V, HYDRLC. CA "C EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE P`•! NOTES ****.t POINT OT LOSS/F LENGTHO TILT. PF PN -6?2.,, C=140 Moo 6:.64 QA= -692.°9^-T= 65.64 5 3.1M, ..00 0.30 VELOCITY = 4.27 -------- -692. 99-0.3032 ----------------- ---------- 95.03 ---------- -0.33 ---- --------- MA%c,H? ?ft? /l9 7 ------- ---------------- 400.'00 C=140 i E239 1 1 0.00 65.:13 CA= 400. OOPT= 65M 6 £x.140 2104 0.00 VELOCITY = 1.21 -------- -292.99-0.0036 ---------------- ------ - 133.94 ----- --- -0.09 ------------- ---------------------- y -._'Y't,?? --- -- 65.24 Cs 1 r(, vw S/fLlr 874.37 C=1 40 70.30 64.6'5 Own 074.87PT= 64.65 BOSR 2.140 K46.5 50.55 3.00 VELOCITY = 5.39 -------- 274.37 --------- 0.0049 - -_--- 4.30F . ---------_- i 2O Z5 --------__ 309 _•- SYSTEh. ®E?i /fir?i? -292.9') J r-140 fE23.9 230. 0 65.24 CAA= -292.99PT= 65.24 2.140 M94 0.00 VELOCITY _ 3.19 131.82 0.002 5.00F. 252M 0160 Lo!? SPCi 7J MM 65.24 L'S 2 3 - 3.00 C=10) y i 1 o l oo 65.24 C.!1= O.OOPT= 65.84 SP5 6.OM iT3S.9 43.40 0.00 VELOCITY - O 0.00 &0000 4.0M 153.90 0.00 -------- ------__- 581 M -------_ C=M ____---•--- ------_--- 3500 -- 65.34 CA= 58i.82PT= 65.24 8 8.i4O 0.00 O.QO VELOCITY = 3.59 IS! ,% 0.0023 35.00 0.08 -- -- - -_------ -.-_---.-- 0.010 ------- C=10) ----------- ----------- 3ifMo -- -°•- .65."3 QA= MOM= 65.93- 9 8.i.O !T46.5 54.55 3.00 VELOCITY 3.59 121.82 . M023 023 5 . KF . 361.55 0.04 -------- -_.. ...____'-' 0.00 --- -___ C.-1.40 __________ 2E23.9 ___ ____ 460,00 66.76 IAA= O.OOPT= 66.76 10 2.140 47.23 0.00 VELOCITY = 3.59 581.22 0.0023 507.88 1.18 -- ------- ----___---------------- -------- -------- 581.88 ------- ---------- ---------.-- -- - 67.94 CS 3 11 -------- -------- 0.03 ------- C-i23 --------•-- ------_---- 7.00 ---.--------- 67.94 ----------------------- QA= 0.00PT= 67.94 13 SM0 iTMS 0 MM 00 0 VELOCITY = 3.59 . 58i.88 0.0030 42.00 --- 0.13 -__--------- ----------------------- -------- -------- 58i.88 ------- ---------- -------- 63.07 CS 4 4 7 :w_ *c 14C ",y. v : Pte;: M C^ N C-.1 dnl U 'e'- 0 L*-' all MT y ^ 0 F. T M rl K G_ EZ i Qom" Q ? tic isc .::e c SOB- MOR THWE V AEROSPACE TRAINING CORP jOP O 87-6362 ATE 7/17/37 PAGE 7 r :K"'?"t:Y.:K;K:>Y .. .,. .:, .., :r:K?'„r'.X:K.i,..•.:n-Y.?t.:P"..K.f`..k`K:r`. ?f:;K?i<F,:=?•iQ ': : i Ti'R l.! !1.,.. Y'1,•`K •N •K;I;u ;'ww`Y i?Wt% ?y. ? W?4 W,Y ,M w,4 ? ?.. ? , k HYDRLC. QA C. MUM PIS'- FT PT RE=F. FLOW DIA. FITTING FIGS. PE PV K:K:Y.:KW NOTES POINT OT LOSS/F LENGTHS TOT. PF PN 0.00 C=140 1`.9.00 55.64 CA= O. OOPT= 65.64 SP4 6.030 iT39.9 41.90 0.00 VELOCITY = 0 -------- 0.00 --------- 0.0000 ------- 4.OOF. ----- 153.90 0.00 692.99 C-140 ----- --------- 20.00 ------------- 65.61 ------------ CA= 692. ----------- 993'7= 6U.64 ' 8.140 1T46.5 46.55 0.00 VELOCITY = 4.27 -------- 692.99 --------- 0.0032 ------- --- 66.55 0.21 0.09 C=1 Ora} ------- 1 =2 9 --------- 41s.O0 ? ------------- 65.,`:.'5 -------•----- @:1::.. 0 . ----------- 00 F'T= 65.85 , ,E .; 8.14i? 23.94 0.00 VELOCITY . = 4.27 ------ - 692.99 ----------- 0.0032 ------- ------- - 433.74 1.41 692.29 -- --------- ------------- ------------- CA 1 ---------- * 3 1'1 -------- --------- 0.00 ------- C-120 ---------- --------- 7.00 ------------- 67.25 ------------ UA= O. ----------- OOPT= 67.2_ 3A 8.140 iT35.0 35.00 0.00 VELOCITY = 4.27 692.9a 0.9042 ---- ------- ' 42.00 0112 692.99 - -- ---.------ -------------'- 67.43 ------------- CS 6 ---- ----• --- 0.00 C=140 ---- --------- 360.00 -_----'----__- 67.13 ----_-_----- QA= O. ----------- OOPT= 67.43 i2.210 1779.8 79.30 0.00 VELOCITY - 1.9 -------- 692.9;1 --------- 0.0004 ------- - - 439.80 0.20 0.00 C=140 -- ------ 3E35.9 --------- 880.00 ------------- 67.63 ------------ QA= K ----------- OM= 67.63 12.210 112.73 0.^J VELOCITY - 1.9 692.99 0.0004 - ---- 5.00F. 992.73 0.44 69'2 9^ ? - ----------- --'------- --------°---__ 6807 -------_-___ CS 7 _------------ ----- ----- ---- 6 Sw PPC / ------ -? r -------- ------------- ------------ ----- 127S.7s G?pli 2- 7U- 6 y Pri ?RoJEcrr-o A;,q,t .4,o& ------- /cow 5 EE 6q6 & lVo / SEA" f'/96C /1/0 `/ SEE /?q G c- A/O 9 A"R0 JELTtD FLOW 4UA/GF996,E Gln/DE?GRo/eNp /(.Oa? .SGf/Efn A71C ?V^7eX .5?,,-YLV .5caF/,Arc, ?* sc-*cAr vI K: U'-d canuVCD111% Ir iL c W r_ &Is 11 KI-KF1 10 E?) ? *cits;o^9e? JOB- NORTHWEST AE-;0NPACE TRAINT.NG CORP JOB NO 67-5362 DATE 7/17/C7 66 PAGE N %K%k?}Y:s?•u;K?j:??:.i'.A.?{:?.n.P....:Y.au.y...: WWr 4' 11?I ^.JL"t•1 Ir •YW'Y? 'wi::i.:?. °ji"{:%?+n1?iii,NW'ywwWWw W.N •nn 692.99 V V 6:2.99 .DU V SP1C000CCC5 v v 6`}:2.9? V 6 V 292.99 274.87 V 581.88 POSRCCCC{C7CCCCCCCCCCCCCCBC.CCC9CCCtCC{CCC<CCC10 581.88 v 581.88 f S m SPS 692&9 50.88 A 612.99 n ':.CCC:_CC:CC{CCC{{CCCCCCCCCCCCC,.000CCCCC''CCCCCCCCC':C{CCCCiJ??iii 581.88 9,--7i! o TE .fit HYDRAULIC CALCUALTION SUMMARY AREA STAR'T' NUMBER SECTION 1 i END TOTAL SECTION FLOW 7 1'274.87 TOTAL SUPPLY PRESSURE POINT 63,06 1 it eO M ,`S IF" the .E P'1! G< ft_ m? , c ; _ .;Ir_ ' £s JOB- NO :THWEST AEROSPACE TRAI!4ING. CORD JOB NO 37-6" v2 DATE 7/i7/37 PAGE 9 .1 ?'.'.!C.?..P:f. k14i.-n:?..?.t.i?.??.AC•Y•?*.T::?WWW,b'+?`l: V(tl'?1:.(?IS?:' SI)='!='L ---------------------------------------------------------------------I I ! ! STATIC PRES. ! `kC-- 79.000 PEI 1 I ! S ! U P u I 1 i L Y I --- RESIDUAL PREES. C 71.000 PSI AT I ! U 1250.00 GPM I ! :+ E PRES. AVAILABLE C-- 70.703 PSI i SAFETY MARGIN A I 2,643 PSI v SYSTEM DEMAND--! :K--'----'-- i ------ 4t `K C--- FLOW AVAILABLE ! 774.37 GPM / 500 GPM HOSE A 1480.41 GPM ! ! 6N•Gr Pf/ ! . ---------------- f E TOTAL DEMA14D ! I V ! 63,060 PSI AT! I i R ! 1274.87 GPM ! ! f U ---------------- C D ! N , I ! M _ .3681.04-LPM m ' / E AT 20.000 PSI ! / D C-- 5.630 PSI (ELEVATION) I f.. ! I -------------------'"--'-------------------'-'-'---------------------------I FLOW (GPM) - FLOW SUMMARY SYSTEM FLOW 774.37 GPM INSIDE HOSE i00.00 GPM OUTSIDE HOSE 400.00 GPM TOTAL DEMAND 1274.87 GPM JOB- NORT HWEST AEROSPACE TRAINING CORP JOB MC 87-6162 PA TE 7/17:87 PAGE 10 ;???:{. i?ut :'i`:X ? 'n??.???Yi ?C W'?W' ? :T:{; ...x:. 4W YW?k C {.'t :K:k:{:x „` , .R ','MOTE .F._ j .Y •4W.V WW..V ?11i1'i :K,`:Y, ..`:<.,•,., •Y •I•YW .y •V• W WW W tk:X.,:K.,.,.`:,C.,,.r,?:k:k :k;Y`X-r.,.:K°,c?.r HYDRLC. QA C. EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE FV d Xk;l:$ NOTES ?cYCXaY:$ POINT QT LOSSIF LENGTHS TOT. PF PN 24.00 1.452 1E 4.0 2.00 12.37 QA- 0.25 X 96.OOSQF. C=120 IT 8.0 12.00 0.00 K= 5.600 V = 4.65 --------- 24.00 0.0374 --------------- --------- 14.00 ---------- 0.52 -------------- --------- - 24.00 13.89 K 40= 5.520 .9Mfr=-ly-Ag6c_ks11 30.00 1.452 1E 4.0 2.00 28.70 QA= 0.25 X 120.OOSOF C=120 IT 8.0 12.00 0.00 K= 5.600 V = 5.81 30.00 0.0565 14.00 0.79 --------------------.------•----------------------- 30.00 29.49 K 41= 5020 ------------- - ?-__D!!1_OD.-?/ _- -(?- fhM_L :$C w :„.c qe° Rw: '£ II^'J ?Lr >f"n 9..:1 "'S' 'L9 its d`u `•" :-" i(=C 'J"'il'Jti. !Fw',C9 .. 9„K u = JOB- NORT HWEST AEROSPACE' TRAINII'IC CORP JOB NO 87-6362 DATE- 7/17/8", FACE :12 HYDRLC. QA C. EQUIV. PIPE PT F'T REF. FLOW DIA. FITTING Fi'GS. F'E F':° X:X:X:Xk NOTES POINT QT LOSSiF LENGTHS TOT. PF FN 32.50 1.452 1E 4.0 2.00 33.68 QA- 0.25 X 13O.OOSUF. CC C=120 IT 8.0 12.00 0.00 K= 5.600 V = 6.29 ---------- 32.50 ------- 0.0655 ----------------- 14.00 ---------- 0.92 -------- -------- ? //EAD ?cowin/, -------------------- 0.00 1.687 12.00 34.60 34.60 K= 0.000 P= 34.45 CL'i C=120 0.00 0.00 0.15 VELOCITY = 4.66 32.50 0.0315 12.00 0.38 34.45 32.54 --------- 2.154 2E 5.0 ----•--•---- 27A0 ---•----- 34.98 -------- 34.98 -------------------- K= 5.520 P= 34.76 DD C=120 iT10.0 20.00 0.00 0.22 VI'_LOCITY = 5.72 ---------- 65.04 ------- 0.0346 ----------------- 47.00 ---------- 1.63 -------- 34.75 -------- - r,2 /?E9Q tca i G ------- t----- _--- 65.04 36.61 K 50= 10.750 9 --------- ------- ------- -??-2D-- --- --- -- -- -_ ?'_-- ti- _- - --------- I - 32.50 1.452 2E 4.0 14.00 33.68 QA= 0.25 X 130.00SQF. EE C=i20 8.00 O.OO K= 5.600 V = 6.29 32.50 0.0655 -_-- --_22_00 - 1.44 ---'----- '--- / /f // ---------------------- 32.61 2.154 2E 5.0 23.00 35.12 35.12 K= 5.520 P= 34.90 F17 C=120 1T1O.0 20.00 0.00 0.22 VELOCITY = 5.73 65_11 0.03`17 - 43.00 1.49 .,4.90 =?c ?= - -----_.-- -- -------------- _ - _ - ----- - - - 65.11 36.6` K 51 = 10.760 10 --------- ------- ------._c L y/,/c ma - '/a --..... ---- --- -------- Wo /3 ---------------------------- 26.00 1.452 2E 4.0 14.00 21.56 QA= 0.25 X 104.0090F. GG C=120 SAO 0.0.0 K= 5.600 V = 5.04 --------- 26.00 ------- 0.0434 ------------------ 22.00 ------ ---- 0.95 ------- --------- / yF?D ?cua iol, ----------------_- _ 25.79 1.452 OE 4.0 22.50 .22.51 22.51 K= 520 F'= 21.83 I11i 0,-,120 IT 8.0 8.00 0.00 0.63 VELOCITY = 10.0:. ---------- 51.79 ------- 0.1533 ----------------- 30.50•} ---------- 4.74 ---- 21.83 ??E ?Q Fc o w/N?i 51.79 27.25 K 52= 9.920 11 --------- ------- ------???-T _- ----------------- 32.50 1.452 2E 4.0 14.00 33.63 QA= 0.25 X 130.0090F. JJ C=120 8.00 0.00 K= 5.600 V = 6.29 --- 32,50 0.06.`.35 22.00 - 2.154 OE 5.0 22.50 35.12 35.12 K= 5.520 P= 34.90 KK C=120 iTiO.O 10.00 0100 0.22 VELOCITY = 5.73 _____.___- 65_11 -- 0.0347 __---__---------- ---32_630 -- 1.13 ------- ..4.90 ? /N G -___-- 2 ------------------ ---- -- 65.11 65.11 36.25 K 53= 10.810 12 JOB- NORT HWEST A G EROSPACE TI!X15.NIII CORP JOB " NO S7-6362 ^ DATE PAGE 12 7/17/07 12 HYDRLC. OA DIA. EQUIV. PIPE PT PT REF. FLOW 'C" FITTING FIGS. RE PV 7R:ItX:k:K NOTES K1?1tKX POINT OT LOSStF LENGTHS TOT. PF PN 32.50 1.452 I E 4.0 2.00 33,68 CAA= O M -X --30.0E 1 F LL C-120 IT 3.0 12.00 0.00 . K= 4.600 V = 6.29 --------- 32.50 ------` 0.OM 14.00 -- 0.92 /0'EAl ------------------ LL1 0.00 1.637 12.00 34.60 34.60 K= 0.000 P= 34.45 C.=120 0.00 0.00 0.15 VELOCITY = 4 66 32.50 ------ 0.0315 --------------.- 122 0.33 34.45 . 32.54 - 2.154 2E 5.0 ---------- 23.00 _ -34.98 -34.93 K=---5.520 P'=- 34 76 MM C=120 1710,0 2000 0.00 0.22 . VELOCITY = 5 72 65.04 ----- 0.0346--------- ------ ----43_00_ ---- _- 1.49 ---- 74.76 . 65.04 Z6.g7 -- 5-54= -10J 770 --------- ------- -----?Y?ic?!?__ = / ---- /W - _ Azo / -------- J -------------------- .N"• :a !x RW • M 1 i N '•'i..a T-?'M .Ll d 'hu'^Y JL ? Jy Q"+ .l I'l Ili. N-. c AR C 0 s vc llx .M'- *r JOB- NOR THWEST AFRO.,PACE TRAIr1TNG CORP JOT; NO ^07'-636 2 :?AT E 7'17/37 PAGE 13 C'.`-mJ 1 '.` .1.2 T0 11.G E I \r T R A N rr ,.., W.4w WJ. ? 1....,,.,.,, ,u J.w.41.Ir.4Ww .w.4ww 4.4 ..-,..,,,,:< .............'?'",....,,,....:Y:,l'nC>,.,..:k HYDRLC. 01) C. EQUIV. FIFE PT PT REF. FLOW DIA. FITTING FTGS. FE PV :;c; *.,,<* NCTES *'kM POINT OT LOSS/F LENGTHS TOT. FF PN a"` .`_r0 1.45 2 2E .0 4 14.00 J-.63 QA= 0.25 X ti30.00St7F. A C=130 8.00 0.00 K= 5.609 V = 6.29 --- ---3--50 O.Ob'a5- --------- ----22,00- - ---i-4a / _! ??ef10 ?COc1y _-- 32.61 2.154 2E 5.0 25.00 35.1'2 35.12 K= 5.520 F':= 34.90 BB C=1'20 iTiO.0 20.00 0.00 0.2'2 VELOCITY = 5.73 - ------f1 003'47- _ _ --------- 0t7 --- --- 45 1.56 - c 34.,'0 0.00 4.260 12.00 36.68 36.68 K= 0.000 f-'= 36.67 8 C=120 0.00 0.00 0.01 VELOCITY = 1.46 65:. ii 0.001 2 - ---- 12.00 -- - 0.02 36.67 65.11 -nom s.2?5 --- ----- 5,50 --i------ 36.70 ------ 36.70 -----••---------------- K= 10.7 0 F= 36.68 9 C-120 0.00 0.00 0.02 VELOCITY = 1.89 -------- 130.22 °------ 0.0015 -------- --------- 5..1--0 ---------- 0.01 --------- 3'6.63 ------ - -??_G-FJ CLOY/^? 65.15 5.295 7.00 36.7i 36.71 K= 10.760 F= 36.66 10 C=120 0.00 0.00 0.05 VELOCITY = 2.84 195.37 0.0033 7.00 0-02 36.66 ? AD f Z C -------- -------- -------- --------_- _- -------- -_- -- ------ GO /N . ----"?---- ------- 60.05 5.295 i0.09 36.73 36.73 K:= 9.920 F= 36.64 ii C=120 0.00 0.00 0.09 VELOCITY = 3.71 -------- 255.42 -------- 0.t,..054 ------ 10. 00_ _ _- 0.05 36.64 ?/ `?E/aDS ? u fin 45.43 5.295 8.00 36.73 36.78 IC= 10.810 E'= 36.63 12 C:=12?'7 0.00 0.00 0.15 VELOCITY = 4.67 - --320.85 0.0083 --- --- 8.( --0.0,?-- -36-63 e60 ---------- 65.19 5.295 iO.00 36.85 36.35 K= 10.170 F= 36.64 13 C=129 0.00 0.00 0.21 VELOCITY = 5.62 ------`- -_386-04 0.0117 -------- --------- 10,00-- ------- ---0-.12 -- 36.64 ------ ?1^6 _`__------v?-- Ac -- 04------- 65.47 5.295 10.00 36.97 36.97 K= 10.8iO F•= 36.68 44 C=i 20 0.00 0.00 0.111 VELOCITY = 6.57 -------- 451 .51 -__- ---- 0Ai 56 -----,--- --------- i 0.00 -------- - 0-16 -- -- 36.6:? ------ I!a //E gtrc? 65.23 5.295 i0.00 37.13 37.13 K= 10.760 F•= 36.75 15 C=120 0.00 0.00 0.38 VELOCITY = 7.53 -------- 516.74 -------- 0.0200 -------- --------- iO.OJ-_ -------- __-G-20 36.75 G E? ?LO 65.61 5.295 3Ei2.0 27.00 37.33 37.33 K= 10.810 F= 36.84 16 C=120 36.00 0.00 0.49 VELOCITY = 8.48 -------- 582.35 -------- 0.0250 -------- --------- 63.00 ---------- 1.-58 --------- 36.8'4 ------ - 0.00 4.026 1.00 38.91 38.91 K= 0.000 F= 37.46 i7 C=120 32.00 0.00 1.45 VELOCITY = 14.67 -------- 582.35 -------- 0.0951 -------- 32.00F. ----- - 33.00 3.14 37.46 0.00 6.340 --- ---------- 3.00 --------- 42.05 ------ 42.05 ------•--------------- K= 0.000 F= 41.81 i8 C=120 0.00 0.00 0.24 VELOCITY = 5.91 582.35 0.0104 3.00 0.03 41.31 -0c -k IX 1„K V M K :1 14 U.. a"1 9_U `r 7 m Y'-'u -.r :[ c F- u-v E 'w"-1 °a<.q a--- 1.;: 0 o ar Y,k "?k yr JOLT- NORT HWEST AEPOSPACE. TRAINING CORP JOB NO E7-6362 DATE 7/17!37 PAGE 14 ;1CyC:Y.yC;k %K `K SK'ric:X S;c:;(:k:1t'+'d :Y :k ;k •k. 12 TO U.G EIIT\'II I_RA/?NI w w EJ{•?*:K:K;i::jC..:P:e%ti`Y.P:K.*:K*%,C*:jS:N*:K:K::F: HYDRLC. CA DIM EQUIV. PIPE FT PT REF. FLOW 'C" FITTING FTGS. PE PV %tX;Y•kcX NOTES *!c>kycX POINT OT LOSS; F LENGTHS TOT PF FN 100.00 6.340 349.00 42.03 Av&f QQ = 100.0 PT= 42.08 HSV3 C=120 216.00 5.63 VELOCITY = 6.93 ----•----- 682.35 0.0139 --------------- 21000F. ---------- 565.00 --------- 7.90 PE= FOR HT. OF 12.9 -- 682.35 ---------------------------------- 55.61 K 55= 91.500 $OSR --------- -----------I?c nnomp_yr__ l._ EyriliNc 1?7s`7s 6%14 e?- j67- ;2rY joJi ------------ 'c '*c *c -A< _>C K '.'C 9^11 II. P- U 17 ED ll 1% 1-:1 C y >r IV It 01 K I- K Fz co- *c "JK 8t JOB-- NORT HWEST AEROSPACE TRAINING CORE' JOIi NO 87-6362 DATE 7/17/07 PAGE i'_' NYDRLC. OA °C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE F'V **I** NOTES *1*** POINT QT LOSS/F LENGTHS TOT. PF FN i7.23 1.104 I E 2„0 (.50 9.5" CAA= 0.18 X 96.00SQF. C=120 IT 5.0 7.00 0.00 h:= 5.600 V = 5.79 17.28 0.0774 -- 8.50 ------ 0.66 17.23 ------------- ---------------•--------------------- 10.18 K 60= 5.420 --------- ------1"mya IN - ITAK/ CcC&__ JO-- L_?rfJ _&AT1_ f?/?f1 Fc W _ "J?• 9^, :A P. U T ",Z' ?.j A 3 C ? ? a` 4' dS ? _ r i ti v CJ - upr 33C 6? *c JOL I`10(i' iHWES'r' A ERO;iI'f-i(.'.1'= Tf{Rill`ITI`i!= Cr7fil=' JOB NO 87-6362 DATE 7/17/87 F'AGI'_ 15 ,E:1? rE 'T.3 HYDRLC. GA C. EnUIV. PIPE FT PT REF. FLOW DIA. FITTING FTGS. PE PV :i:*wl* NOTES POINT OT LOSS/F LENGTHS TOT. PF PN 21.60 1.`104 2E 2.0 1`1.50 14.89 ------------ QA= 0.18 X `120.00EGF. EEE C=120 4.00 0.00 K= 5.600 V = 7.24 -------- ---21.60 0.1169 -------- -------- --- 15..`30 -------- 1.81 ---------- ----- ? -? _j0Ir--6 Af - L_ ------------- 21.32 1.452 8.00 16.69 16.69 K= 5.4:0 F= 16.21 FFF C=120 0.00 0.00 0.48 VELOCITY = 8.40 --- -- - 43-4V - 0-11-J- - - - - - 8-'00-- -- - 0-90 _ 16.25 ? -- ------ ?2.02 1.452 8.00 17.59 17.59 - K= 5.420 F= 16.51 GGG C=120 0.00 0.00 1.08 VELOCITY = `12.67 65.44 0.2394 8.00 _ _ __-1-92_ 16.51 yE---- --- 23.'26 `1.687 2E 4.0 14.00 19.51 19.51 K= 5A20 P= 18 42 Hlil' C=120 IT 8.0 16.00 0.00 1.09 . VELOCITY = 12.72 --------- 83.70 ------- 0.2024 ------ 30.00__ --_6.07_ 18.42 88.70 25.58 K 70- 17.540 7 X22- - =---- -- - ?------ -_! ? 21.60 1.104 2E 2.0 11.50 14.88 OA= 0.18 X 120.00SOF. AAA C=120 4.00 0.00 K= 5.600 7.24 - ----21-.60 -0-.1`16? 15.5)o 21.82 1.452 8.00 16.69 16.69 K= 5.420 P= 16.21 BBfq C=120 0.00 0.00 0.48 VELOCITY = 8.40 ------- 43.42 --------- 0.1120 ------------------- -8.00 - --_ 0.90 -------- 16.21 ------- yCA ?C6 /ni ---- _5 ------------ 22.02 1.452 8.00 `17.59 17.59 K= 5.420 P= 16 51 CCC C=120 0.00 0.00 1.08 VELOCITY = . 12.67 ------- 65A4 --------- 0.2394 ------------------- 8.00 --------- 1.92 ------- 16.51 23.26 1.687 OE 4.O 10.50 19.51 19.51 K= -5.420 P= 18.42 DDD C=120 IT 8.0 8.00 0.00 1.09 VELOCITY = 12.72 _-_ ----- ---58-70 - 0.2024 --_ ---------__.____ -18-c-u--- __3--4-- 18.4'2 -----_ - ,JE--- -•-' ----- FC wiNC? ---¢------ 88.70 23.25 K 71= 18. 400 4 -------- --------- ---- ??_/J_---? --- - -?9G C __ /?1? _ 12 JOB- NORTHWEST AEROSPACE TRAINIING CORP JOB NO 87-636 2 DAT E 7/4,7' 07 PAGE I y :K:KYf:K KYR?[ X'X ;<:X::K:k:k:k X k X:R Kwa.., ?; E•ul? t r•,.,c 'E n a3 TO U.G HYDRLC. QA C. EQUIV. FIF__- --- FT FT REF. FLOW DIA. FITTING FTCE. FE PV Xc ? NOTES KKt?C?t POINT QT LOSS/F LENGTHS TOT. PF PN 21.60 5.104 2E 2.0 15.50 14.88 QA= 0.18 X 120.00SQF. AAA C-120 A. 00 0.00 K= 5.600 V = 7.24 ---- ---- 21.60 ------- 0.1169 -------- - 15.50 ----- 1.81 -- ------ -1 1.452 8.00 16.69 16.69 K= 5.420 P= 16.21 BBB C=520 0.00 0100 0.48 VELOCITY = 8.40 _-- --43_42 0.1120 ____ _---800- _ ----0.-9-0 16.21 yE?? G 22.02 5.452 8.00 17.59 17.59 K= 5.420 F'= 16.51 CCC C=520 0.00 0.00 1.013 VELOCITY = 12.67 --------- --65_44 0.2394 8.00 1.9'2 16.51 116xQ_S 23.26 1.6-7 0E ,4 .0 10.'_50 19.51 19.51 K= 5.420 P= 18.42 DDD C=120 5T.8.0 8.00 0.00 1.09 VELOCITY = 12.72 88.70 0. 0 4 18.50 - .,.-, 4 --------- 18.4 ------ tt?? //E,?J 1 f 0.00 4.260 10.50 23.25 23.25 K= 0.000 F'= 23.22 1 C=120 0.90 0.00 0.03 VELOCITY = 1.99 --------- 88.70 ---- 0.002 10.50 0.02 23.22 --- 88.76 -------- 4.260 ---------- --------- 10.00 --------- 23.27 ------ ----_•---------------- K= 18.400 P= 23.27 4 C=12O 0.00 0.00 VELOCITY = 3.99 --------- -5-7-96- 0_00-0- ---------- ------ -- -U 08 177.46 23.35 K 72= 36.720 --------- -------- ----- -- --? 1?-- E000? -- --------------------- 21.60 1.104 2E 2.0 11.50 14.88 QA= 0.18 X 120.0090F. EEE C=120 4.00 0.00 K - 5.600 V = 7.24 ------- _ --21_60- 0`1169_ -- - --1550-- ---1_8i-- ------ - L i?L__ 21.82 1.452 8100 16.69 16.69 K= 5.420 F'= 16.21 F='1= C-120 0.00 0.00 0.48 VELOCITY = 8.40 ---- _--- --43_42 - 0.1120 ------- ----- 8_00 0_90 i6.21 a C r? V 22.02 1.452 ----- _ - 8.00 -- 17.59 ------ 17.59 --_ K= 5.420 P= 16.51 GGG C=120 0.00 0.00 1.08 VELOCITY = 12.67 --------- 65.44 -------- 0.2394 ------- ---------- 8.00 --------- 1.92 --------- 16.51 ------ -'?-•/? 61/JIGQ w/NC,_ 23.26 1.687 2E 4.0 14.00 19.51 19.51 K= 5.420 P= 18.42 HHH C=120 IT 8.0 16.00 0.00 1.09 VELOCITY = 52.72 --------- --88_70 - 0.2024 ------- ---------- 30.00 --------- --- --------- 18.4 ------ [- --- Qom'-------- -------- ---------= 184.77 4.260 19.00 25.58 25.58 K= 36.720 F'= 25.32 5 C=120 0.00 0.00 0.26 VELOCITY = 6.55 --------- 273.47 -------- 0.0178 ------- ---------- 19.00 --------- 0.34 ------ --- 25.32 ---- -- - E/M G4,,/,VC7 1-2.f? __ -------- 89.30 4.260 22.00 25.92 K= 17.540 P= 25.92 7 C=1?0 0.00 0.00 VELOCITY = 8.16 362.77 0.0301 22.00 0.66 11EAos ?C 0 6-/1,6 ------------ „ K ab<;roc - , ?< 7 R l za e,5 u I- ED m i"=n IF T tC >s F° SRC 3 2°"N K, *c Ax JOB- NORT HWEST AEROSPACE TRAINING CORP JOB NO 37-6362 DATE 7/17/37 PAGE 18 **x:t;;s:X;k:K": :K;KX.:;<$*:px.;<**;R*;g* :r**REMO E 113 TO U.G ENTRANC:E•1,c*:K*d:;:<;.<:lc:k*****A>X:k:r:K:X"c****** HYDRLC. OA DIA. EQUIV. PIP- PT PT REF. FLOW 'C" FITTING FTGS. PE PV *:c*** NOTES ****ae POINT UT LOSS/F LENGTHS TOT. PF PN 0.00 5.295 3E12.0 36.50 26.58 26.58 K= 0.000 P= 26.39 9 C=12O 36.00 OM 0.19 VELOCITY = 5.28 --------- 362.77 0.0104 --------------- --------- 122.50 ---------- 1.28 -------- 26.39 ------------------ ---------- 0.00 4.026 17 C=120 362.77 0.0396 1.00 32.00 32.OOF. 33.00 --------------- 3.00 0.00 3.00 27.36 0.00 1.31 29.17 0.00 0.01 27.36 K= 0.000 P= 27.30 0.56 VELOCITY = 9.13 27.30 0.00 6.340 Is C=120 36.77 0.0043 ----------------------- 100.00 6.310 HSV3 C=120 462.77 0.0063 ------ ------------- 29.17 K= 0.000 P= 29.03 0.09 VELOCITY = 3.68 29.08 ------------------ 349.00 -------- 29.1-3 ----------------- INS/?F CAA= 100.0 ---------- PT= 29.18 216.00 5.53 L/ob6MOVELOt ITY - 4.70 216.001=-. 565.00 ------------------ 3.85 ------ PE= FOR 'r 77 ---------- 452.77 33.66 K 73= 74.430 BOER ----------------------------------- FM7S ty/s,T 67-2y Icy/ ?EQG//?c'O itr U.(.ZW7RANCC- (??1 ?04o?o?aa GENERAL The Notifier 4800 Series Fire Detection Control Panels can provide multizone alarm detection and coded or noncoded alarm signaling. They comply with these specifications: Standard for Local Protective Signaling Systems, NFPA-72A Standard for Auxiliary Protective Signaling Systems, NFPA-72B Standard for Remote Station Protective Signaling Systems, NFPA-72C Standard for Proprietary Protective Signaling Systems, NFPA-72D' and are listed by these services: Underwriters Laboratories, Inc. Underwriters Laboratories of Canada Factory Mutual System California State Fire Marshall. The Canadian market panels are ULC Listed only and are covered in 20A-11-1. (The U.S. market panels are not ULC Listed.) A complete installation will include a basic con- trol panel, various mother and daughterf circuit boards, and perhaps other accessories. At this writ- ing, there are 27 different circuit cards available. More are being developed as the needs in the field change and grow. These circuit cards provide the flexibility that allows the 4800 System to meet a wide range of needs. Every 4800 System has the following components in common: the control panel enclosure, a motherboard, the power monitor card, the common circuits card, the main power supply, and the switch module. The first motherboard and the switch module are fac- tory-installed in the cabinet in all cases. Given these standard components, the following functions are present in every basic 4800 control panel: general alarm indication (two circuits), annunciation of system alarm and trouble activity - audibly by a buzzer and/or visually by LEDs, battery charging capability, ground fault detection, and auxiliary alarm system signaling capability. Not included with the basic control panel is any sig- nal initiation capability. After installing the desired initiator card, the system is minimally operational, since it will then include: one or more zones of signal initiation. -listed by UL only. tGenerally, you will find printed circuit boards referred to simply as "circuit cards". Unless a board is specially iden- tified as a motherboard, it is one of these daughter boards. January 1987 4800 Series Control Panels 2DA-lo-1 LISTINGS UDC ? „- FEATURES These are the general features that apply to the 4800 System overall. (Features of the various circuit cards and accessories are listed separately in their catalog sheets.) Design - Up to 30 user-selectable circuit cards, depending on panel used 4800-2 panel - 6 additional circuit cards, max. 4800-4 panel - 14 additional circuit cards, max. 4800-8 panel - 30 additional circuit cards, max. Motherboard backplane design reduces point-point wiring Switching - Disconnect switch to master box Fire drill switch Silence switch Reset switch Lamp test switch Circuitry- Power-limited (optional) Integral charging circuit for optional standby batteries internal trouble buzzer Automatic power supply switchover when optional batteries are installed, functions in either a brownout or total power failure Alarm re-sound C?+[3rf7- 0117?iilUr?X?`.bibu+-:D4eY-?O?fC1^ (l?rtf,7ib''C?;?Q?- fsolAr??li?fi'/ x 94 WITA"M " am tlla im@SO ?Q-1mra? 0 CJCI?GOQGQ0 I Imo'- (•YTi16/" .Q-.f ^<i,C-C?3/fJCaR?]Lr . c ems, r r ala 1.v, f&wQYA Wavkr ? im@ aflo"DO m e a asic' c Fig. 1. Location of Major Components Input/Output Signals- Two, supervised, Class B, 24 Vdc alarm output circuits Form C contacts available for common alarm and common trouble switching Auxiliary alarm system signaling available, Reverse polarity transmitter to remote station receiver, or Local energy master box circuit Supervision - Main power supply, including both inputs and outputs Auxiliary main and supplementary power supplies (outputs only) Brownout Supervision of circuit card presence - removal causes trouble annunciation Battery trouble (presence or low voltage) Ground faults (any wire-to-ground) Supervisory current meter, optional Master box connection Annunciation - System alarm (flashing red) Alarm silenced (yellow) System trouble (yellow) Individual trouble annunciation (yellow) for: alarm circuits, t and 2 (both open and short circuit) master box inoperative circuit card missing ground fault Power annunciation: ac on (green) ac low (yellow) other power trouble (yellow) battery trouble (yellow) Individual alarm (red) and trouble (yellow) for each zone Alarm loop(s) shorted (red), inside control panel LED indicators used for annunciation throughout System - Can be interfaced with the Notifier QS-II Firefighters Communications System CONFIGURATION Up to 30 circuit cards can be installed in a single control panel. These can be virtually any combina- tion of the different circuit cards available. In addi- tion, expander cabinets are available which will allow even further expansion. This makes it possible to tailor the fire alarm control system to the exact needs of almost any protected premises, large or small. Basic panels are identified by the number of motherboards that can be installed in them - two, four, or eight. Each motherboard can accept up to four circuit cards. The two standard circuit cards (PM-48 and CC-48R) are factory-wired for the first two slots of the first motherboard and inserted in the field. The main power supply is field-installed within the cabinet. The options, including circuit cards, additional motherboards, power supplies and batter- ies (within limits), and other accessories are all placed inside the cabinet. Each mounting slotof the mother- board has sixteen associated terminals for field wiring connections - eight in a terminal strip above that slot and eight below. The switch module, containing the five switches needed to operate the system, is mounted in either a black switch panel (4800-4 and 4800-8) or the deadfront door (4800-2). If the optional ammeter is included, it is located in the center of the switch module. OPERATION Operator control of the system is through the five switches of the switch module. Briefly, they are: SILENCE switch - allows an alarm to be silenced; de- spite this, any new initiating signal will cause the alarm to re-sound; also silences the trouble buzzer. RESET switch - restores the system to normal after an alarm. LAMP [EST switch - powers all the LEDs in the panel simultaneously to check for functioning. MASTER BOX switch - disconnects the master box loop, if present, when testing; also, it must be in the "disconnect" position in order to allow the FIRE DRILL switch to work. FIRE DRILL switch - sounds a general alarm when con- ducting a fire drill. 2 - CJ M OTI FI E R 20A-10-1 If the optional SUPERVISORY CURRENT meter is present, it should normally show a midscale reading, drop- ping to zero if trouble develops. The catalog sheets for the standard components -the PM-48 and CC-48R circuit cards, and the main power supply - provide a further description of their functioning within the system. Complete information on all aspects of operation of the 4800 System is found in the manual. APPLICATIONS A 4800 can be configured to meet the needs of most premises in which multiple zones of initiation are required, or in which zoned alarms must be pro- vided. 4800s can also be configured for most applica- tions requiring coded alarms and for single zone extinguishing agent release. With the modular con- cept, these various configurations can be obtained either singly or in combination. The motherboard design of the control panel allows appropriate circuit cards to be selected for the particular needs of a given premise, without purchas- ing unneeded functions and components. 4800 Sys- tems can be expanded, either initially or later, to allow an almost unlimited number of initiating and alarm indicating zones, as long as primary and sec- ondary power requirements are met. Provisions for cross-zoning, auxiliary control of fans, door holders, etc., supervision of otherwise unsupervised circuits, signaling to auxiliary alarm systems (including local energy master box signaling), remote annunciation - all can be included as needed or desired. The spe- cifics on the various functions and features available are best found by reviewing the current "Optional Components" catalog sheets for the 4800, as listed on the Literature Order Form and found in the Notifier SM-20 catalog. INSTALLATION The cabinet can be surface-mounted or recessed into the wall. Knockouts are provided on the top and sides of the cabinet for conduit fittings to accommo- date wire entry. Additional motherboards, intercon- nection cables, and related hardware are installed inside the cabinet before beginning the field loop wiring. After the mounting slots for the various cir- cuit cards are designated, the field loops are con- nected to the appropriate terminal strips of the motherboard. The power supply or supplies are mounted in the cabinet, along with the appropriate batteries, as needed; but the system should not be powered until all of the wiring is complete. When it is complete and its integrity verified, the circuit cards are inserted in their designated slots. Then the final connections at the power supplies are made. A series of initial tests are conducted to insure proper functioning of the system. When this has been completed, the system is ready to be put into service. Power-limited versions reduce installation costs. With power limiting, field wiring need not be run in expensive conduit for most applications. SPECIFICATIONS ElectricaP Input power to panel Voltage. .......... ... ......... ... 120 Vac nominal Current _...__.._..._._...... 1.2 A max. at full load (with one single output power supply) 2.0 A max. at full load (with one dual output power supply) Frequency _......_ 50/60 Hz Current outputs - see Power Supplies specifications, 2OA-20-1 and 20A-30-1 Standby Batteries, optional Voltage... ... __ 24 Vdc nominal Type .. ......... .__......... .._. ..___..._. gelled electrolyte Alarm Indicating Circuits' Voltage... ... _ .24 Vdc nominal, f4 Vdc, full wave recti fied, unregulated, w/42 VP Current, per circuit . _ .... .... _.....1.5 A max. (fused) End-of-line resistors .... ... _ ........ 4.7 kf1, ±10 `X,, V/ W Reverse Polarity Transmitter' Voltage 24 Vdc nominal, t4 Vdc, full wave recti fied, unregulated, w/42 VP Current .......24 mA max. (shorted) Local Energy Master Box Cvcu it3 Box resistance... ... .......... _ _. 14.5 - 20.0 D Box trip current 0.25 A max. Operating voltage ........ _24 Vdc nominal, full wave rectified Auxiliary Contacts, Common Alarm and Common Trouble (Form C dry contacts) ac rating.... _......-_. - ...... ..... 120 Vac, 1 A max. do rating............ ...28 Vdc, 2 A max. Mechanical 4800-2 cabinet- _.. _21.0° x 17.0" x 7A" (53.3 x 43.2 x 17.8 cm) 4800-4 cabinet _.._._....__.......... .. ___ ... 27.0" x 27.0" x 7.0" (68.6 x 68.6 x 17.8 cm) 4800-8 cabinet ___...___.. ........ ..........43.0" x 27.0° x 7.0" (109.2 x 68.6 x 17.8 cm) SFF-2 mounting trim.. __......... . .___..___...... 23.1" x 19.1" (58.7 x 48.5 cm) SFF-4 mounting trim ....... . ..._ ..._.. ...... _ 29.1" x 29.1" (73.9 x 73.9 cm) SFF-8 mounting trim. . .. _........... . 45.1" x 29.1' 0146 x 73.9 cm) 'Derate by 10 % for 50 Hz operation. 'W'aterflow alarms must use a 2ZAU alarm card in the nonsilenceable mode in order to comply with NFPA standards 'Ether the reverse polarity output signal or the local energy output signal may be used at a given installation, but not both simultaneously. ORDERING INFORMATION The basic control panel includes: the switch module (installed) one motherboard with a terminating plug (installed) one PM-48 circuit card (not installed) one CC-48R circuit card (not installed) one main power supply PS24 series (not installed) one interconnection cable, main supply-to-motherboard (not installed). 20A-10-1 4j) MOTIFrER - 3 Full descriptions of the two circuit cards and main power supply that are part of a basic panel are found in their respective catalog sheets. Order accessories from the lists below and options from the various option catalog sheets. At minimum, a functioning 4800 System must include one optional signal initiat- ing card in order to be complete. 4800-2, Control panel, 6-card capacity, 3 A power ........... ...........512-9726 -, power-limited ............ ........_._........ ...........512-9771 4800-2-6, Control panel, 6-card capacity, 6 A power _... 512-9746 -, power-limited -------- ------------------------ ----- ......512-9777 4800-4, Control panel, 14-card capacity, 3 A power ......... ...........512-9715 -, power limited ...... ..... .................. .. ......... .512-9773 48W4-6, Control panel, 14-card capacity, 6 A power .512-9747 -, power-limited ................................. ..... ...... 512-9779 4800-8, Control panel, 30-card capacity, 3 A power --------- -----------512-9717 -, power-limited --------- ........................ ........... 512-9775 4800-8-6, Control panel, 30-card capacity, 6 A power -------- ........... 512-9748 -, power-limited ------- .......................... ........... 512-9781 48000-2, 4800-2 with system supervisory meter ----- .......... ......... .512-9727 -, power-limited... .. 512-9772 48000-2-6, 4800-2-6, power-limited, with meter ........ .. .......... .512-9778 48000-4, 4800-4 with system supervisory meter .... ..... _. .......... 512-9714 -, power-limited ................................ ............ 512-9774 48000-4-6, 4800-4-6, power-limited, with meter .. .... _ ..._.... 512-9780 48000-8, 4800-8 with system supervisory meter .............. ....... .... 512-9716 -, power-limited .---------- -------- ---- 512-9776 48000-8-6, 4800-8-6, power-limited, with meter .... __. ............ 512-9782 NOTE: The -8 basic panels include only one MMP-48 (installed). To expand this panel to full capacity, order a second MMP-48, separately. Additional PM-48 and CC-48R cards for the expander cabinets are unnecessary, and not included. Use auxiliary main and supplementary PS24 power supplies to fill their power requirements. The -8 expander cabinet includes only one MMP- 48 (installed) like the -8 basic panels. To utilize the second half of its capacity also requires a separate MMP-48, as above. motherboard mounting plate, MMP-48 (w/MB-48) banery shelf, DBS-48 Fig. 2. Optional Internal Expansion Accessories 4 - i'j MOTIFIER 20A-10-1 MECHANICAL ACCESSORIES Model No. Description Order No. SFF-2 semiflush mounting trim, for 4800-2 512-9663 SFF-4 semiflush mounting trim, for 4800-4 512-9664 SFF-8 semiflush mounting trim, for 4800-8 512-9665 DBS-48 doublewide battery shelf 570-8936 EXPANSION ACCESSORIES MBA-48 motherboard (MB-48) with mounting hardware 512-9728 MMP-48 for 4800-8 and 4800-EX-8 only - additional motherboard mounting plate with mounting hardware (includes one installed MB-48) 401-0021 JC-12 interconnection cable, 12" 421-1828 IC-24 interconnection cable, 24" 421-1829 JC-36 interconnection cable, 36" 421-1830 JC-12P interconnection cable, with non-bused power leads, 12" 421-1842 IC-24P interconnection cable, with non-bused power leads, 24" 421-1843 JC-PS interconnection cable, main supply-to-motherboard, replacement 421-1840 TP-48 terminating plug, replacement 401-9983 4800-EX-2 expander cabinet, 2-motherboard 512-9718 4800-EX-4 expander cabinet, 4-motherboard 512-9719 4800-EX-8 expender cabinet, 8-motherboard 512-9720 ENGINEERING SPECIFICATIONS The basic foe alarm control panel shall be installed as a wall-mounted enclosure, which shall be surface mounted/recessed (specify which). The enclosure shall be equipped with a locking front door attached by means of a continuous piano hinge. All component circuitry shall be mounted within the enclosure The control panel shall beef an expandable, modular design -specifically a motherboard/daughter board, printed circuit board design. All field wiring shall be connected to the control panel circuitry via saddleclamp screw terminals on the motherboards. The motherboard shall be capable of accepting all daughter boards (commonly referred to as "circuit cards") interchangeably, provided appropriate field wiring connec- uons are made at the designated points for that circuit card. All circuit cards shall be supervised for their presence on the motherboard, such that the removal of any one or more shall cause a trouble condition to be annunciated. Provision shall be made for a test plug or other device that shall allow service technicians to ohti m readings from test instruments in the field of actual voltages of the major circuits of the control systems while it is in operation The test points for this provision shall include, but need not be limned to, the following: power supply common return,a common positive, common alarm, annunciator test, reset, common trouble, pulsed alarm (shall provide an indication that shows, when the system is in alarm mode, whether the present alarm is sounding or silenced), silence bus (shall provide an indication that shows when the silence switch has been operated), circuit card presence supervision, and collector supply voltage (VCC). (If more than one motherboard is used -) The motherboards shall be interconnected with plug-in cables which shall provide busing of all common signals and power, except for certain cables specified on the drawings, or otherwise specified, which call for non-bused power leads. These exceptions shall he for the purpose of isolating the power requirements of groups of motherboards such that no group shall exceed the capability of the power supply output which is supplying it with power. All motherboards shall be identical and interchangeable prior to the installaton of circuit cards and field or other wiring. The annunciators for all field circuits shall be displayed through the faceplate of the enclosure's front door. There shall be provision for a lettered label for each annunciator so displayed identifying the zone/designation and/or condition. Provisions for other annunciatorsAisplaying the condition of other features which may be described below shall likewise be made These labels shall be a standard product of a manufac- turer, with permanent lettering of good graphic quality which enhances the appearance of the faceplate Lettering with embossed tape shalt be expressly forbidden. The basic control panel shall include five operating switches - a silence switch, a reset switch, an annunciator test switch, a master box circuit switch, and d fire drill switch. Their functioning shall be controlled by circuitry described separately below, which shall be provided with the baste control panel The control panel system shall have a power supply or supplies having sufficient power capabilities, and with their various outputs properly distributed and utilized, such that the system shall meet all applicable provisions of the NFPA 72 Standard appropriate to this installation and all requirements of Underwriters Laboratories pertaining to power supplies and their installation. When this system is fully installed and before it is turned over to the owner/user as being fully operational, it shall have been operated at full power in the manner and far the period described in the manufacturer's instruction manual as the "Full Power Test." This system shall meet the requirements of and be listed by Underwriters Laboratories Inc (and-add any other authorities as applicable). (To complete the Engineering Specifications of this system, add the Engineering Specifications of the main power supply, of the PM-48 circuit card, of the CC-48R circuit card, and of all other optional components of this system, including all the field devices, as found at the end of their respective catalog sheets, here.) 2OA-10-1 l9 NOTtntea - 5 N 0 Li GENERAL January 1987 20A-31-3 - 4ZATX L; Four-Zone Detector Cards with Alarm and Trouble Outputs LISTINGS 89 0 The 4ZATX provides for connection to non- powered detector loops and supplies alarm and trouble outputs from powered relays. The output signals may be either panel power or panel common, selectable by an on-card jumper. FEATURES Four class B zones on each card Power-limited circuits Common alarm and trouble reporting Alarm and trouble LEDs for each zone Connects to nonpowered, normally open contact devices Loops are fully supervised Supervised for card in place Zoned alarm and trouble outputs, high/low selectable OPERATION A short in any input zone causes an alarm in that zone and activates the common alarm circuitry. Any normally open switched device can be used as a detector on a zone. An open in any input zone acti- vates the common trouble circuitry. A single fault will prevent alarm reporting from detectors located beyond the fault. An alarm or trouble in any zone will also activate the corresponding alarm or trouble relay for that zone. The relay output may be high (panel power) or low (panel common) depending on the placement of an on-card jumper. All outputs on a card are the same, high or low; they can not be selected indi- vidually. APPLICATION Use the 4ZATX to connect to alarm-initiating devices with normally open, switchable contacts. It can be used with heat detectors, manual pull stations, waterflow detectors, and four-wire smoke detectors. The alarm and trouble outputs are most com- monly used to drive a remote annunciator, but may be used for other purposes, including operating audible devices and controlling auxiliary functions. To supervise the outputs, use the SUP-12 card. INSTALLATION The 4ZATX may be installed in any motherboard slot. All unused inputs must be terminated by a 4.7 kf) ±10 %, 1/2 W resistor (supplied) to clear troubles caused by an otherwise open circuit. A self- adhesive label is provided for placement next to the motherboard slot to identify the card that goes there. See Fig. 1. for terminal identification. ??.(?-7fi/F-3ii3r?(i ytl llI?l??ariG7Yt3 tU rrr?.]3afl2 tl.IItrtT?tn?i fhi 7?lki C-C,ISB,In?tT+Yi---'IYI??f,'il=t'i:?o7ul;y'Jt?"/ ---- /l ExKN r InL'.1 CW1,11 t,04 .ile'%?•s-.?7 'i W GT•D ('. ;C?i ; R(Fwv @Ciltill W a1AIM1 r, haul .if'. *rst§Mq;11 it *3?3ic '0 ? i?n._. \J'?? lY LnS c [XT--Ff j&-''o r,oW..t. I" 1w-1 Min; -vIj Cdr a?¢r?ti.Yi-;Y' a+7FigtlFxtOr. n.ir+Ti ; s'r0-c f4w? - ±T? ??i•tdi \ `JCIe r e]hL"?• y'u?SJI- rII=Jh1:7rY3"3, G{0 EYXI3IT(7YIOnX7 E Q 0.+I?YX-T?l `.C (lit? j„ u'AifrY=.t?.l', IyT,rt ls., tCl1( rYFIII t8t3' e u "Yj R77 _11C19 N%T 1191t7y le I?-Lft& TERMINALS 08?a?g 12345676 ANNUNCIATOR LABELS TROUBLE ZONE RLOLB 1 TROUBLE ZONE o TURN! z a (I I'I r6r 1TROUBLE ZONE U I, I?byposs 10 ALARM 3 © TROUBLE ZONE r )u be mbel ALARM re 4 Quad) (D = yellow LED @= red LED 9 10 11 12 1314 15 16 ®€30m60?9 JUMPERS (arcmt card) TERMINAL AND JUMPER IDENTIFICATION OUTPUT SIGNALS, 1.8 Choose one - COMMON OUTPUT Connect on card jumper lead to 11 +24 V OUTPUT, Conned oncard jumper lead to 12 Iratmg. 24 Vdc, 1.0 A ma,.) -umupar.aed 1 -Alarm CIRCUIT 1 R -Trouble 3 -Alarm 1 CIRCUIT 2 4 -Trouble 11y I 5 -Alarm i CIRCUIT 3 6 -Trouble J 7 -Alarm } CIRCUIT 4 8 -Trouble DETECTOR LOOPS, 9.16, power limited Open circuit voltage - 24 Vdc nominal, full wave readied Shoo circuit current - 5 mA 9 CIRCUIT 1 10 - 11 l 7 CIRCUIT 2 1 - 13 1 CIRCUIT 3 14 - 15 CIRCUIT 4 6- A - Low going (power supply common) output signal selector J2 - High-going (@4 V) output signal selector -Supervised Fig. 1. Terminal Identification. SPECIFICATIONS Physical Fits any 4800/4885 motherboard slot Electrical Open-circuit loop voltage, max.. 28 Vdc, unfiltered, unregulated, with 42 Vp Short-circuit loop current, max... - 5 mA Loop resistance, max....__..__...._____ ...._....._--....1.5 k(1 End-of-line resistor required..._ .__....4.7 kit ±1o %, 112 VV Battery Power Current Requirements- Normal condition ._...20 mA Trouble ..................... ._ -_ ... .... ". ___.._ ___ .... 20 mA +40 mA for each zone in trouble Alarm ........ ....... ... 20 mA + 40 mA for each zone in alarm Output Source Voltage ._.._.. . ... -....... 24 Vdc, panel power Output Source Current, max.. .. ... 1 A @ 24 Vdc Output Sink Voltage ... 0 Vdc, panel common Output Sink Current, max. 1 A @ 24 Vdc Environmental Operating Temperature Range 32-120 OF (0-49 aC) @ 10-90 % relative humidity (noncondensing) ORDERING INFORMATION 4ZATX Four-Zone Detector Card with Alarm and Trouble Outputs...... _._...410-1738 2 - * NOTIFIER 20A-31-3 %wer Limited - - Manual I V Staeon r Heat ? ? ? Detecor four-W o, Smoke Detector Contacts Four-Wire Smake Detector Contacts 47 kA t10%, 'h W and-of-Ime noolor PM 401 1028 All inputs whet her used o not must be terminated with a 4 7 kO ±10 %, 'h W end-aP line resistor Fig. 2. Typical Zone Wiring. TROUBLE I T ALARM 1 OUT INCANDESCENT eeaomgee • P524 Series Power Su ANNUNCIATOR , r ,ts,strr PPM \ O O if X 14 LED el L-3 ANNUNCIATOR H N° 0 O O 960mo06@ a®9sage9! LAMP TEST POWER SUPPLY COMMON SWITCH I NOTES Current required by each annunciator must not exceed 200 mA LED annum- actors cannot be supervised because the supervision current will light the LEDs fig. 3. Typical Application. ENGINEERING SPECIFICATIONS The fire alarm control panel shall contain (specify quantity) circuit cards for connection to nonpowered detectors in a class B configuration. Edch such card shall provide for connection to four detector zones, each independently supervised and annunciated by its own on-card, vellow LLD. Alarms shall also be annunciated independently by zone by separate, on-card, red LEDs. All on-card annunciators shall be visible when the control panel is shut. and each shall be identified by a printed label as elsewhere specified. An alarm, caused by a short, in any ,one shall activate the panel common alarm circuitry, and a trouble, caused by an open, in any zone shall activate the panel common trouble circuitry Each card shall also contain zoned alarm and trouble relays to control alarm and trouble functions by zone. Functions controlled by each alarm and trouble output relay shall be as elsewhere specified. Outputs shall be high/low selectable by placement of an on-card jumper to facilitate connection to circuitry having either positive or negative common. 20A-31-3 0 MOTIFIEw - 3 0) a quo 1130 It L?2p GENERAL The ZDS-8 zone disconnect switch card contains eight user-definable switches for use with 4800 control panels. FEATURES Eight supervised switches Versatility Easy installation User-definable functions OPERATION Each switch is a double-pole, double-throw (DPDT) switch. When actuated, one side opens the user's cir- cuit; the other side opens a supervision loop. A common trouble is annunciated at the control panel as long as a switch remains in the disconnect position. APPLICATIONS Use the ZDS-8 to disconnect circuits for mainte- nance, tests, or fire drills. Typical applications include: disabling door holders or fans for servicing, disconnect- ing output circuits during fire drills, and disconnecting a remote station transmitter or master box circuit. Two switches may be used together for disconnecting class A circuits. All switches are supervised. INSTALLATION The ZDS-8 installs in any slot on a 4800 mother- board. We suggest installing it in the last slot (S4) to make the switches more accessible. Field wiring con- nects to the motherboard terminals. Refer to Fig. 1. for terminal identification. February, 1985 aoA-34-10 ZDS-8 Zone Disconnect Switch Card LISTINGS L? -ERt?• I? •LY?-- "i u?YLa tb ill. `O- (GO r?fl (b7 Q? -?r y4a3i51 "t?'+Da ?Z.1^?7 ??ouxl?L?L3.cxma?y?aac? ??-,?m cr??tu?atx???c? ((??J [?C?0I?0QQ? I?s+moaa?ytx?oomo?y, caea,ctx->xx ro ? MW iWA wa. Gm p do aJ ¢? c Gr o rz ,,. , c .,r e ava?Im low.-?.? SPECIFICATIONS ORDERING INFORMATION Electrical Model No. Description Part No. Maximum current------------------------------- 3.0 A @ 28 Vdc ZDS-8 Eight-Zone Disconnect 2.0 A @ 120 vac Switch Card 410.1875 Current consumption----------------------------------------- none TER MIN ALS 2 1 23 45 676 SW1 , 3 4 SW2 5 6 SW3 . 7 y r 6 SW4. . 0 SWS 11 1 2 bYPass jumper 13 (to be removed) 14 SW7 •• 16 Y- r_ card in place 16 )--? supervision Swa 9 10111 213 141516 ' NOTE: The bypass jumper must be removed. Failure to remove it leaves the switches unsupervised. Fig. 1. ZDS-8 Terminal identification and Schematic ENGINEERING SPECIFICATIONS The fire alarm panel shall provide user-definable disconnect switches on a circuit card which may be used to disconnect input or output cir- cuits to conduct maintenance, tests, or fire drills All switches shall be supervised and shall cause a trouble to be annunciated when placed in the disconnect position 2- & NOTIFIER GENERAL The 2ZAU circuit card is the most frequently used alarm indicating card for 4800 control panels. It provides two zones of alarm signal outputs. Each output can be wired in either Class A or Class B. Each is fused and controlled by a separate input signal. FEATURES Functions - Two, fully independent, fused alarm output zones (can be field wired to activate simultaneously from common alarm bus for general alarm systems) Independent field setting of silenceability for each output zone Independent field setting for fire drill/test activation for each output zone Sw,iches - Silenceable/nonsilenceable, zone 1 Silenceable/nonsilenceable, zone 2 Drillable/nondrillable, zone 1 Drillable/nondrillable, zone 2 Drill input polarity Annunciation - Trouble L Alarm Zone 1 Trouble 1 Zone 2 Alarm Supervision - Open or wire-to-wire short circuit on zone 1 Open or wire-to-wire short circuit on zone 2 Circuitry - Each output can be wired either Class A or B, independently Individual field loop power inputs Accepts either polarity fire drill/test signal, switch- selectable: for high-going (+6 to +28V) for low-going (power supply common) Card removal causes System Trouble indications from control panel Other - Can be installed in any card slot OPERATION Power for the field loops is inputted to separate, independent terminals, one pair for each loop. When an initiating signal from the system's detector loops is received at the panel, it causes the 2ZAU to apply this field loop power to the field loops, thus operating the alarm devices on those loops and sounding the alarm. If the card detects a short on a loop, it will not apply power to that loop. A separate input on the card for a drill signal allows the two output loops to be operated by the panel's Drill/Test switch. Each February 1906:1054 2OA-32-1 2ZAU Two-zone, Class A or B, Universal Alarm Card usmncs U` ® H tt MIrshill! T654)a 3] loop is preset as either drillable or nondrillable by a switch on the card. If drillable, the drill initiation polarity switch must be set to match the input signal: "+" for high-going (+6 to +28 V) -" for low-going (power supply common). Each loop is also preset as either silenceable (by the panel's Alarm Silence switch) or nonsilenceable. One terminal of the card accesses the panel's bussed gen- eral alarm signal. This signal can be inputted to either or both loop circuits to cause an alarm to sound on that zone whenever the panel receives any initiating signal. APPLICATIONS The 2ZAU is used to provide two zones of alarm signal outputs, either Class A or Class B. It is espe- cially adapted to meeting variable requirements per zone, since each loop is separately operated and can be individually silenceable or nonsilenceable and drillable or nondrillable. The 2ZAU is suggested for use with certain models of these Notifier devices: Wheelock 34 series alarm horns 700117002 series strobe horns KMS series bells Wheelock 46 and 42 series bells If any other circuitry is being powered by the same power supply output that powers a loop, the 3.0 A rating of the alarm loop must be reduced by the amount of current drawn by that other circuitry. N9V @9U lk? _-@1;N '01• ) 0 _33'YYa 4,0 s . e R1t flnlb C • U?}r C r,.p11+I;J . o u X17 @@MIM ff4 (619 t4. "any a y 11101 @&Iay sir 8M a Olt~ &Qs al © 1. rg ?? G? 0 L?0 Q Q cv- M WCWa' j ct 1 ?^mta c-CC3y cdf-rpJrrKd ta.?a'. 'r,K tf ta,,, aXaYk' 9 9a 9@ fim ftL! a4, - s - , , - 6V ? @ Pup 0.t?? ? ?- rte- t l INX?Km a Q ??nrw? at crY?w-- ? txamcu?xt?;e a oo a?s?a r<..,p°;??r:?a: r INSTALLATION The details of installation are found in the 4800 System manual. Briefly, the card is inserted into the desired edge connector of the motherboard. The by- pass jumper for that slot is removed to enable card-in supervision, and the self-adhesive label identifying the card is placed next to the edge connector on the motherboard. The terminals of the card are identi- fied in Fig. 2. Alarm devices are connected to the alarm device outputs either in Class A or Class B, as shown in Fig. 4. Power connections for the loops can come from either separate 24 Vdc sources, or paral- leled to both loops from a single source. The control inputs are connected as required for either general alarm or zoned alarm. The drill input is connected to its terminal if appropriate. The switches on the card are set for silenceability and drillability as needed. See Fig. 3. If drill is used, the drill initiation polarity switch must be set to match the signal. Refer to Fig. 1 for the correct method of wiring for drills in a zoned alarm system. SPECIFICATIONS Initiating Signal Requirement 5100 to common upon alarm Initiate Input Circuits, Open Circuit Voltage +28 V, max., full wave rectified, unregulated Short Circuit Current 55 mA, max Loop Power input, Current Rating.... ...... 3. 0 A, max. @ 28 Vdc, max. (per zone) (external circuits) Alarm Device Output Circuits (per zone), Open Circuit Voltage +28 V, max, full wave rectified, unregulated Short Circuit Curren[ .. _......5 mA, normal mode (quiescent) 5.0 A, fused, alarm mode Current Rating 3.0 A max. DrIIVTest Signal Requirement, Low-going (drill switch on 5100 0 to common upon drill High-going (drill switch on +6 to +28 V upon drill Drill/Test Input Circuit (drill swit ch on "-"), Open Circuit Voltage _. _. ....+28 V, max„ full wave rectified, unregulated Short Circuit Current 95 mA, max. Supervision Thresholds, Open Circuit... ....... ... ?20 kf) Short Circuit. - _......-_ .51 kD End-of-Line Resistor, Class B alar m loops only .. ... _ ............ .. _ .. 4.7 1011, ±10 %, 1h-watt Current Consumption, internal circuitry only, Normal mode (quiescent) .....10 mA with trouble condition. ..... ......_add 10 mA per zone in trouble Alarm mode add 60 ITA per zone in alarm to normal mode value Current Consumption, external (external load varies, depending on devices and quantities, but cannot exceed "Loop Power Input, Current Rating" above) NOTE So DRILL INPUT POLARITY switch to "! " ZAU DRILL 2ZAU DRILL n IN I N 61611121911166 116111211111516 ee0 0000 aeo 0000 eta. -Yt 9006 e 1214 s e r6 (Alm U 5 6 00 a U 00 COMMON ALARM CIRCUIT 2 6 V It 12131415 16 Gabe@Q at mode - olo,m mode NOTE. The Auxiliary Relay (4 6) of CC 48R is actuated by the Pulsed Alarm Bus only (this bus activated by any initiating signal from any detector). Therefore, the connection via 5 and 6 prevents o general alarm from sounding when a zoned alarm 1s initiated, yet allows a general drill m be sounded when conducting a fire drill erred. Fie. 1. Fire Drill Connections in a Zoned Alarm System, 2ZAU. ORDERING INFORMATION 2ZAU Two-zone, Class A or B, Universal Alarm Card.. .......... _....410-1925 2 - U ROTIFIER TERMINAL IDENTIFICATION TERMINALS 12345616 ANNUNCIATOR LABELS 2 I s °- OY TROUBLE I ZONE © ALARM 2 `bypass ? jumper (to be removed) Q = yellow LED ALARM DEVICE OUTPUTS, 1-8 Open circuit voltage - +28 Vdc max. Short circuit current - 5 mA max. normal mode 5.0 A max., fused, alarm mode, per loop Current rating - 3.0 max., per loop (see 13.16 below) 1-') OUT 2 _+ CIRCUIT 1 Supervised 3 } IN 4 - 5 _ +) OUT 6__ CIRCUIT 2 Supervised 7 IN 8-+? ALA2M INITIATING INPUTS, 9.10 Accepts low-going (power supply common) signal 9 - CIRCUIT 1 10 - CIRCUIT 2 11 - COMMON ALARM OUTPUT, a low-going (power supply common) signal 12 - DRILL INPUT, accepts either a low-going (power supply common) or o high-going (+24 V nominal) signal. Set Drill Input Polarity switch (SI-3) to match, EXTERNAL POWER INPUTS, 13-16 Q = red LED 24 Vdc- t4 V, 3.0 A max. (supply alarm devices, not circuit card) 13-+ 1 CIRCUIT 1 ) 14-- 9 10 11 12 13 14 15 16 9®5060®9 1S6-+? CIRCUIT2 1 -- -either filtered or raw full wave rectified Fla_ 2 Tnrminal and Annnnriatnr lAnntifiratinn. 27AI L FUSE, FUSE, Alarm Circuit2 Alarm Circuit 1 F2, 50A F2, 5.0 A. r? no Alarm Alarm Circuit Circ u0 No I N . 2 1 ) N Alarm Alarm Circuit Circuit No. 1 No. 2 MC NS NS = nonsilenceoble S = silenceoble F11-771 OO TROUBLE I ZONE ® auRM 1 Fio '!. Cwitrh and Fr rce Irlantifiratinn SILENCING DRILL CONTROL INMATING SWITCHES POLARITY SWITCH Funrtinn_ 77A11. RJ NOTIFIEfe - 3 4.] 4LI end-af-line resistor CHIMES CHIMES - HORNS CLASS A CLASS B k HORNS - BELLS BELLS used Alarm made im ? polarity hown Alarm made _ ®® __ _ polarity shown _ OUT IN OUT IN NOTES 1 All mdaaton must be polarized 2. Sequence and number (within various limns) of devices on loop is noncritical Fig. 4. Typical Wiring Diagrams for Class A and 6. ENGINEERING SPECIFICATIONS The two-zone Universal Alarm circuit card for the Notified 4000 control panel shall activate the appropriate circuit of its two alarm in di caring urcru is whenever an alarm mtuoung signal is applied to that circuit's controlling input, or both shall activate if a signal is applied to both inputs Activeled zones shall be onnuncaated by a steady red LED, labeled on the annunciator panel for the zone affected. Should a trouble condition develop on an alarm indicating circuit, a steady yellow LLD shall annunciate that condition for the affected circuit, that annunciator also being labeled on the annunciator panel The alarm indicating circuitry shall be supervised for both open and wire-to-wire short circuit conditions. An open circuit condition shall not prevent operating power from being applied to that alarm indicating circuit if an initiating signal is received. A wire-to-wine short circuit shall, however, prevent that affected circuit from having operating power applied until the shorted condition is corrected. Each circuit shall be fused. Activation of alarm indicating circuits by initiating signals shall be latching (requiring the panel and initiating device to be reset before normal mode operation is restored). Each circuit shall be field programmable for sidenceabdrty. If pro- grammed to be sllenceab1c, all subsequent alarms shall re-sound despite the alarm indicating circuit having been silenced for the preceding alarm Activation of alarm indicating circuits by a drill/test signal shall be noulatching (causing the circuit to restore to normal immediately upon cessation of the input signal). Each circuit shall be field programmable for drillabihty 4 - qIf MOTIFIERR GENERAL The Fenwal DH-22 air duct detector housing installs in HVAC air ducts to detect smoke and warn of its presence. Auxiliary contacts provide alarm, supervisory and control functions. The detector housing accepts either Fenwal PSD-7121 photoelectric or CPD-7021 ionization smoke detectors. A transparent smoke chamber permits wide-angle viewing of the detector alarm indicator and inspection of the detector mounting area without disassembly. Air sampling tubes extend through the housing wall into the ducts. FEATURES Three field-selectable configurations- two-wire 24-Vdc operation four-wire 24-Vdc operation single station ac operation Nonpolarized Uses Fenwal PSD-7121 photoelectric or CPD-7021 ionization smoke detectors Optional remote indicator, relay test, and reset Transparent inspection port Attractive, rugged and compact, steel housing OPERATION The DH-22 use two sampling tubes: one of vary- ing length for air inlet, and a 12" exhaust tube. To ensure uniform sampling of the air in the duct and minimize the effects of laminar flow and stratifica- tion, select an inlet sampling tube as indicated in Table 1. Sampling tubes in a variety of standard lengths are available to suit most applications. Smoke reaches the detector through the sam- pling tubes. The detector alarms and activates the auxiliary contacts in the duct housing when it detects smoke. Two sets of Form C contacts are available. One set transfers on alarm; the other set is field pro- grammable to transfer on alarm or trouble depend- ing on the application. There is also a set of Form A alarm contacts available by cutting a wire. APPLICATION Use the DH-22 duct housing for air velocities from 500 feet per minute to 3,500 feet per minute. Its sensitivity is uniform over the specified velocity ranges, so it requires no adjustments for operation at specific air velocities. Install the housing only on ducts with a minimum depth of eight inches. ACCESSORIES Accessories add to the versatility and flexibility of the DH-22 duct housing. They provide a remote alarm indicator, a test and reset keyswitch, and a March 1987 411E-1-1S Fenwal DH-22 Air Duct Detector Housing usnrvaS L 90,2-4=0741% ffm remote power indicator for four-wire do and single- station ac configurations. Remote Alarm Indicator, RAI-2 (p/n 545-8945). The red annunciator is on when the detector is in alarm. Bipolarity of the annunciator LED allows nonpolarized installation. The RAI-2 may be used in any electrical configuration: two-wire, four-wire, or ac. Alarm Current: 15 mA at 24 Vdc nominal. Remote Alarm Indicator/Key Switch, RCM-500 (p/n 545-8946). The red annunciator is on when the detector is in alarm. Bipolarity of the annunciator LED allows nonpolarized installation. The momentary key switch actuates the alarm relay and annunciator or resets the alarmed detector. Alarm Current: 15 mA at 24 Vdc nominal. The keyswitch does not de-energize the self- contained supervisory relay when used with four- wire do or with ac configurations. Remote Power/Alarm Indicator/Key Switch, RCM-601 (p/n 545-8947). The green annunciator is on in power-on condi- tion. The red annunciator is on when detector is in alarm. Bipolarity of both annunciator LED's allows C"7 gtit?iiW i1mL?33-r?.raL=-YC?tb Gf-]'.O Qr1a-IlrlEil?.?(W q;pY -• •u' t??0o U091 a o'uGZyM ono c(• ?Jtft ?Lo a r fog WT• , (D? at- m o; Nwmw E? r rr?t fwr r rr? ?zeo 41M P 00 CJ O?t?O [ 0 Q Q a m?fcexoor?mc?rcu 111w r1tY r - • . - G.YII E • nFy O-G aA" % @Pt?w WIP19 r9 n@. b% Gqd C 1 . ^rgve>?u ; CrRarnu r. ta?trnw? uT1tC?, QTfi?3 ??.tXBita](??,C-7^?76h7 W1t'91e{U1.?fftal, 101-fT?lYl•--• •"•"' ?n•'0 • a a:e? ( 1 2 33{ 4 55 t6 ]]j{ (?88 p9? ,1100p 111?1 r1122? 13 ROOM V,yU. ? m) Jll 1of ! 5 y Vh ? 24 - Vac I gray in 1v3 wire efle e 1 !2 D C R A NOTES: Cut gray wire for pigtail leads to NO alarm contacts. For c configurations connect output of ACA 200 transformer to 24 Vac in quick connect tabs. JUMPERS CONFIGURATION WI W2 W3 Two-woe do D B cut Four-wire dq built-in supervnary relay c A cut Four-wire dc, external sopervoory relay D B cut Single station ac, no failsale C A uncut Single station as, failsafe D A uncut TERMINAL IDENTIFICATION 1 DC IN/OUT, common 2 DC IN, 18-32 Vdc filtered, 20 % ripple tolerance 3 DC OUT TEST, connects to remote keyswitch; other side connects to DC OUT REMOTE ALARM LED, I-) REMOTE LED COMMON, (i) REMOTE POWER LED, I-I, lour-wre do and single station ac configurations only 8 NC 9 NO Relay K1, hold programmable output 10 C 11 NC 12 NO Relay K2, alarm contacts 13 C Fig. 1. DH-22 Terminal and jumper Identification nonpolarized installation. The momentary key switch functions as described under RCM-500 above. The RCM-601 can be used in four-wire do or ac config- uration only. Standby Current: 15 mA (green LED) at 24 Vdc nominal. Alarm Current: 30 mA (green LED plus red LED) at 24 Vdc nominal. AC Wiring kit, ACA-200 (p/n 545-8948). This 120-Vac transformer assembly adapts the DH-22 for ac operation. It installs inside the DH-22 housing. Alarm current ............_.......100 mA max. Contacts' - Relay K1 - alarm actuated Relay K2 - alarm actuated During power on, both relays are normally de-energized; contacts transfer on alarm. Four-Wire DC Operation. Input voltage'..... ......... Ripple tolerance.... ........ Alarm current ................. Contacts' - INSTALLATION Each DH-22 contains complete instructions for locating, mounting, and field wiring. Mounting the housing requires four holes for the mounting screws and two for the sampling tubes. Sampling tubes may have to be cut to an appropriate length. All wiring connects to terminals inside the duct housing. The housing has three conduit knockouts to facilitate wire entry. All accessories have bipolar components for easier wiring and mount to standard 2" x 3" outlet boxes with a minimum depth of 2 inches. SPECIFICATIONS Physical Dimensions (HWD) ................. .................. 10.0 x 8.0 x 4.5 in. (25.4 x 20.3 x 11.4 cm) Electrical Two-Wire DC Operation. Input voltage'.. .. ........... .... _.... _. _... 18-32 Vdc, nonpolarized Ripple tolerance- _.. ........ _...._....... ...... 20 % max. Standby current . .......... 100 yA @ 24 Vdc Alarm impedance ....._........- 300 D (with remote alarm LED) 18-32 Vdc, nonpolarized ....................... 20 % max. . 100 mA max. @ 24 Vdc With self-contained supervisory relay Standby current ........ .._.. _ ......................... 40 mA @ 24 Vdc + 15 mA for RCM-601 Relay K1 - alarm actuated Relay K2 - trouble actuated During power on, Relay K1 is normally energized; contacts transfer on removal of detector from housing or failure of 24-Vdc power supply. Relay K2 is nor- mally de-energized; contacts transfer on alarm. With end-of-line supervisory relay Standby current ....... ....._........ ...... .......... 100,UA @ 24 Vdc + 15 mA for RCM-601 Relay K1 - alarm actuated Relay K2 - alarm actuated During power on, both relays are normally de-energized; contacts transfer on alarm. External supervisory relay is normally energized. Removal of detector from housing or failure of 24-Vdc power supply de-energizes it, causing an open circuit in initiat- ing loop. 2 - & NOTIFIER 20E-1-15 Single Station AC Operation. Requires self-contained transformer ACA 200 ION 545-8948) Input voltage ------------ ...._......... ....... .... 95-135 Vac, 50/60 Hz Contactst - Standard operation Failsafe operation Relay K7 - alarm/trouble actuated Relay K2 - alarm actuated During power on, Relay K1 is normally energized; contacts transfer on alarm, removal of detector from its housing, or failure of ac input. Relay K2 is normally de-energized; contacts transfer on alarm only. Relay K7 - trouble actuated Relay K2 - alarm actuated During power on, Relay K1 is normally energized; contacts transfer on removal of detector from housing or failure of ac input, but not on alarm. Relay K2 is normally de-energized; con- tacts transfer on alarm. Environmental Operating temperature range ........ 32-120 OF 0-49 °C @ 10-90 `>o relative humidity noncondensing 1. Use filtered or both filtered and regulated do power. 2. All contacts rated 1.0 A @ 120 Vac or 2.0 A @ 24 Vdc. ORDERING INFORMATION DH-22, Duct Housing-.- .................._....._-.-- .--._..545-8944 RAI-2, Remote Alarm Indicator ............... .........545-8945 RCM-500, Remote Alarm Indicator/ Key Switch ............................................ ......... .__....545-8946 RCM-601, Remote Power/ Alarm Indicator/Key Switch ................... .........545-8947 ACA-200, AC Wiring kit ............................... ......... 545-8948 S-1, 1 ft. sampling tube .... .................. ........... .........545-8949 S-4, 4 ft. sampling tube .... ............................. ......... 545-8950 S-6, 6 ft. sampling tube ---- ........... ................. ...... ...545-8951 S-10, 10 ft. sampling tube .... ......................... ......... 545-8952 NOTE: CPD-7021 series and PSD-7121 series smoke detectors must be separately ordered. OVERALL SAMPLING TUBE DUCT WIDTH REQUIRED less than 2' S-1 2'-4' S-4 4'-6' S-6 6'-10' S-10 Table 1. 20E-1-15 irf NOTIFIEN - 3 Fig. 2. DH-22 Assembly Diagram ENGINEERING SPECIFICATIONS The air duct detector for the fire and smoke detection system shall be a Fenwal DH-22 equipped with a (Fenwal PSD-7121 photoelectric/ Fenwal CPD-7021 iomzaton Detector Head) (specify one). The detector shall provide detection of combustion gases and smoke in air condition- ing ducts in compliance with "Standard for the Installation of Air Conditioning and Ventilating Systems," NFPA 90A, of the National Fire Protection Assoclaton The detector shall be UL Listed specifically for use in air handling systems. The detector shall operate at air velocities ranging from 500 feet per minute to 3,500 feet per minute without requiring compensation for operation at specific air velocities. A sampling tube of sufficient length shall be provided so that it can be cut to exact length at the installation site to match the duct width when installed. The detector may be field programmed to any of the following functional configurations. A. two-wire do operation B four-wire do operation, using a built-in supervisory relay, or an end-of-line supervisory relay C. single station ac operation, using a built-in supervisory relay, or in a failsafe configuration Detector housings not providing field-selectable configurations and interchangeability of photoelectric and ionization detectors shall not be acceptable. The detector shall be capable of functioning in conjunction with the fire detection system control equipment to either directly shut down the air handling devices or to accomplish shutdown via the fire detection system control equipment. Either two-wire or four-ere mtereonnec- him to the control equipment in Class A or Class B supervisory configuration shall be available. Power shall be derived from the systems control unit when the do power option is utilized. System connections shall be nonpolaroed. The duct detector shall interface directly with remote accessories such as the RAI-2 Remote Indicator, the RCM-500 Remote Alarm Indicator/Key Switch, and the RCM-601 Power/Alarm Indicator/Key Switch All remote annunciator LED's shall be bipolar to permit nonpolar- ized field connections The key switch shall provide reset and detector alarm relay test functions. The detector housing shall be equipped with an integral mounting base capable of accommodating either photoelectric or ionization detector heads. The housing shall be equipped with a transparent viewing port which shall permit viewing of the detector head Alarm/Power- On indicator at viewing angles of up to 00 degrees off normal and shall permit inspection for cleanliness inside the detector head mounting chamber fhe detector indicator shall glow red during alarm conditions The duct detector housing shall be painted steel and shall contain three knockouts. The housing shall mount directly to the outside of the duct. Gaskets shall be provided to seal the openings where the sampling tube and return tube enter the duct A template shall be provided for locating the necessary holes in the duct. Only circular holes shall be required to mount the unit. Complete installation instructions shall be provided with the unit. Terminal connections suitable for connection of 12-18 AWG wiring shall be provided. Wiring shall be housed in conduit except where local codes permit other constructions Installation and wiring shall conform to the requirements of the National Electrical Code, local codes, and applicable specific system drawings. The number and location of defectors shall be. in accordance with local code regulations. 4 - (LJ NOTIFIER 20E-1-15 I J ? OI?s H_ L 7=5 GENERAL The PSD-7121 photoelectric smoke detector senses smoke from many kinds of flaming and smol- dering fires. It connects to two-wire or four-wire initiating loops, depending on the base. The PSD- 7122 is identical to the PSD-7121 except for the addi- tion of a thermal detector. FEATURES 3600 smoke entry Low-current design Standard base for interchangeability with ionization detectors Nonpolarized for wiring ease Test points for checking sensitivity Flashing LED indicates detector is working Functional test switch Tamper-resistant locking tab EMI/RFI resistant Optional; auxiliary relay remote LED OPERATION The PSD-7121 photoelectric smoke detector uses an infrared light source and photo-diode to detect visible smoke. Smoke entering the chamber scatters light from the light source. Some of the light reflects toward the photo-diode, which activates the alarm circuitry. 360° smoke entry characteristic permits maximum smoke response from any direction. To assure that the detector is functioning, a puls- ing LED (six flashes per minute) allows for visual supervision of the detector. Under alarm condition, the LED lights continuously at full brilliance. A unique gated output circuit design provides improved stability and transient suppression. Special signal processing techniques verify the presence of smoke before the detector will alarm. The actual sensitivity of the detector may be monitored with a 10 MSS peak-and-hold meter with- out removing the detector. In addition, a functional test simulates the effects of smoke entering the sens- ing chamber and causes an alarm. An insect screen protecting the chamber area is used to avoid potential nuisance alarms. Optional bases are available for auxiliary relay or remote alarm annunciation. March 1987 ME-1-16 Ferl PSD-7121 Photoelectric Smoke Detectors vas MA" Fire Mudd APPLICATION The PSD-7121 is suitable for installation in fire protection systems and systems intended for releas- ing service. It is rated for open area protection of 900 square feet. The PSD-7122 comes with a self-restoring thermal switch rated at 135 Of (57 °C). INSTALLATION Bases mount to standard 3" round boxes or plas- ter rings. With an adapter strap, they will mount to 4" octagonal or square boxes or plaster rings. For sur- face mounting, use Wiremold Adapter Box #5739. Nonpolarized circuit connections make installa- tion wiring quick, easy, and foolproof. The detector head installs into the base with a simple twist-lock action. A locking feature provides vandal-resistant security. For typical wiring see accompanying figures. l?Efit3i?T>?Cr?p„'=L'--r.?G"171?QJ a5EGfl ttrl?Br?EO?1rQ111??OX?t r?-??+?-" ?'J?yC?J r tag a,MOWWMW" (?Vbm (w @0mp0L ??? cl ??J CJ?0G30QQ? I?Iyt? ?oc?rm?yct3s fir, a?9c?nn?3r•?oad' -a To powered input zone ' land Now'., anhol parwl. an Q Q 1 (I) T Q Q W -- /? O t O L Oj 47kfl 3 ID% VvW end-o1 -V Lne msaor. 10Q 1O O R O Typical Wiring - 001 Base To remora LED Indicator T. pow red inpm cone on listed Noldher comol p==anel ^^O 1 1,2) Jumper between I and 2 and resistor between 2 and 4 factory maolled 4 7M ± 10% 'hW end at. line resistor Typicat Wiring - 002 Base Remote LED Indicator I l BROWN BROWN * J 24 Vd° BLACX RED BLACK RE BLACK RED BLA bsred end a4 Lne supervisory - y WHITE WHITE WHITE To any mpm zone on listed Nob6er control panel GRAY GRAY GRAY GRAY WE 4 7kC) 1 0% 'hW end of E C pr t ux ORANGE ry onracrs contacts W l YELLOW Relays shown in normal supervnory condition Typical Wiring - 101 Base, Four-Wire Applications 2 - ;(Irl\ NOTIFIER 20E-1-16 Remote LED Ili To powered input zone hued barber control panel Relays shown in normal supervisory condition 4 7kQ { 10% 'nw and alt line lesions Typical Wiring - 101 Base, Two-Wire Applications SPECIFICATIONS Physical Finish __..__ Off-white, textured plastic Spacing (smooth ceiling) . _ _ . _ .. _ ...... 30 ft apart Coverage (smooth ceiling) 900 ILL Dimensions-including base. .... 6 25 in. dla. x 3.31 In. 15.88 cm dla. x 8.41 cm Electrical Input Voltage .. 12-32 Vdc Maximum rms Ripple _<50% @ 24 Vdc <20% @ 12 Vdc Standby Battery Current Req uirements: Normal .... 60 pA aver age, 100 pA peak @ 24 Vdc 40 pA average, 60 MA peak @ 12 Vdc Alarm 10-100 mA with -001 base Auxiliary Contacts (-003, -101 bases only)... . . .. .... 2.0 A @ 24 Vdc 1.0A@120 Vac Current Requirements for Optional Bases -001 no additional current -002 ........ add 15 mA in alarm -101_........... .._..._. _..._-add 15 mA in alarm -101 w/ remote LED ... add 30 mA in alarm Environmental Operating Temperature ..0-100 OF -18-38 eC 0-85 % relative humidity (nollcondensmg) ENGINEERING SPECIFICATIONS ORDERING INFORMATION PSD-7121, Photoelectric Smoke Detector... ... 545-8958 PSD-7122, -with 135 OF thermal detector . 545-8959 Bases- 70-201000-001, Standard two-wirebase... ._545-8904 70-201000-002, Two-wire base with remote LED outputs------ ._ ........ _.... ...... _.545-8907 70-201000-101, Two- or four-wire base with SPDT auxiliary contacts and remote LED outputs _ ..._.......... __.__ ...... ... 545-8908 Other Accessories- sol Mounting kit for 4" boxes and plaster rings_ ..... _545-9002 RA-2, Remote LED indicator on single gang plate ......... .._ ......... .. _.545-8993 The comracmr shall furnuh and mmall where indicated on the plans phomelean, smoke d,leoc s, Fenwal Model PSD-7121 The combination detector head and twist-lock base shall he UL Imed comparable with a I II listed Lm alarm panel The base shall be directly interchangeable with Fenwal CPD-7021 iemearaon detector Thesmokadetectorshall have a Hashing un., indicating LEDbreuual eupernemn When the detector is actuated, the flashing LTD will latch on steady and at full brilliance. The detector rare be reset by actuating the control p mol reset switch The sensitivity of the detector shall be capable of being monitored without rl mural of the oeteaot head. Metering test points shall be accessible on the exterior of the de icia., head The vandal-reaslant, security locking feature shall he clad in chose areas as indicated on the drawings The lucking feature shall be field removable when not required It shall be possrhle to perform a functional test of the detector without the need of generating sni The test clothed must simulate effects of products of combustion to the chamber to ensure testing of all detector circuits Tofaohtate mstallatwn, thedeterrnr shall he oon-polarized fiv a sing a furnished wire jumper, it shall beposuble to checkurcot loop commuttypoor donating the detector head Voltage and KF transient suppression technic s shall be empioyed to mmrmiae false alarm potential A gated alarm output shall he used for additional detecror vabrh y, Auxiliary SPDT relays and/or remote 1 ED alarm indicators shall be installed where mdmoated 20E-1-16 ( R OTI FI E R - 3 L ---- --- GENERAL The Phoenix photoelectric smoke detector pro- vides excellent response to a broad spectrum of both flaming and smoldering fires. It is designed for a wide range of industrial and commercial fire detection and extinguishing applications. This detector features solid-state circuitry throughout. It also has a built-in test which simulates smoke to functionally test all detector optics and cir- cuitry. FEATURES Interchangeability interchangeable with Phoenix ionization detectors using the same base Maximum design and application flexibility Bases and detector heads sold separately Reliability Full 3600 smoke entry Unique labyrinth sensing chamber Solid-state circuitry Easy to Install Unique twist-lock base design Standard locking tab prevents unauthorized removal of the detector head Locking tab may be removed on site when not required Design Compact low-profile design and off-white color fit well with any ceiling insect screen, screw terminals, self-wiping contacts, and long-life alarm LED LED flashes to indicate power applied Optional Features 135 OF thermal sensor for backup response Remote test for inaccessible units Two- and four-wire models, 12 or 24 Vdc Relay mounting base for two-wire systems Form A or Form A & C contacts for relay base OPERATION The Phoenix photoelectric detector uses a solid- state infrared-emitting diode (IRED) together with a light-sensing photovoltaic cell arranged in a labyrinth assembly. This assembly permits free access to smoke but restricts the access of external light. Under normal, smoke-free conditions the detec- tor samples approximately every two seconds for less than one thousandth of a second. The photovoltaic, or smoke, cell in the optical frame is placed at an angle to the pulsed invisible light source. This smoke cell is sensitive to infrared light in the frequencies emitted by the ]RED light source and is enabled to receive a signal only when the [RED source is on. When smoke enters the chamber and reaches a nominal obscuration of sensitivity of 1.5 % per foot, I August 1986 201-2-21 Pyrotector Phoenix Series Photoelectric Smoke Detector LISTINGS ® mw= J ]25]d061 W light from the IRED light source is reflected onto the smoke cell which generates a voltage. This voltage activates the smoke verification circuit. If smoke is still present in the chamber following a ten- to fif- teen-second interval, the detector sends a latching alarm signal to the fire alarm control panel. The alarm signal also causes the power supervi- sion LED to latch on, and the relay to transfer if one is present. A momentary interruption of power to the detector resets it. APPLICATIONS This Phoenix photoelectric smoke detector is ideal for industrial or large commercial facilities requiring the best fire detection services. It is particu- larly well-suited for the commercial or office facility because its compact design and off-white color blend well with any decor. INSTALLATION The photoelectric smoke detector plugs into a twist-lock base and is interchangeable with other Phoenix plug-in detectors. Field wiring connects to screw terminals in the base assembly or to pigtail leads. All bases mount to a 4" octagonal electrical box. Two- and four-wire relay bases require boxes that are at least 4" deep. C?pEf"ittiSXl U? 1b3? ??, •ka'S; G?Et.T. t3'YnYa tliFii'?(31b+?'K't".t+?t?.l!Oin - GKoJ'11?I?s1 o u Z.Y??r ??? SGft-> -?iCl iTJCtt [?1t 3+ - I a .) IYf3 <i7u[?t @a"- qj CC-fh7l? O? % ?t=l'FYtO.i Lei-r67.L?' lit di'c SG?t 1"?@utb Cv7 7' ??? Lr?. ?l U p? Q ?n a (;°X7-39C7'4'?>C?Tr sjrY-?,)CCX]u^/i3w(t.C?"?1C.b"?.t+JUF?].?ds 7rF?6]IgOtJ:n„1]?'?i ??•"^°?^?»?3 amffio u- -oK:i Q QKxIBt +F aO irlQ ds b 7Tp NS7? TLS G? [} aK t,ia. "sawh t -zt<'i01RL (US-100, irwrSY- C i.L-TLi ?i,L• flh1 r QjiLr'jv (67 @TOG-' wu . 10 (?; !C??3a 0 4tri2".t 0, e . o . o SPECIFICATIONS Physical Mounts to standard 4" octagonal box; relay bases mount to 4" deep octagonal box. Color ---------------------- ................................. ....................... . off-white Electrical Standard Two-Wire (no relay) Voltage ......... ............. 16-32 Vdc or 10-16 Vdc Maximum allowable ripple (rms) .. ........ <20 % of do input Current requirements: Normal (typical) ............................ ............................ 100 PA Alarm .............................................. ...................... 25-90 MA Two- and Four-Wire with Relay Voltage .......................................... 20-27 Vdc or 12-16 Vdc Maximum allowable ripple (rms) .. ........ <20 % of do input Current requirements: Normal (typical, Two-Wire) 100 pA Normal (typical, Four-Wire) ...... ................................ 1 mA Start-up (about 0.5 sec., Four-Wire) 16 mA Alarm (Two-Wire) ........................ ....................40-105 mA Alarm (Four-Wire) ........................ .............................. 25 mA Alarm Relay contacts ...................... . 1.0 A max. @ 30 Vdc 0.5Amax. @120 Vac Auxiliary connection rating ................ .................100 mA max. Transient voltage protection ............. .. internally suppresses voltage >47 Vdc Two-Wire Alarm Reset Time 1s sec. Environmental Operating Temperature Range .......... ...................... 32-120 OF (0-49 °C) @ 0-90 % relative hu midity, noncondensing ORDERING INFORMATION Detector Heads 30492-4, Standard Two-Wire Detector, 24-Vdc .............. ............... ............................... .. 545-9010 30692-4, -with remote test option' ............ . 545-9014 30592-4, -with 135 OF thermal option ...... .. 545-9016 30792-4, -with remote test and thermal options ............... _.................................. ................. .. 545-9017 30494-4, Standard Four-Wire Detector, 24-Vdc ........................................ ............. ................ .. 545-9020 306944, -with remote test option'------------ --545-9024 305944, -with 135 OF thermal option ...... ..545-9026 30794-4, -with remote test and thermal options .................................................................... .. 545-9027 30492-2, Standard Two-Wire Detector, 12-Vdc ............. ............. .. 545-9030 30692-2, -with remote test option' ........... ..545-9034 30592-2, -with 135 OF thermal option ...... ..545-9036 30792-2, -with remote test and thermal options ............................................. 545-9037 304942, Standard Four-Wire Detector, 24-Vdc---------------------------------------------------- 545-9040 30694-Z --with remote test option'------------ --545-9044 305942, -with 135 OF th,,rmal option ...... ..545-9046 30794-2, -with remote test and thermal options..... - - - ......................- ......................... ..545-9047 Accessories Mounting Bases 92, Standard Two-Wire .................................... ..545-9090 R1922, Two-Wire with Relay, 12 V, Form A ..................... ..----------------------------------------- -- 545-9091 81924, Two-Wire with Relay, 24 V, Form A ........ ............... ........... ........ ............ .. 545-9092 R2922, Two-Wire with Relay, 12 V, Form A & C .............. ..................... ................... .. 545-9093 R2924, Two-Wire with Relay, 24 V, Form A & C..... ._.._..... .._.......... ........ .......---- -- 545-9094 R1942, Four-Wire with Relay, 12 V, Form A................ . _....... .......---- .......... ..- --. ..545-9095 R1944, Four-Wire with Relay, 24 V, Form A__.... ................. ... ...... ..545-9096 R2942, Four-Wire with Relay, 12 V, Form A & C ............ .......................... ............ .. 545-9097 R2944, Four-Wire with Relay, 24 V, Form A & C .............. ...................................... .. 545-9098 23-309-12, Remote Test/Indicator Station, 12 V ................................ .................. ..545-9120 23-309-24AB, Remote Test/Indicator Station, 24 V, 4W .......................... .545-9121 23-309-24C, Remote Test/Indicator Station, 24 V, 2W .......... ............ ............... ..... .. 545-9122 11-2348, Jumper Cable .......................................... ..545-9123 2040-12, End-of-Line Relay Module, 12 V .... .. 545-8802 2040-24, End-of-Line Relay Module, 24 V.... ..545-8300 0-16 nenr 20E-2-21 2 VARE CLASS"B' -NOTE: The vat. of the E.C.L.D. will varryy according to the number ct amoke detectors In the rose (Icopk Rabr m panel manufacturer Inatsuetlon manual for compatibility and minimum alarm currant and maximum standby (quiescent) current to d. a INIRE CLASS "B' BASE MOUNTING: All bases attach to a a"oclponal W(m i box. 2 wire and a M. relay bases require V octagonal deep boxes. Fig. 1. Typical Wiring Diagrams ENGINEERING SPECIFICATIONS The photoelectric smoke detector shall operate on a (two-/four-wire-specify) circuit it shall contain an LED alarm Indicator which shall Illuminate m signal an alarm and flash to indicate applied power. The smoke detector shall contain a smoke verification circuit for stable performance. It shall allow full 364° smoke entry and contain a funcuonal rest feature which simulates the actual generation of smoke to test froth the photo-optics and circuitry of the detector. The detector shall be equipped with a remote test/indicator feature which shall make it possible to check detector operation from a remote localbn. 20E-2-21 6OHMPMR-'6 I August 1986 Pyrotector Phoenix Series Ionization Smoke Detector 90E-2-20 MOW are Magid 8187256306:108 GENERAL The Phoenix ionization detector provides quick, reliable early response to products of combustion normally associated with fast burning fires. It oper- ates reliably even at the high air velocities found in today's computer rooms and electronic assembly areas. Reliable and versatile, the Phoenix ionization detector is suitable for a broad range of industrial, commercial, and institutional applications. It features solid-state circuitry throughout and a built-in test which simulates smoke to functionally test all detec- tor circuitry. In addition, the actual sensitivity of the detector may be checked with a 10 MCI meter without remov- ing the detector from its base. Available in two- or four-wire models, the Phoe- nix detector can be installed with or without a remote test/indicator station and many other optional features. FEATURES Interchangeability interchangeable with Phoenix photoelectric detectors using the same base Bases and detector heads sold separately Reliability Rapid response to products of combustion Full 3600 smoke entry Self-compensating dual ionization chambers with enhanced baffling and solid-state circuitry Reliable performance at high air velocities Easy to Install Unique twist-lock base design Standard locking tab prevents unauthorized removal of the detector head Locking tab may be removed on site when not required Design Compact low-profile design and off-white color fit well with any ceiling Insect screen, screw terminals, self-wiping contacts, and long-life alarm LED LED flashes to indicate power applied Optional Features 135 OF thermal sensor for backup response Remote test for inaccessible units Two- and four-wire models, 12 or 24 Vdc Relay mounting base for two-wire systems Form A or Form A & C contacts for relay base OPERATION The Phoenix ionization detector is an advanced, dual-chamber, ionization smoke detector. One chamber detects the presence of products of com- bustion. The second chamber serves as a reference to stabilize the detector's sensitivity for changes in environmental temperature, humidity, and pressure. Air inside the chamber is constantly ionized by alpha particles from a small source of Americium- 241. This allows a small ionization current to flow through the chambers. When products of combus- tion enter the sensing chamber, the ionization cur- rent drops. Internal solid-state circuitry senses the drop in current and sends a latching alarm signal to the fire alarm control panel. A built-in 12- to 18- second discrimination circuit minimizes unwanted alarms caused by transient input signals. APPLICATIONS The Phoenix ionization smoke detector is ideal for use in today's high-technology world. Due to the increasing need for computer centers and electronic assembly areas, ionization detectors have become essential to security planning. Its low-profile design and appearance make it aesthetically unobtrusive, yet it provides excellent smoke detection. It is also suitable for office environments and locations with high air-exchange rates. INSTALLATION The ionization smoke detector plugs into a twist- lock base and is interchangeable with other Phoenix plug-in detectors. Field wiring connects to screw terminals in the base assembly or to pigtail leads. All bases mount to a 4" octagonal electrical box. Two- and four-wire relay bases require boxes that are at least 4" deep. Cal rYR7,iLO ,rtxis ?TYb Q uLb fact 8tsrfbaAn QxI9L W dub n o Alta i • , .tea 8 ux IRY}J er?ao m r? ? ft DO©kx tZsbA azxo V ? CJJ CTU O C3D Q GQ 5 ft-110 9NO ... - - .lr? &ft a9 Qd?" m drftrAlp cviA to L II ? ??lna? r• ?h?a1? Figm -, fl• ong RY=_'f$I r rt - ft.77° nl ,O U31L($eTnE to InY.- -,t-.".•b r r S .3i10 Physical Mounts to standard 4" octagonal box ; relay bases mount to 4" deep octagonal box. Color ........................... ....................... off-white Radioactive Source (24'Am) <0.9 yCi (33 kBq) Electrical Standard Two-Wire (no relay) Voltage .......................................... 16- 32 Vdc or 10-16 Vdc Maximum allowable ripple (rms) --- ------- <20 % of do input Current requirements: Normal (typical) --------- ................... ............................. 60 yA Start-up (about 0.5 sec.)............... ........................... 140 /JA Alarm 25-90 mA Two- and Four-Wire with Relay Voltage 20-27 Vdc or 12-16 Vdc Maximum allowable ripple (rms)-- ------- <20 %of do input Current requirements: Normal (typical) __..._.._..__.._..._ _.-._- .................... 60 yA Start-up (about 0.5 sec.) ............... ........................... 140 yA Alarm (Two-Wire only). 40-105 mA Alarm (Four-Wire only) _-...... ----- -- _.......... _........ ... 25 mA Alarm Relay contacts ....................... . 1.0 A max. @ 30 Vdc 0.5 A max. @ 120 Vat Auxiliary connection rating 100 mA max. Transient voltage protection ...... ---- - internally suppresses voltage >47 Vdc Environmental Maximum Surrounding Air Velocity 2500 fpm (13 mA) Operating Temperature Range. .. ... ... .... .... __ ....... 32-120 OF (0-49 °C) @ 0-90 % relative humidity, noncondensing ORDERING INFORMATION Detector Heads 70492-4, Standard Two-Wire Detector, 24-Vdc .. ........................................ ....... ------------ ........ . 545-9050 70692-4, -with remote test option' ............. .545-9054 70592-4, -with 135 OF thermal option ....... .545-9056 70792-4, -with remote test and thermal options ........... ..._......... ........ ----------------------------------- - 545-9057 704944, Standard Four-Wire Detector, 24-Vdc 545-9060 706944, -with remote test option' ............. . 545-9064 705944, -with 135 OF thermal option . .... .. 545-9066 707944, -with remote test and thermal options ......... .._..................... ........................._.. ..545-9067 70492-2, Standard Two-Wire Detector, 12- Vdc.. ._ .................._.._.._.................-._---------. .. 545-9070 70692-2, -with remote test option'------------ --545-9074 70592-2, -with 135 OF thermal option ...... ..545-9076 70792-2, -with remote test and thermal options ..-.-..-......_..-.._..........-.-..--............_...... ..545-9077 70494-2, Standard Four-Wire Detector, 24-Vdc-- ------------------------------------------ .......................... .. 545-9080 70694-2, -with remote test option' ............ ..545-9084 705942, -with 135 OF thermal option ...... ..545-9086 707942, -with remote test and thermal options ................................................................ .. 545-9087 Accessories Mounting Bases 92, Standard Two-Wire.----------------------------------- -- 545-9090 R1922, Two-Wire with Relay, 12 V, Form A---------------------------------------------------------------- -- 54S-9091 R1924, Two-Wire with Relay, 24 V, Form A ........................................................... ---. _545-9092 R2922, Two-Wire with Relay, 12 V, Form A & C..._ ------------------------------ ................... ..545-9093 R2924, Two-Wire with Relay, 24 V, Form A & C------ --------- ...............t..................... .-545-9094 R1942, Four-Wire with Relay, 12 V, Form A------------------ _.__._....... -------------------------- -- 545-9095 R1944, Four-Wire with Relay, 24 V, Form A......................... ...-------------------._......... ..545-9096 R2942, Four-Wire with Relay, 12 V, Form A & C---------------------------------------- ............. ...545-9097 R2944, Four-Wire with Relay, 24 V, Form A & C................................ . 545-9098 23-309-12, Remote Test/Indicator Station, 12 V ............................ ...545-9120 23-309-24AB, Remote Test/Indicator Station, 24 V, 4W ------------------------------------------- - -545-9121 23-309-24C, Remote Test/Indicator Station, 24 V, 2W ........................................... ... 545-9122 11-2348, jumper Cable ..................... .................... ... 545-9123 20-3813, Test Probe Adapter ............... .............. ... 545-9124 2040-12, End-of-Line Relay Module, 12 V--- ---545-8802 2040-24, End-of-Line Relay Module, 24 V--- ---545-8300 'Requires separately ordered remote test/indicator station. 2 -®j wenPtww 20E-2-20 2wIBELxASS'B" -NOTE: The wilueotdre ED.LO. will eocordblg roMnnunWr atmake da/0ebn in the apes (lo Op} IYfir b prMl mrsutecluw Irnbtw4bnmmwlfaoompabll nd? the corral and amdmum atendbp (quantitating) ewflIECLAS3"B" BASEMOUNTING: aAll abee2aeaatlas 4loae'? ldecW oebgoml deep boIIea. Fig. 1. Typical Wiring Diagrams ENGINEERING SPECIFICATIONS The Bete s r shall be an ionization-type products of combustion detector and shall be installed as Indicated herein or on the drawings. Detectors shall operates, on pwo-wire/four-wire-specify( circuits and shall contain an LED alarm indicator which shall illuminate steady to indicate an alarm and which shall flesh to Indicates applied power. Detectors shall contain two ionization chambers, solid-state circuitry, and full 368° smoke entry for stable performance at air wslocitles up to 2,500 feet per minute. The detector shall be equipped with a remote test feature which shall make It possible to check detectcs operation from a remote station wlthout removing the detector head from its base. The detector shall be UL 268 listed. it shall be interchangeable with compatible plug-in detectors. It shall contain a d-ectiminadon logic circuit with a 12- to 18-second delay to minimize unwanted alarms caused by tramlent input signals. 20E-2-20 (D ao4o1?3 oL? a0 GENERAL The 2ZVS provides two separate circuits for supervising sprinkler-riser gate valves or for any sim- ilar supervision tasks. This card produces trouble sig- nals only; it does not affect the common alarm circui- try in the panel. FEATURES Two supervision zones LLD annunciators indicate- LOOP NORMAL (green) LOOP OPEN NOW (yellow) LOOP WAS OPEN (yellow) . Produces trouble signals only LOOP NORMAL LED goes out when panel is on secondary power to conserve battery power Form C output relay activates on LOOP WAS OPEN Reverse polarity transmitter for sending supervisory condition to remote location OPERATION During normal condition when all supervisory switches are closed, the LOOP NORMAL LEDs are on. If a supervisory switch or loop wiring opens, the LOOP NORMAL LED goes out, the LOOP OPEN NOW LED comes on, and the card activates the panel's common trou- ble circuitry. If the loop remains open for longer than about one second, the LOOP WAS OPEN LED also comes on and the output relay and reverse polarity transmit- ter activate. When the trouble-causing condition is cleared, the LOOP OPEN NOW LED goes out, but the LOOP WAS OPEN LED stays on, the output relay stays energized, and the reverse polarity line remains active until the panel is reset. On secondary power the (OOP NORMAL LEDs do not come on in order to conserve battery power. In other ways, the card works the same as it does on primary power. APPLICATION Use the 2ZVS to supervise gate valves, OS & Y valves, post indicator valves, low-temperature switches, water-level switches, or tamper switches. INSTALLATION The 2ZVS may be installed in any motherboard slot. All unused inputs must be terminated with wire jumpers in order to clear troubles caused by an other- wise open circuit. A self-adhesive label is provided for placement next to the motherboard slot to iden- tify the card that goes there. See Fig. 1. for typical wiring diagrams. August 1985 29A-3<-8 2ZVS Two-Zone Valve Supervision Card user w O - ArAllraswu L ® 1655-018 ]'! CA233`)t7r?3r?G???-'l"t`iL.L•kaQ?u'Y??IOUn-E?1rX.?fIC6b2ntr?CL•1?7'a" f?otAfAL?rl ou-'?.Fi/ ry? -ELYuS}.u1;tAm iM aw W Fig Ox'?Cm?Q 9?nf Cf'rF7FrFYR7' @RA rtiCOY LS' i7Yl, %OO LY7rt +Qb: 7 CJ J, c4dG C-z'Q"?7c - d' LSO' ° ° G AYP Q? QUOY1 ° £nr0 GB Etoav"f2&?lae a0 W9 , YS t ??asp.,: aa?a??eroz?v CobiSt v GrKQuOr V °.. - R+t aojii, W ADD' 9. 9 ° -fiY31i @M ° . Q .a11? TERMINALS 12345678 ANNUNCIATOR LABELS I- LOOP © xxxmaL Qr LOOP OPEN NOW ? LOOP WAS OPEN LAOP 2- ©NOAMAL I • ?by,a:, LOOP OPEN NOW IumPer LOOP WAS OPEN (to be amused) I? =yellow LED ©= green LED 9 18 11 1 2 13 N 1516 ®f?6 ®© 00r TERMINAL IDENTIFICATION CONTACT CLOSURE (Farm C) OUTPUTS, 1-8 2 0 A max @ 24 Vdc 1 0 A maxl @ 120 Vac 1 - N,rC 7 Actuated by LOOP 1 2 - C "Loop Was Open" circuit 3 -N/O (locking actuation) 4 - not used 5 -N/C Actuated by LOOP 2 6 -C "Loop Wes Open" circuit 7 -N/O (locking actuation) 8 -nm used VALVE SUPERVISION LOOPS, 9-12 If unused, must be Iumpered. Open Circuit Voltage - 10 Vdc max , with 100 mvl, P ripple Short Circuit Current - 1 2 mA max 5igno1 Initialing Current - 900 pA min Lao, Resistance - 100 0 max 9LOOP I 1 - 11 2 OOP 2 - 13 ` 4 not used - 15 -- REVERSE POLARITY TRANSMITTER 16-+? mat made polarity shown 24 mA mex @ 24 Vdc mm?mol Fig. 1. Terminal Identification. SPECIFICATIONS Physical Fits any 4800/4885 motherboard slot Electrical Open-circuit loop voltage, max. 10 Vdc, 100 mvp.p ripple Short-circuit loop current, max..... _......._ 1.2 mA Trouble initiating current_._._. less than 900 piss Loop resistance, max...... 1000 End-of-line resistor required -none Reverse Polarity Transmitter Output 24 mA @ 24 Vdc, unfiltered, unregula ted, with 42 Vp ripple Battery Power Current Requirements - Normal condition 3 mA Trouble (both loops open, reverse polarity transmitter activated).._.. .. _....... _ 112 mA Loop-was-open contact ratings .. 1.0 A max. @ 120 Vac 2.0 A max. 24 Vdc Environmental Operating Temperature Range 32-120 of (0-49 -C) @ 10-90 % relative humidity (noncondensing) ORDERING INFORMATION 2Z'VS Two-Zone Valve Supervision Card... _ _410-1922 2ZVS input zone supervisory swachn,- 'Normally open, held closed by supervised device No end-of line resistor required Fig. 2. Typical Wiring. ENGINEERING SPECIFICATIONS The. fire alarm control panel shall provide crcuitrv for supervising gate valves, OS & Y valves, post indicator valves, and other supervisory functions as herein specified. Such circuitry shall be on removable circuit cards, two zones on each card, and each zone shall be separately annunciated as follows. Normal conditions shall be annunciated by a green, on-card LED Off normal conditions shall be annunciated by two yellow LEDs, the first a nonlucking, loop-now-open indicator, the second a locking, loop-was-open indicator. Each zone shall also control a Form C, dry-contact output relay which shall be activated by the loop-was-open circuitry A trouble in any zone shall activate the panel's common trouble circuitry and an on-card reverse polarity transmitter for remote reception of the supervisory condition The supervision card shall not cause an alarm nor interfere with alarm reporting. i - 1 7:j GENERAL The PM-48 Power Monitor circuit card is one of the two standard component cards supplied with every basic 4800 control panel. Its primary function is to monitor (supervise) the power sources that oper- ate the system. It also filters and regulates raw do power from the main power supply to provide Vcc to some of the panel's solid state circuitry. It has several of the general annunciators for the system on it as well. FEATURES Supervision - Main power supply input and ouputs Auxiliary main and supplementary power supplies (outputs only) Brownout Circuit cards presence Battery trouble (presence or low voltage) Ground faults (any wire-to-ground) Annunciation - Ac on (green) Ac low (yellow) Other power trouble (yellow) Battery trouble (yellow) Ground fault in system (yellow) Card missing (yellow) Input/Output - Inputs ac failure signal, terminal 2 brownout sensing, terminal 3 do (24 V) failure signal, terminal 12 battery presence sensing, terminal 1 raw 24 Vdc to regulator, terminals 4/5 lamp test signal, bused reset signal, bused ground fault reference, terminal 16 Outputs Vcc (collector supply voltage - regulated 6 Vdc) to internal panel circuitry, bused changeover-to-secondary-power signal, terminal 6 reset 4-wire detectors signal, terminal 8 common trouble signal (due to ground fault, missing card, power supply failure, or battery missing), bused OPERATION Part of the fullwave rectified output of the main power supply, P524-3P, is applied to the Power Moni- tor Card at terminals 4 (+) and 5 (-). This raw 24 Vdc is filtered and regulated to +5.91 V (nominally 6 V, and usually referred to as "Vcc"). Vcc is applied to the rest of the control panel's internal circuitry to power logic functions as required via busing on the mother- boards. Several voltage comparators are used to provide supervision of five of the circuits supervised by this June 1986 PM-49 Power Monitor Card 28A-2o-2 LISTINGS © W bW1 FJ,;pTJCTyil1 nwm v card. The sixth supervision circuit detects ground faults that may occur between the system (internally or in the field wiring) and true earth ground. The main power supply's ac input is monitored. If it fails, a changeover signal is generated and sent to the changeover relay on the main supply, which causes that relay to drop out and switch the system over to battery power. Ac voltage level is also monitored. If it falls below 102 Vac, the changeover signal is gener- ated, which again would switch the system over to battery power. However, the batteries are also moni- tored for their presence. If they are disconnected, a trouble signal is generated that prevents the system from changing over to battery power. The reasoning behind this is that it is better to operate on low power than to switch to "batteries" and go dead other circuits monitored include card presence and the 24 V supplies. If a circuit card is removed or only partially inserted in its slot, a trouble signal is generated. If a 24 V output of any of the power supplies - main, auxiliary main, supplementary, or trouble - should fail, a trouble signal is generated. An annunciator is associated with each of these supervision circuits, either as a pilot (normally on) or as a positively correlated indicator (normally off). In addition, the normally off circuits forward a common trouble signal via the bus to the Common Circuits e; t= 3 fitb L? r u tC- 6 i?6 aC tv`11a Omit CdiO F JJ TrYb cx.eg}iS rtt fnf_o7if l I'i 1 c o ed r,-M n? r E01%itfL'> 9?0 *". wt-1 rAL1 1117111W NW @CRI", Ca41 'sC-it?]i O' 4?:1 1t(a Y-?U l•"s ECT7i'C?YY'//?XCX?YiTa]rrkd ?HWT9 "<1 I J? Lr.? ?J L?C Q Q ?^ I;X°?t7t3,'?'C?7i'7^l?,%('YY=?Iu^l8i„Ca;O'i`j ?1?iX3EtnCKa ??'IIn1?Fj-IE4Colr„ a•7,-ate Yi?/,Jt ?t=l°1r FY 3i:K4t TW QXI G5L6itQttiY7i7 /AII X1tIK YR]b F•LC Q,R" "t.) Cr1nY'-Y a U^u3alJh lame 77^ -} or a'C 14401 a. WD%d• C pt $a, a,r,., u oUitmrunTb7a n zt=a 0".1 tFna TERMINALS 1 2 3 4 5 6 7 8 ANNUNCIATOR LABELS © Al POWER ON o AC POWER. LOW o POWER TROUBLE o BATT TROUBLE GflOUND FAULT ? IN SYSTEM bypass jumper Oy CARD MISSING (to be remo.ed) ©= green LED = yellow LED - 9 19 11 12 13 14 15 16 JUMPER TERMINAL AND JUMPER IDENTIFICATION 1 - + BATTERY PRESENCE SENSING INPUT <4 Vdc open circuit '?1 mA short circuit 2 - + AC FAILURE SIGNAL INPUT <4 Vd[ open circuit' ?1 mA short circuit May have multiple leads connected here. Additional power supplies require field-wiring. 3 - + BROWNOUT SENSING INPUT -20 to -28 V full wove rectified, unregulated, unfiltered; 100 mA max. 4-+) REGULATOR INPUT 5 - - -20 to -28 V full wave rectified, unregulated, unfiltered; 1.5 A max. 6- CHANGEOVER-TO-SECONDARY-POWER SIGNAL OUTPUT 0 V, 50 mA max. (signal = open collector - gnd.) May have multiple leads connected here. Additional power supplies require field-wiring. '/ - not used 8 - - RESET 4-WIRE DETECTORS SIGNAL 0 V, 3.0A max. (common return for all 4-wire detectors) - Field Wired as Needed - 9- 10 - not used 1} - 12 -+ DC (24 V) FAILURE SIGNAL INPUT 0 to +30 V full wove rectified, unregulated, unfiltered; 10 mA max. May have multiple leads connected here. Additional power supplies require field-wiring. 13 - - COMMON RETURN, power supply negative 14 - - 1.0 A max. each; 1.5 A max total 15 -- - Field Wired as Needed - 16- GROUND REFERENCE, for Ground Fault Detector - Do Not Remove or Add Additional Leads - if - Battery supervision selector (remove if batteries not present) JIB (circuit card) NOTE: All connections are unsupervised. All terminals factory-wired, except as noted. Terminal, Fuse, /simper, and Annunciator Identification card (CC-48R), resulting in both visible (common INSTALLATION trouble annunciator) and audible (trouble buzzer) Insert the card in the first card slot (S1) of the first indications. - ni`otherboard, with the component side facing right, APPLICATIONS - until it is fully seated. This position has been prewired for it in the_factory. See the installation sheet packed the PM-48 card is essential to the basic function- with the card, or the manual, for complete installa- ing of all 4800 control panels, and is therefore sup- tion details:' Be sure the cabinet has a good earth plied as a standard component of each one. ground and the connection is secure at terminal 16 to 2 -CUJNOTIFIER insure a good ground reference input to the ground fault detector. If no batteries are used, remove J1 from the circuit card. Label the annunciators and place the identification label next to the mother- board slot. SPECIFICATIONS Current consumption, normal mode ......................- .50 mA Common returns, external power circuits (terminals 13-15)...................... ........... __... 1.0 A max. each, 1.5 A max. total Common return w/reset, 4-wire detector circuits (terminal 8) . ............... 3.0 A max., @ 24 V max. Brownout circuit Changeover to secondary power... .. ....... ........... .. .102 Vac Return to primary power.. _------------ --- -_ --- _ 108 ...Vac Groundfault threshold .............. ... ... ... _....... __-...... ..<10 W ORDERING INFORMATION One PM-48 circuit card is included with each basic 4800 control panel as a standard item. Only one is required per system. Replacement Power Monitor Card, ............................. .......---------- 410-1906 ENGINEERING SPECIFICATIONS A circuit card shall be included as a part of the basic panel that shall provide supervision of the following portions of system circuitry: main power supply input and outputs, other power supply outputs, ac voltage level ("brownout"), circuit cards presence, battery presence, and ground faults of 10 kohms or less. It shall have a green pilot annunciator which shall remain on for the normal condition - ac on - and four yellow trouble annunciators which shall turn on for the non-normal condition - power supply trouble, battery missing, ground fault in system, and card missing. Circuitry for the trouble annunciators shall also forward a signal to the common trouble bus of the control panel. This circuit card shall also incorporate a filtered regulator that shall provide collector supply power (VCC) to be bused to the rest of the control panel for use by internal circuitry. A connection providing a reset signal for 4-wire detectors shall be included. If ac voltage to the panel drops below 102 V. this card shall generate a signal that shall initiate a changeover to a secondary power supply. It shall cease generating such a signal when ac voltage rises to 108 V or higher. An annunciator test provision shall be included. 0 MOTIFIEN - 3 GENERAL The CC-48R/PL Common Circuits Card is the second of two standard component cards supplied with 4800/4885 control panels. Its primary function is to provide common alarm and common trouble out- puts for the system. This includes sounding appro- priate audible devices and lighting annunciators or other visual devices. It also has provisions for signal- ing auxiliary alarm systems, as well as providing cer- tain other minor functions. FEATURES Design - Two general alarm output circuits (silenceable) Power-limited circuits Common trouble buzzer (silenceable) Auxiliary alarm and trouble outputs, Form C contacts for each Auxiliary alarm system signaling Reverse polarity transmitter, or Local energy master box trip Supervision - Both general alarm loops for open or short circuit Local energy master box connection Annunciation - Alarm loop 1, trouble (yellow) Alarm loop 2, trouble (yellow) Master box inoperative (yellow) System trouble (yellow) Alarm silenced (yellow) System alarm (flashing red) Alarm loop(s) shorted (red) input/Output - Inputs card presence sensing, bused VF2 (full wave rectified 24 Vdc), bused VCC (collector supply voltage - regulated 6 Vdc), bused alarm power, terminal 9 trouble power, terminal 7 lamp test signal, bused pulsed alarm signal, bused common trouble signals, bused alarm and trouble silencing signal, bused common alarm signal, bused Output signals general alarm output, circuit 1, terminals 13/14 general alarm output, circuit 2, terminals 15/16 trouble-Initiated relay contacts, terminals 1-3 alarm-initiated relay contacts, terminals 4-6 auxiliary alarm system signals, terminals 11/12 reverse polarity transmitter, or local energy master box trouble buzzer, audible card presence sensing, bused other - Supervisory power to general alarm loops is fused. January 1987 CC-48R/PL 2oA-2o-9 Common Circuits Card with Power-Limited Outputs LISTINGS O L Will not apply power to a shorted general alarm output loop. Alarm re-sounds after silencing if a new initiating signal is received. OPERATION Any initiating signal received by the signal initiat- ing cards results in a signal ("pulsed alarm") being bused to the CC-48R/PL. When this signal is sensed at the CC-48R/PL, a pair of alarm relays on the card are energized. The resulting contact closures apply alarm power to the card's general alarm output terminals, sounding a general alarm. Should an open circuit develop in these loops during normal mode supervi- sion, it is sensed by the card and annunciated as tOOP TROUBLE for the affected loop. On the other hand, should a short circuit develop here, this is sensed and annunciated by an unlabeled red LED called ALARM LOOP(S) SHORTED as well as the LOOP [ROUBLE annuncia- tor; and it results in disabling the alarm relay so that alarm power cannot be applied to the affected loop. Any trouble signals generated by the circuit cards are bused to the CC-48R/PL card. When the bused trouble signal is sensed, it causes the normally energized trouble relay to de-energize. The change in contacts causes the trouble buzzer on the card to sound and brings the SYSTEM TROUBLE annunciator on. In addition to these major functions, the card also provides auxiliary alarm system signaling and has Form C contacts available for both alarm- and trou- ble-initiated signaling, along with other minor fea- tures and variations. With J1 in and 12 out, terminals 11 and 12 are a reverse polarity transmitter. In an Agg,1v - L, r nrm ISa3s, u7Yb N' lu- 7.33 ab mtwltb_w@ AD arm or „4Jrt' rll f?0o L?? ?? ?l u I ?QQ MoDrsw??o?i:mti,t]t"MW o t ar: ? C:6 ADO?(M?IMii I @5" l layaDW10OD0 e;q a dt 3, `?'rAc:4qa:.d-? n 71 L r t rt?a m p? IBM Ea0 ba @;[e) c.:.-yx., m c t 5w GGWA LL " M ?t 9 t.rtC",; rfxxL r„r. n rr9Dm,(C QM)10 la ?0.?',1-. r.?- I'mo' b3 ( GYQi$?r C r rs IX9 R?.r tlr n?->1K;G1, Bi ? TERMINALS 1 2 3 4 5 6 7 8 erI ANNUNCIATOR LABELS p A=21TRBL O AE MASTER BOX INOPERATIVE SYSTEM TROUBLE RM SILENED mP;; O :ALASTEMALA' to be RM Qu ad) flashes 0 = ow LED = red LED TERMINAL, FUSE, AND JUMPER IDENTIFICATION: RELAY CONTACT OUTPUTS, 1.6 2.0 A max. @ 24 Vdc 1.0 A max. @ 120 Vac 1 - N/O 2 - C TROUBLE-Initiated 3 - N/C 4-N/O 5 - C ALARM-Initiated 6 - N/C 7- + TROUBLE POWER INPUT Unsupervised +18 to +30 V, 0.1 A max. 8 - not used 9- ALARM POWER INPUT Unsupervised +18 to +30 V, 3.0 Amax. 10- MASTER BOX SWITCH RETURN factory-installed lead - De Net Remove AUXILIARY ALARM SIGNALING, 11-12 Mutually exclusive, choose one if this option is utilized. 11 - I LOCAL ENERGY MASTER BOX Supervised 12 - r Remove 11, install J2 - both on p.c.b. Loop resistance - 30 0 max. Master box - 14.5 LJ, 250 mA -or- 11 - t REVERSE POLARITY TRANSMITTER Unsupervised 12 - J Remove 12, install J1 - both on p.c.b. 24 Vdc nominal, f4 V, 24 mA max. 3- COMMON ALARM OUTPUT, circuit 1 Supervised 14 - 24 Vdc nominal, 1.5 A max., power limited 1 5- 1 COMMON ALARM OUTPUT, circuit 2 Supervised 16 - ` 24 Vdc nominal, 1.5 A max., power limned Fl -GENERAL ALARM OUTPUT, circuit 2, terminal IS F2-GENERAL ALARM OUTPUT, circuit 1, terminal 13 Jl - Reverse polarity transmitter selector J2-Master box circuit selector 8 N t1 12 13 14 15 16 normal mode alarm mode FUSES AND JUMPERS Shorted Loop Annunciator (does not show through the onnunaator windows) -? 08 red LED F2 3 0 A J2o Fuses are not field replaceable For repair, return to factory FI 3.0 A Jlo ? r- (circuit cord) Terminal, Fuse, Jumper, and Annunciator identification 2 - fg NOTIFIER 20A-20-4 alarm, polarity is reversed; while for trouble, the loop goes dead. With J2 in and J1 out, connection can be made to a local energy master box. In an alarm, impedance is changed to allow sufficient current to be applied to the master box to trip it. Trouble condi- tions are not signaled to the master box. Return to common is through the MASTER Box switch. Opening the switch ("Disconnect" position) for a drill or for testing disables the master box loop. The open switch is annunciated as MASTER BOX INOPERATIVE. All signal initiating cards bus an alarm signal ("common alarm") to the CC-48R/PL card that causes another alarm relay to be energized. One set of these Form C contacts is available as Alarm-Ini- tiated Relay Contact Outputs, terminals 4-6. This relay is also responsible for the master box trip and reverse polarity signals. The Common Alarm Bus is unaffected by the SILENCE switch, so this relay remains activated until the system is returned to normal mode operation. The SILENCE switch does cause the Pulsed Alarm Bus to return to the non-alarm condition, which deactivates the alarm power relays and silen- ces the alarm. This condition is sensed by the card and annunciated as ALARM SILENCED. The common alarm relay is deactivated by operation of the RESET switch, provided all initiating devices have been re- stored to normal. One set of the Form C contacts of the trouble relay is available as Trouble-Initiated Relay Contact Outputs, terminals 1-3. The most common use for this output is to control external trouble indicators. The Common Trouble Bus is also unaffected by the SILENCE switch, so this relay, too, remains activated (and thus the device it controls) until the system is returned to normal mode operation. The SILENCE switch does disable the power return of the trouble buzzer on the circuit card, which silences it. A silenced trouble signal is not annunciated. The trouble relay is normally energized during ac power on, normal mode service. If main ac power fails, the relay is de-energized and reverts to its relaxed position. Thus if trouble power is being ap- plied to terminal 7 (from the optional trouble power supply, APS-48-1), the circuits are closed for the SYSTEM TROUBLE annunciator and trouble buzzer, acti- vating them. APPLICATIONS The CC-48R/PL card is essential to the basic functioning of all 4800/4885 control panels with power-limited ratings, and is therefore supplied as a standard component. INSTALLATION Insert the card in the second card slot (S2) of the first motherboard, with the component side facing right, until it is fully seated. This position has been prewired for it in the factory. See the manual, for complete installation details. Label the annunciators and place the circuit card identification label next to the motherboard slot. Current consumption, normal mode on secondary (battery) power Buzzer silenced ....... ....._........._ .... ................................30 MA Unsilenced....... ........ __.. .................40 mA Alarm ................ .............................150 mA General alarm output loops Trouble thresholds open circuit ...................... ...............?10 kn short circuit... _............ _......._... ........... .................... :51 kCl Power input rating, total .............. ....... 18-30 Vdc, 3A max. Current rating, per loop ................. 1.5 A max. Trouble power supply input rating .. _ .18-30 Vdc, 1A max. Contact ratings, alarm and trouble relay output .. .. 1.0 A max. @ 120 Vdc 2.0 A max. @ 24 Vdc Reverse polarity transmitter output ............. _-.__....._............. 20-28 Vdc, 24 mA max. Master box rating, local energy type .... .......................... 14.5-20 Cl, 250 mA max. ORDERING INFORMATION One CC-48R/PL circuit card is included with power-limited version of the 4800/4885 control panel as a standard item. Only one is required per system. Power-Limited Common Circuits Card, CC-48R/PL .................. ...................410-2073 CAUTION Do not replace early model CC-48 cards with the CC-48R/PL. To do so would dis- able the general alarm and other circuits and can damage circuit components. Early model cards were green or natural, while the CC-48R/PL is red. Identify cards by their part number and issue let- ter, and order replacements accordingly. NOTE: If the terminal connections for that slot are rewired for the CC-48R/PL config- uration, the red card can be substituted for previous versions. However, direct substi- tution without rewiring will result in the damage described above. 20A-20-4 a NOTIFIEN - 3 ENGINEERING SPECIFICATIONS A circuit card shall be included as a part of the basic panel that shall provide two general alarm output circuits, a set of Form C relay contacts actuated on alarm, a set of Form C relay contacts actuated on trouble, a card-mounted trouble buzzer, and auxiliary alarm system signaling. The provision for auxiliary alarm system signaling shall be field-selectable at the time of installation as either a reverse polarity transmitter or as a local energy master box circuit. This card shall provide supervision of both general alarm loops, for both open and short circuit faults, and supervision of the local energy master box circuit, if utihzed. It shall have six annunciators visible through the protective window of the control panel's front door. Yellow annunciators shall be used to indicate the following trouble conditions: trouble on either general alarm output loop; any open circuit in the master box loop (including master box switch in the disconnect position); the presence of any trouble condition detected, and annunciated, elsewhere in the system; and the tact that an alarm has been silenced following the receipt of an alarm. A flashing red annunciator shall indicate the presence of an alarm signal. This annunciation shall remain locked in until the alarm input signal ceases and the system has been reset. The seventh annunciator of this card shall be a red one, not visible until the control panel door has been opened, that shall indicate any short circuh fault on either of the general alarm output loops. An LEO test provision that tests all annunciators simultaneously without causing any other change in the system shall be included, Operating power for the general alarm output loops shall be inputted to the card separately from other power inputs. The trouble buzzer of the card shall be silenceable via manual operation of the control panel switch. Supervisory power to the general alarm loops shall be fused. If either general alarm loop develops a short circuit, the card shall prevent the application of alarm indicating power to both loops until the trouble condition is corrected. If a sounding general alarm is silenced, any new initiating signal received at the panel shall cause the gneral alarm to re-sound, despite the previous silencing. The sequence shall be repeatable for as many initiating zones as there may be in the system. 4 - fj) MOTIFIER 20A-20-4 Ab? City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 C 2008 COMMERCIAL BUILDING PERMIT APPLICATION ^c Date: 9-02-08 Site Address: 2600 Lone Oak Point - ---------, For office l1Se 1 5 60 7 I Perini[#: 2 I Permit Fee: ,nQ ,?J I Date Received:V ( y I ? Staff: cJJY? I ----------------- Tenant Name: Northwest Airlines - Flt Simulator (Tenant Is: -New / Existing) Suite #: PROPERTY OWNER Name: Northwest Airlines Phone: 612-727-9041 Address/ City/Zip: 2600 Lone Oak Point, Eagan, MN 55121 Applicant is: Owner X Contractor TYPE OF WORK Description of work: ite,)airs Construction Cost: $129,638.00 CONTRACTOR Name: Berwald Roofing Company, Inc. License#:20015088 Address: 2440 North Charles Street City: North Saint Paul State: MN Zip; 55109 Phone: 651-777-7411 Contact Person: Bill Berwald ARCHITECT! Name: Registration #: ENGINEER Address: City: State: Zip: Phone: Contact Person: Licensed plumber installing new sewer/water service: Phone #: NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of tans. X Eugene Berwal4, President x Q,'? fizi"? Applicant's Printed Name Applicant% Signature /ig /v ??--/lti / 6,5/- `/?S Sew 'T' -- L 6S-1-777 7W/ -UFO Pagel of 3 e ? DO NOT WRITE BELOW THIS LINE SUB TYPES: ? Foundation ? Public Facility ? Accessory Building ? Apartments ? Commercial/ Industrial ? Ext. Alteration-Apartments ? Lodging ? Greenhouse Rr Ext. Ateration-Commercial ? Miscellaneous ? Antennae ? Ext. Ateration-Public Facility ? Nail Salon WORK TYPES: ? New ? Interior Improvement ? Siding ? Demolish Building` ? Addition ? Move Building ? Reroof ? Demolish Interior Er'Alteratlon ? Fire Repair ? Demolish Foundation ? Replacement ? Windows ? Water Damage Demolition (entire building) - give PCA handout to applicant DESCRIPTION: 00 /y ?y /P3? Valuation 1a9 Occupancy 13 MCESSyatem / Plan Review VW Code Edition 2001 ry`50L SAC Units (25%100% Zoning P P City Water `-- Census Code Stories ? - Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers `- Type of Const. Width REQUIRED INSPECTIONS _ Footings (new bldg) Sheetrock Meter Size: _ Footings (deck) Final/C.O. Footings (addition) Final/No C.O. Foundation HVAC _ Drain Tile Other: Roof: _ Decking _ Insulation _ Final _ IceM/ater Pool: -Footings -Air/Gas Tests -Final _ Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace:_R.I. _AirTest -Final Windows _ _ Insulation Retaining Wall Final C/O Inspection: Schedule Fire Marshal to be present. - Yes )C_ No Reviewed By: t 4 L Building Inspector - Reviewed By: , Planning ------------------------------------------------------------------------ COMMERCIAL FEES. Base Fee J 3(0,'75 Surcharge /05 O(J Plan Review SAC-MCES SAC-City S/W Permit SAN Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total 1 /13 d -/.'7 6 Sewer Trunk Water Trunk Page 2 of 3 Date: C!tyofEaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Is 012 Use BLUE or BLACK Ink Permit #: t / r Permit Fee: f c2 / Date Received: Staff: 2010 COMMERCIAL FIRE ALARM PERMIT APPLICATION* 01/o LI(1� Site _Address: 014,tre, p6,&k P -L 1i - Tenant: Suite #: J PROPERTY OWNER Name: &'-ei)-14CzaL- Phone: Address / City / Zip: Applicant is: Owner X Contractor TYPE OF WORK Description of work: RLQ0. e (Z_ (ISLOt ry /Zc--1 A '— Construction Cost: 1 's i X1%i 1. 619 Estimated Completion Date: 6/ f ©%// P CONTRACTOR Name: ' f.&) 1) , ' C,a�— „i( Gt✓C /-x.icense #: -r500 5? Address: a Ls` St City: F �LA.) r7 (ms �L m ) State:' ( Zip: SS LI 3 S Phone: 9 S'‘,1 - ac a- a 1 7 &, Contact: 4017141 .4ail: .-3--Q U. &E. N A to c LV CI NC . C WORK TYPE _ New Remodel _ Addition Other: X Alterations DESCRIPTION OF WORK: )C Commercial Residential_ Educational _ FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ 1,-91.8°)(1% - If Permit Fee is less than $1,000, .$ ! A2. 7 I Permit Fee surcharge is $.50. _ increases by $.50 for each = $ • 5o State Surcharge - If Permit Fee is > $1,000, surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). l a 3 a $ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, - d work is not to start without permit; that the work will be in accordance with the approved plan in the case of work which requires a review and a • •r. al of plans. x Applicant's Printed Na Applicant's Signature Qutvena.n DeJA /V iafjo For Office Use Permit ~y City of EaQall Permit Fee: Q 3830 Pilot Knob Road I Eagan MN 55122 Date Re eivJ~~k7_2009 Phone: (651) 675-5675 -r t' ~Is1 Staff Fax: (651) 675-5694 V PERMIT APPLICATION 2009 MECHANICAL Date: 7 /'7 $ 0 Site Address: Tenant: 419 ' r I frt Suite RESIDENT / OWNER Name: cla, t (1 eo Phone: Address / City / Zip: CONTRACTOR Name: l License Address: 644"~ el 4 7.( City: State:Zip: Phone: 6R- 7a i - Contact Person: n f ( 1 TYPE OF WORK New Replacement Additional kAlteration Demolition Description of work: jv j' C_ NOTE: Both roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector or one of the Planners for information on permitted screening methods. PERMIT TYPE RESIDENTIAL COMMERCIAL Furnace New Construction Interior Improvement Air Conditioner Install Piping Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Under / Above ground Tank ( Install / Remove) When installing/removing tank(s), call for inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value $ .~at OdC) x 1% $50.50 Minimum (includes State Surcharge) Z 'O C Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. If Permit Fee is > $1,000, surcharge increases by $.50 for each = $ ' ` State Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By: Date 7 Required Inspections: Under Ground 7c Rough In _Air Test Gas Service Test In-floor Heat final Exterior HVAC Screening Inspection For Office Use Ci Permit#: t Oi Eaan R I Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 1 Date Received: I Phone: (651) 675-5675 I Fax: (651) 675-5694 Staff: o L----------------- 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date: ~-~Zb) Site Address: ltd ("'jfl,~ iV1 Tenant Name: ,'1C.. (Tenant is: NewExisting) Suite Former Tenant: PROPERTY OWNER Name: 1Phone: __2-_IZ._ Address / City / Zip: 2.100 LC?- C7/ Oak- ~1, , r ti , t-\k SS I2-i Applicant is: Owner X Contractor TYPE OF WORK Description of work: -~-c~ = - ~ ; <3 ~©t I Construction Cost: , p I (o O p~ CONTRACTOR Name: License Address: ZI O J L't + \ ( City: State: H Zip: P hone: - ' 'O5_Hil?j-C)Z - t 3 Contact Person: V-1 e - A R C H I T E C T / Name: l kl> P ~rlv-%iDi74(z / C2 4' Registration ENGINEER Address: City: t t f V1 C?=k, State: Zip: fE`tom Phone:0 'J~J~ "GCJC Contact Person: Licensed plumber installing new sewer/water service: Phone NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x t~ Applicant's Printed Name Applicant's Signature Page 1 of 3 . ,t DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation ,Public Facility _ Accessory Building _ Apartments ?Commercial / Industrial Exterior Alteration-Apartments Lodging Greenhouse / Tent _ Exterior Alteration-Commercial Miscellaneous Antennae Exterior Alteration-Public Facility WORK TYPES New ? Interior Improvement Siding _ Demolish Building* Addition Exterior Improvement Reroof Demolish Interior Alteration Repair Windows _ Demolish Foundation Replace Water Damage Fire Repair Salon Owner Change Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation I~ BTG,, ~Od Occupancy MCES System ? Plan Review ? Code Edition ZDa7 M see, SAC Units !2 i_ rrf (25%_ 100% Zoning City Water Census Code Stories Booster Pump # of Units D Square Feet PRV # of Buildings I Length Fire Sprinklers Type of Construction / 8 Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: -Decking _Insulation -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: __Stucco Lath -Stone Lath -Brick Fireplace: _Rough In _Air Test -Final Windows Insulation Retaining Wall Meter Size: Erosion Control Final C/O Inspection: Schedule Fire Marshal to be present: ? Yes No Reviewed By: e1,& 14J• , Building Inspector Reviewed By: Planning COMMERCIAL FEES Base Fee 14 O • ? Water Quality Surcharge B Water Supply & Storage (WAC) Plan Review to t wg . rg' Storm Sewer Trunk MCES SAC s4, o eo • e-.a / Sewer Trunk City SAC 2 o D . o-• Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant s f $ • e-• i Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL Page 2 of 3 r• Metropolitan Council Dale Schoeppner Environmental Services Building Official July 13, 2009 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has reviewed the SAC assignment for the Delta Airlines training space. The original letter for this determination was dated June 30th, letter reference 090630C7. This project is located at Building N, 2600 Lone Oak Point within the City of Eagan. This project should be charged 12 SAC Units, instead of the 1 units originally assigned. The SAC review is based on new information. SAC Units Charges: Office 883 sq. ft. @ 2400 sq. ft./SAC Unit 0.37 Classroom 15,463 sq. ft. @ 540 sq. ft./SAC Unit 28.64 Training 15,664 sq. ft. @ 1650 sq. ft./SAC Unit 9.49 Simulator 4 people x 3 shifts @ 18 people/SAC Unit 0.67 Total Charge: 39.17 Credits: NATCO (3/87) Office: 11,620 sq. ft @ 2400 sq. ft./SAC Unit 4.84 Meeting Room: 1278 sq. ft. @ 1650 sq. ft./SAC Unit 0.77 Classroom: 9470 sq, ft. @ 540 sq. ft./SAC Unit 17.54 Training: 4428 sq. ft. @ 1650 sq, ft./SAC Unit 2.68 Training: 1927 sq. ft. @ 1650 sq. ft./SAC Unit 1.17 Total Credit: 27.00---- Net Charge: 12.17 or 12 The business information was provided to MCES by the applicant at this time. It is the City's tesponsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651-602-1118 or email karon.cappaert@metc.state.mn.us. Sincerely, Karen Cappaert SAC Technician Environmental Services Division FF- 1 KC:kb: 090713A5 d I~ L 1 Determination expiration: July 13, 2011 L) JUL15ZU3 cc: J. Nye, MCES Peggy Fleck, Eagan Zachary Flann, Miller Dunwiddie (ilietroeouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 An Equal Opportunity Employer o ~~~od~ ~ JUN 1 `L 2009 r - - - - - - - - - - - - - - - - - FQr Office Use Q I ~ Permit #: ~ l ~ %~ I I ~~ / 3 ~ I I Permit Fee: I I Date Received: "`f ~~~ I I I j Staff: I ~-----------------I G'Id ~ ~ 30 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date: June 4, 2009 Site Address: 2600 Lone Oak Point Tenant Name: Del td Air Lines , Inc , (Tenant is: New / X Existing) Suite #: Former Tenant: NA PROPERTY OWNER Name: Delta Air Lines Phone: 612-727-$786 Address/city/zip: 2700 Lone. Oak Drive, Eaaan, MN 55121 Applicant is: Owner ~ Contractor TYPE OF WORK Description of work: Interior Renovation Construction.Cost: $60,000.00 CONTRACTOR Name: Tura General Contractors License #: 20455$2$ Address: 21025 Commerce Boulevard, Suite 170 City: 'Rogers .State: MN Zip: 5374 Phone: 763-463-0220 Contact Person: Kirk Lau ARCHITECT / Name: T7i1 ~ er Dunr~~iddi: e Arcfi.i tecture Registration #: 22941 ENGINEER Address: 123 North 3rd Street,. Suite 104 City: 1:9-inneapol is State: MPS Zip: ~54f11 Phone: 6:12T337-0000 Contact Person: Gregory S. Hul ne Licensed plumber installing new sewer/water service: Phone #: NOTE: `Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude:that the are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; .that I understand this is not a permit, but only an application for a permit, and work is .not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature Page 1 of 3 r DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation _ Public Facility _ Accessory Building Apartments DC Commercial /Industrial _ Exterior Alteration-Apartments Lodging _ Greenhouse /Tent _ Exterior Alteration-Commercial Miscellaneous Antennae Exterior Alteration-Public Facility WORK TYPES New X Interior Improvement Siding !Demolish Building* _ Addition _ Exterior Improvement Reroof _ Demolish Interior , Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair !Salon Owner Change Retaining Wall 'Demolition of entire building -give PCA handout to applicant DESCRIPTION Valuation (i©, Bd0 ~ Occupancy ~ MCES System Plan Review / Code Edition 2007 /+?S,bG SAC Units / L.~'!7'>E't_.. (25%_ 100% 1~/ Zoning ~ l City Water "~ Census Code Stories 3 Booster Pump # of Units CJ Square Feet PRV # of Buildings ~ Length Fire Sprinklers / Type of Construction 1 B Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: -Decking -Insulation -Ice & Water -,Final Framing Fireplace: -Rough In -Air Test -Final Insulation Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Reviewed By: (,~~1'1~v ,Building Inspector Reviewed By: Planning COMMERCIAL FEES Base Fee 75(0 .7.5~ Surcharge 30. m.o Plan Review ~ ~ / • ~q MCES SAC ZmQO , s.o City SAC /~db • a'-a S&W Permit 8~ Surcharge Treatment Plant 73.x, a-o Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Quality Water Supply 8~ Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Dther: X Sheetrock x Final / C.O. Required Final / No C.O. Required HVAC Other: Pool: -Footings -Air/Gas Tests -Final Siding: -Stucco Lath -Stone Lath -Brick Windows Retaining Wall Erosion Control Yes No TOTAL ~/I.3.4 T Page 2 of 3 Metropolitan Council Environmental Services June 30, 2009 Dale Schoeppner . Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC for the Delta Airlines training space to be located at Building N, 2600 Lone Oak Point within the Gity of Eagan. This project should be charged 1 SAC Unit, as determined below. SAC Units Charges: Meeting Room 1927 sq. ft. @ 1650 sq. ft./SAC Unit 1.1 T Credits: Simulator (3/87) 4 people x 3 shifts @ 18 people/SAC Unit 0.67. Net Charge: O.SO or 1 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to _ substantiate the business use and size at the time of the final inspection.. If there is a change in use or size, a redetermination will need to be made. Please keep in mind that on January 1, 2010 our SAC credit rules will change. Visit the SAC section of the Council website to learn more. If you have any questions, call me at 651-602-I 118 or email karon.cappaert@metcstate.mn.us. Since y, ~~ aron Cappaert SAC Technician Environmental Services Division KC:kb: 090630C7 Determination expiration: June 30, 2011 cc: J. Nye, MCES Peggy Fleck, Eagan . Zachary Fianrl, Miller Dunwiddie (email) www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 Fax (6511 602-1477 TTY (6511 291-0904 An Equal Opportunity Employer ~h. ~~4.~g~3~ ~~~ CItV of Ea a~ J 4~ 3830 Pilot Kriob Road Eagan MN 55122 Phone: (651) 675-5675 - Fax: (651) 675-5694 ~~ ~..~ ~ ~~~s ~ For Office Use I I ~9 I Permit #: I ~~ I Permit Fee: I I t I Date Received: ~~~~ ~ I ~ Staff: I 2009 MECHlANICAL PERMIT APPLICATION Date: ~ ( O Site Address: ~©~ ~N'~ ~'~ ~O (IV'Y' Tenant: /1- ~ N Suite #: RESIDENT /OWNER Name: Phone: Address /City /Zip: CONTRACTOR Name: Metropolitan Mechanical t~ontractors,~, Ind.icense #: Address: ~~ ~~ Ave. So. City: ~~ P>~ai.ri-e State: ~ Zip: 55344 Phone: 952-941-7010 Contact Person: TYPE OF WORK ~ New Replacement _ Additional Alteration Demolition Description of work: S A ~ Pr ~ S u 2. NOTE: Both roof mounted and ground mounted mechanical equipment is required to ' be screened by City Code. Please contact the Mechanical Inspector or one of the Planners for information on ermitted screenin methods. RESIDENTIAL COMMERCIAL PERMIT TYPE New Construction _ Interior Improvement Furnace _ Processed Install Piping ~ _ Air Conditioner _ . Air Exchanger _ Gas -Exterior HVAC Unit Heat Pump _ Under /Above ground Tank (_ Install / _ Remove) ** When installing/removing tank(s), call for inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value $~ x t% $50.50 Minimum (includes State Surcharge) _ $ ~p~ . O o Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. S a State Surcharge - If Permit Fee is > $1,000, surcharge increases by $.50 for each = $ - $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). $ ~~ •~~ TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in confor ce wi the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start witho a permi that the work will be i accord a with the approved. plan in the case of work which requires a review and approval of plans. x .1JE 1J IJ1 S Q - ~cfa~s~t'Z-~, x Applicant's Printed Name Ap tc Signa re - FOR OFFICE USE Reviewed By: _ Date: ~Q~! ~~':~ f oG Required Inspections.. -Under Ground _ Rough In -Air Test -Gas Service Test _In-floor Heat ~Final ~' ~- // Exterior HVAC Screening Inspection 4 City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 Use BLUE or BLACK Ink For Office Use - Permit #: 16 7c Permit Fee: Ca 4 / /[.J - / Date Received: & D iili' is �� 14 died- a4 4'1 2010 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: q_30-4) Site Address: c ^^ LOCO � .- � 00-e�I/% - -- Te nant: Requirements: 2 complete sets of drawings and specifications, cut sheets on materials an com,,.,,.", hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Buildin :/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be ' - • ordance with the approved •Ian in the case of work which requires a review and approval of plans. / I p,h? l )U. - CL Applicants Printed Name x Applicants Signature Staff: Suite #: J PROPERTY OWNER Name: �4,6r Phone: Address / City / Zip: Sit Applicant is: Owner Contractor TYPE OF WORK Description of work:Wf- h!A.CIO Construction Cost: /MO! Estimated Completion Date: 10 ? ID CONTRACTOR Name: Sums ±(e c' 0, -c-- 7te,:tt - License #: ( - 7 5 Address: _�� I trW_ hi;i -- r`C0e- I-3 City: t / State: In 1'1 'Zip: .55/ Phone: ' -Si - f - ig -) Contact: U idikA Email: ` -=- ' FIRE PERMIT TYPE Sprinkler System (# of heads it WORK TYPE — New — Additien Fire Pump — Standpipe Alterations — Remodel — Other: — Other: _ DESCRIPTION OF WORK: Commercial Residential — Educational — FEES $50.50 Minimum (includes State Surcharge) OR surcharge is $.'G. 5,`'" increases by $.50 for each - $2,000 Permit Fee requires a $1.00 surcharge). Contract Value $ C)O x 1% = $ * 0 b Permit Fee - If Permit Fee is less than $1,000, = • d O State Surcharge - If Permit Fee is > $1,000, surcharge $ TOTAL FEE $1,000 Permit Fee (i.e. a $1,001 3/4" Displacement Fire Meter - $203.00 $ Fire Meter $ ,15' CO TOTAL FEE d is to be used 4 City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 Use BLUE or BLACK Ink For Office Use - Permit #: 16 7c Permit Fee: Ca 4 / /[.J - / Date Received: & D iili' is �� 14 died- a4 4'1 2010 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: q_30-4) Site Address: c ^^ LOCO � .- � 00-e�I/% - -- Te nant: Requirements: 2 complete sets of drawings and specifications, cut sheets on materials an com,,.,,.", hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Buildin :/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be ' - • ordance with the approved •Ian in the case of work which requires a review and approval of plans. / I p,h? l )U. - CL Applicants Printed Name x Applicants Signature Staff: Suite #: J .)&no Loa& Cft CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454 -0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.ora FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Trip Pump Test Central Station Conditions of Issuance: Permit Reviewed by: Date: Rough In Final Use BLUE or BLACK Ink ---------------, � � For Office Use I �i �l L� LLll r L'�'' i Permit#: ���� 6� i � � I I Permit Fee: � � 3830 Pilot Knob Road , �� � � I � Eagan MN 55122 „ , ,..s� � Date Received: � Phone:(651)675-5675 � Fax:(651)675-5694 � Staff: � _����������������J 2014 COMMERCIAL PLUMBING PERMIT APPLICATION . ❑ Please submit two(2)sets of plans with all commercial applications. Date: 4/6/2015 Site Address: 2600 Lone Oak Point Tenant: Delta Bldg N Suite#: Name: Phone: Name: Summit Companies License#: PC 645559 Address: 575 Minnehaha Avenue W City: St. Paul State: MN Zip: 55103 Phone: 651-288-0669 Email: caguilera@summitcous.com _New _Replacement _Repair X Rebuild _Modify Space _Work in R.O.W. Description of work: Rebuiid (1)RPZ: S/N: 138621 COMMERCIAL _New Construction _Modify Space Irrigation System(_yes/_no)(_RPZ/_PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to qickinq up meter. Domestia Size&Type Fire: 1 Avg.GPM High demand devices? Yes No Flushometers_Yes_No COMMERCIAL FEES Contract Value$1,000.00 x.01 $55.00 Permit Fee Minimum 55.00 _$ Permit Fee "If contract value is LESS than$10,010,Surcharge=$5.00 =� 5.00 Surcharge'` "If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 60.00 "'If the project valuation is over$1 million, please call for Surcharge -$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start w' a perrnit; that the work will be in accordance with the approved plan in the case of work which requires a review and app I of pl s.; � "� t X Celina Aguilera � Applicant's Printed Name App icant's Signature Page 1 of 3 City of Ea�all 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: /Z99e/ / e/ 6DatePermit Fee: 6/2 -6 - Date Received: Staff: 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: %( Site Address: 2 /O, ,'(/ ,� P/47 6 I 1 u l 1A-towgu , iU r7k‘2j (Tenant is: l Former Tenant: Tenant Name: New / Existing) Suite #: Name: MI/ PildAt/ ,a1/77 -g0 - Phone: Property Owner Contractor Architect/Engineer Address / City / Zip: Applicant is: Owner i Contractor Description of work: P' iaeVi7M/ Construction Cost 1/y57 000 Name: FM2 71 tow 4,,41/414//4----5- Address: State: MP(/ Zip: &---57/ 7 Contact: �'/,e Phone: Email: j License # City: 5. ma L. 6's7 Y 'y d 0Yfs /Y5 .F 1 lcoe Name: El/5 5/'✓'%Ai??/W( /t/t' Registration #: Address: City: State: Zip: Phone: Contact Person. PAX ./ . it/t Email: Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in co ormance with th- :. ances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a pe/t, and work i of to s :rt without a permit; that the work will be in accordance with the approved plan in the case of work wr re. res a review d appr. -al of plans. x 4, Applicant's Signature xffi /ii<9 f'rl,f/p Applicant's Printed Name Page 1 of 3 Use BLUE or BLACK Ink , For Office Use * City of Eaiall Permit#: I '/[U 9 > ,c 3830 Pilot Knob Road Permit Fee: - ' U Eagan MN 55122 Date Received: Phone: (651)675-5675 Fax: (651) 675-5694 Staff: L / 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date:4 //fl Site Address: Z?O G JL ',K 14 4'Y Tenant Name: (Tenant is: New/ Existing) Suite#: Former Tenant: Name: /ply D / ,, Jf. S Phone: 1417,Mkt k'fi/Qtly e 8 Address/City/Zip: 4SZel 1/ //vy- p or ,, ••• , ,,; Applicant is: Owner Contractor ; Type ofd Description of work: P '1 /m A Construction Cost:414 006,C c' Name: /"+t 171,1'LON t /1,0144/t/4 :3- License#: �.i Address: � � SP, L<E 3%1Z - City: L1/7Z( ° / i �'i011>lC�GoI State: /1il/ Zip: SI-0Z/ Phone: ‘s--7`y =41 'r' 1 ContactG /.S /(//' -i!// Email:/!/V,$ry�A774 � ez- , C0 /Fi'1 1 :.:,..,,,.....„-:::::::i17:::',:iii:::-1:i'-::Ez:::-'''', :, - Name: Z--V. S6/�t/L Registration#: Address: City: QV/ /�/ • i �`11�8C�I�tI��R�Ii'" it -i} State: Zip: Phone: 144.,?,,,,- Contact Person: /. diffrk_ Email: l Licensed plumber installing new sewer/water service: Phone#: i'C LTE Plans and supporting documents that you subethvire.,geoafdered to be;Public information.. Portions of... the information maybe classified as non-public yob amide specific reasons that wouldtpermit the City to 'conclude iat the are trade secrets CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinanc- -nd codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to sta ' itho t a permit;that the work will be in accordance with the approved plan in the case of work whi. require = review and approva of plan.. x %ec.1...�' /14&;114 _....., Applicant's Printed Name - • . icant's Signature Page 1 of 3 ' O ti ~ 1 `i ( ~ o O ~ ~ w o Z Z O v Q L o~ a O o 2 ;7) ~ Ili ~ ~ ~ ° •2 ~ i ~ [Nn i O h--+ +v C~j bA o a N U W 'l; O' W N N O 04; O Q~ ~ N 0 0 ~ o 1 ~ N bq 4~ ~ ~ 01 v CL F r by ~ Z' ° ~ ~ € ti c i CERTIFICATE OF OCCUPANCY EA042012 City of Eagan Department of Building Inspection This certificate issued pursuant to the requirements of Minnesota Rules Chapter 1300.0220 of the International Building Code certifying that at the time of issuance this structure appears to be in compliance with the various ordinances of the City regulated building construction or use. For the following: .Business Name Northwest. Airlines Permit Number _ EA042012 Construction Types Zoning: - Code Edition. Occupancy Groups: Building Address: 2600 Lone .Oak Pt Building Owner Metrophtan Airports Commission: Owner Address 5101 Northwest Drive Dept A4450 .'.Sprinkler System No 4/25/2001 Building Official Issued Date CERTIFICATE OF OCCUPANCY EA041396 City of Eagan Department of Building Inspection This certificate issued pursuant to the requirements of Minnesota Rules Chapter 1300.0220 of the International Building Code certifying that at the time of issuance this structure appears to be in compliance with the various ordinances of the City regulated building construction or use. For the following: .Business Name Stop Over Store Permit Number _ EA041396 Construction Types Zoning: - Code Edition. Occupancy Groups: Building Address: 2600 Lone .Oak Pt Building Owner METROPOLITAN AIRPORTS COMM Owner Address 5301 NORTHWEST DR DEPT A4450 .'.Sprinkler System No 2/19/2003 Building Official Issued Date � � �% ° - �A0�8769,�01 C�RTIFI�ATE £�� OC�'II�'��T�3� ���� . �� = . . _ - _ _ C��-of Ea.ga� : �t: .� �, � � � - :.Departme�t 4��3u�lc�i�g�n��ti<>�� =i . _ � � _ ,a � � ��.� �� w� _ — � . � a � v.« � v. �.� _.,., � � - _ «�� 4 s_ ti. . �� ��v - � . F.. � a �- � �ma. � , �y ., ,� .r � �, �, �_ � �__ � , _ � a _ o. � � .. �� _ - _. � � � �-,— _ - m x� � � __ � � � _ =r. �x � :, �. � � � �, ..�-�..� `� �_�� _ � � r �. - — This �ert�cate ���ued�ursutrn�to the �e��irem�nts of`Sectz�n��f}9���e ��iz�c���n Building�'r�de c�tt,fyang�at at��e���:�; ��� tirr�e o�,�ssu�znc�this�tr�etu��,r�ppea�s �`�=�����n c�mplza��.e wi:t�i �h��riaus ��dinances �,���� City�e,gulc��ed���dzn�R � � n � �ara.�t��ctzQn o���se. �'�r the fol�o�ving � _- �� - ,— _- , . , .� - _ Business Na�� �. �1WA�Pan A�i NATCC� . ..�°� ,. _._ ` �T ��tm�tt Numt�e� EA�3$�6�� - ~ ,ti,� � ,. ,� - �_� _ - _ Gon���ion Types � -: - `� ; - Zan%ng �` �. , � �� . .. ..:. �....�. - � �-� - _ _� __ - � s � _, .R �, � , �,,. - ;� = ,�P a� �c�de Edttten� � � �"�" ,� � � Occ�panc�Griiups. - � - - - Buildrng�ciress: 2600:Lt�ne K'3a�Pt"' _ "°. �... �.. , �-� ,,. _. _ � a. , �- . - . , � , _ _ _ �. ._�°�B _ �,,.,. uilding(�vunery�;` METl�.��OLITAhi�A.�'ORTS.��� � �4� n � ___F g _ t : � � i � �- =-� Q r�>ss ,.. � ,- , rv �� r wner Add 5101 l�fi�R�"��ST�I3�PT A44� �� S��inkle�'�ysterri;' N�:. � ��� � `� � ,r ,�,. �. . , �_ � � �- �.a. � ` �� � _ - - _�n _ -�� Y� � - r � _ . ,.... �. ... � , .. _ �... _�. �, - � :. ,_ ����� _ - � �_ . . �, � � _ � :..� s �� _ . se. � � �. - .F , _.. � �. � .. _ -�_ _. _ _ r �_ ; w.... - �- � � ��. �� �� � _ � - _ � -.� s x � � �� f e _ ,�. - � T� _ � � - .. ,� � ��. ,�..a � � �� � - � � ... _� _ �.. . � � � � ��_ � ... �. n�. �.e� �� ,� _ ,.. x u w � � w. � . �� _ �� � ,. n.,. 9 , _ � ���, -� �- ,� . � � . � , < . w� �� � x- �.z. ya� � - � �, -�, � . ,�a �._ ... .. _ � �e �, � �..., � „k >.�, q _� � � � ,._;N.. ,.. , � �t , �.. .µ � �. � ���,x, _ � �.,e.. r� � _ �-� � ry �.�. , ,- �� �, ,,�� � � � _ ��3� � � � ��.,: _ � , � � , � � �.�- ��� � ��.. �. � � �=- �, p . � � _ -�.�. m;� �� � _ ..� � _ ` � � � . � � . �� n... � - - - u � � � � _ � , �� _ ��. � � � T �_�� � � - - _ ��- � __� �� .�. � ,� �� ����,. .. ,�...., ,. _ �_ � � � � � - ��,. - � , .. � _ - _ - w t �- : � �� I3uil�lzng�l��ial � _. �� y� � �� _ ��.y r � T � � � _ ��� ��'s�ued Date w, p �« � �.x � �-� � a = �. - � . � ,��.. _F�, _ � � � _a � � o� _ n, � � _..,, ` f''+ �j H V EA04�t1�9=Q1 : : �������1���� .:�� ��� 11���� 1 n " ` .� . y.. , ,. , =�.. �1�Of�c`l c'�11 : ,. n._ , �. � , -r, A .. � � , �� , �. : ; Dep�.rtment of Bu��ding�ns�ection °• .. . t.. - _ �.. ,�. : . ; .� , Tl%zs��-�t�cate iss�ed �rsua�a#to t�ie�e„ ut�efnents-o ,S'ectzon 149 o....tl�e ��a a�m Bualdan �"ode certa in t1�at at��ie,,: . �' _... ,..,.. R' �, .� : , „�.. .�' , .� g .�.Y �' . . �, .. _.a �_. xz�e of tssu��tc�th�s s�r�et�re�:appear,� ��:be i�t;cz�tn�liance w�th the'v��aaus o�dina��es af t�i��"ity�eg�lat�d�ui�dz�tg- , � cQnstr�ctzon i��us�: �'Qr th��Qllowin� , � a usine�s,.; ame:�. � � � ° ... . er�rt Et��,0,�059.::; �: , _�' I�Turnb�r;:" GoiC�truction Types ' �1ing �I � �� � _ ., . Zo ' �.: �;. , I w .. � ... , . .. � � � �ode Edrtion � � .ti, , �.. - � , , . , , „ ,..,, QeeupancX Gxc%�ps : . B�ildzn Address: 260U Lt31�IE OAI�':P`#'....._...;... , ,. - .. � ,_. : .� �,.,a.. �.,. $ ;. Bu�Id-ing Owner: �O�TI�WES'�':,�IR�;�T�� .... , N.. , � Owner Address.. ; N�„�60�?L4���3A�:;PT _. . ,. � � „ Spri�k�er Sy�tern; �dp . ` _.�,;. , ,.� , ;; � ... .. , �.._ .. _ ,..:. ,. .,, � _..... _ � _ . �_, �, _ � „ _. .� �a , ,. , T- ,... ,_ .,. w� ,. � , � - . �,. � . � ; � � �� �� ���. . , � . .� , �°�" uxl�'zrag p�e%a... ; �:lssued Dat� � _ ' ��4�f)$I� 01,. : �El�'I�IFI�AT� �l� (.��C�JP����Y _:� : Cit� af Eag�n ` ; ' � Dep�.rtme�t of Buildin Ins ectio� � _ �. ,. � � , ,., ., �_ ,. _ _ �, _ � ,. ,. _.. .. _.�,., ,. �� . . w. „ :.,. ..._..,� ,. .. . ,. ,. 7'�is c��t�cate is�u�d pursuant to�h� �equz�emen#s o,f,Sectzo�t 1 a9'o�'tlze Unifa��„�3u�ldz�g Cvde cErtt�t���h�t�l�e; .:: .. ��.. ttri��of iss�aanec th�s str�cture appe�z�s t� be z�t;����lta�zc�w��h.the various ��'dan���es t�f�he �it�.�eg�Iated�i����lzng: � canstr.�ctzd�c�� us�` �'or:thef'�allowing: ,_:: __. ... ; Busfness Name: . u.: ......... _. .. Perm�t Numbez: E1��24894...: _ ,:. , , _... ,.. . , � . �, C,t��structio�t Typ�� .�.. ,. . r_ , ,., .- ,� ��tC'�ng �' . .. � » . . , ; . . �.... �., . ,. _ � �bcle�dttton .. , ,__ _, r ,:Occupancy Grou�s, B-2. , ` . ,.:. Buildtng.�;t�d�'�ss:. 2600 Lt11�OAK PT........ , ;> � � �m,�.. �.. _: - � , �< , � e ,. , Buil�i�g{)wtter::;' I�TQRTHWESfi AER()SPACE �µ' , ; , ,,. , fJvvner�i.,dd�ess: 26(1.Q L��IE.ORK:PT � ., � ,.. , Sp�iinkler�y�t�x�t; 1�1�: � , >.. �� ,,,,.. � ��� �.� . � � , � -_. ,. �: � �... �...� ;.� - __. � _.. � n.:...._ ,,.� r w w- � , - „�.,.. .� _ - a „ �..� . E.:. . �,. ... ; , � � � �� ,� � � �.��� �.'.��. � _ ` � � ,.,. � � B�z�ldir��.Q.ff'zcu�l,,... � � �,�a � . �.. � a . � ... . �... ° ,.u. � .� I,ss�u� tQ �;,,, �.,:... n:..., ... . ,. ..._ _ � �� � , �_� EA022586 41 _ : � , ��I��IFI�AT� (�F t��C�P�I'���` : : ��ty af Ea��n � �_ .., r . : : ; : �e�axtment of Building Insp��tion . ° � ,, . ,.... , : „ Thi����t��c�zte �ss�cd�ursua�tt�o �he re uirernents�,f'Sectzo�i 109 o the-�l�a a�'�n Buil���tg G'oc�cer��z��tl�at at�h� . �� �, rc � R � . .�' � %ir�ie of issa�ance tliis s�ruc,�u�e c�Ppear� t�:�e i�t c�m�liar��e with the var�iozts o�di�����s Q���� �ity reg�l�zt�cl.�r�c.��a��n�:�..:e ..�. . � cQns�r�ctzc�n or�us.�. F'Qr z�he .Qdlowin , � S Busin�s I�ame;, ;-- ; - Perm�t�tumber E�4022586.. ,M ... . ,.,-� „ Ga�istru�tion Types." ` Zoning. � ... � � � . � �...' _ .�. �� . Ctide E�lrtion. ,. _. . , .._.� - . , � . Oec�pan�y Gro�tps.. B=2 . - � ; . ... ' ; °:; B�i�dirig��dxess;; .�6U0'L41'�E OS4K PT.. .. .� _ e _ . ,. �.. � � - _� ...... , :." Buil�lin��,uvner: :' ���ROSP���„'x'RAIIkiII��.:�01�'�... ,. ::: .. � _ � ,. � ;,� ,..: � � : flwner Addr�ss � :2SU0;LbI�E 17�K FT ,.. ,.. ,. �prin�Cler System: No ; , ... ,,.. � �., .. _ , ,.._ : , , .. � _ � ,. _u ,.: H,YfK r, �. .. . �... . .. . ...: ..: ,,, � 1 . , . , . ' .. , : : .,., .. ,,, _ - , .,_. � m� .� �., , _, ,- . . .. ,,, . _ ,, . � , . , , ,�, ....� . _, .. _ n-• .,.. ,x ,,,,,�., �_ ' , . � � r r ,, �,, .: , . ! � . - •- . . Butldin f� aei�l . ��� . � �� , �. � .�.,m _ �,_ � u . ' : �ssue t� .._..:, ,., _ .... �' . � � � '; EA42C`�'78 D� �.. �'``1 r��` ('� j�� �t�j` _: : `:, 1.,��� i. 1������ �.J� ��� U���1.� i; ,.,.. :: ^ , ; Ci� of Ea �r�-.r � � : ; �� � Dep�rtment of Bu��ding Inspection „ _.T : , ,... � e. o `This certa cate t,�sucd ,ui�sa�at�t-to'�he�e ut�ements o �S'ectton l09 0":;the �na a�m Bz�ildirig C"a�e eer��,fying.t�a�at tt��,;; .� , .l? �.. �' .f .�' : .� . .. . : _ . .�.. tin�e of is,��a��e t�iis st��cture�zppe�zrs tr�-be a��otn�alza�ce w�th�t�ie:Vr��%Qus �a�din�znces a�th� ��y::�egulatec�=�iui�dxng: : , .. � . ear�structzr��a� ���. F'�r.-t`h�e�'ollow�,ng� �,.. � . . Business Name; Perm�t I�Turrrber: EA�2687$ � � �C��tru��ican T�rp�s. � ; ..,,. � � �� ..' �: �t�n�ng � .. , : � . ....,.... ,... , ;. Code EdXtion - ... ,,..,�: �. . ., �.�u Nf. � � �� o,,.. �„ �....m � .,,_ �� _ r _ _�,., .. �.,.:. � _�...0 .,.. ,.. � � b�_a,. Oceupan�y Groups: � � , �Buil�lirtg Address-...260U':LONE'OAI����P'�'„ H. , ,,.. ; : ,. , : .. .. ...> ;,.,, Buildit�g�w��r: .;' NAT�� � ; .. C�wner�.�d�-ess 26D4°LONE OAK.PT � �., , , ,... �� � �pri'r�1��er�ystem:; No: , � - ,. ` � ,�.,..��.. � . ,. �,. ,.. _..w _ � _,.� , . r , � � .... x_, m ,._, �.. � .. � . � .;� �� . �:, . , , _. . , ,�. � ,.,,�- � �� � ���- , ., ,.. .. : .� , ; �,,....., ,.. � :,� , >, �,m . . ,.. », ,� � . . _. � _ .... ,._ r.. . ,� ���._..,.. _� _, _ �.� ,. :. ._ r.. ,,. "�_.:.. �,.. �. _ . � ; �, µ�.i :. � �� � ` � � � ��` , _. ,.. a...,. �. ,..... � _ , «. . , - ,,, . v e . ,. „ � .� , - � � , �r � ��.,r...�. . ,�� Iss ued 13ate ,. ; : ��zl�� f� te� � , � _ . Sprinkler System: B-2 CERTIFICATE OF OCCUPANCY City of Eagan Department of Building Inspection This certificate issued pursuant to the requirements of Minnesota Rules Chapter 1300.0220 of the International Building Code certifying that at the time of issuance this structure appears to be in compliance with the various ordinances of the City regulated building construction or use. For the following: Building Official Issued Date EA022586 Business Name: Occupancy Groups: Building Owner: Permit Number: Building Address: Construction Types: Owner Address: Zoning: EA022586 2600 LONE OAK PT NW AEROSPACE TRAINING CORP Code Edition: 2600 LONE OAK PT No 11/10/1995 Sprinkler System: CERTIFICATE OF OCCUPANCY City of Eagan Department of Building Inspection This certificate issued pursuant to the requirements of Minnesota Rules Chapter 1300.0220 of the International Building Code certifying that at the time of issuance this structure appears to be in compliance with the various ordinances of the City regulated building construction or use. For the following: Building Official Issued Date EA000059 Business Name: Occupancy Groups: Building Owner: Permit Number: Building Address: Construction Types: Owner Address: Zoning: EA000059 2600 LONE OAK PT NORTHWEST AIRLINES Code Edition: 2600 LONE OAK PT No 4/30/1992 Sprinkler System: B-2 CERTIFICATE OF OCCUPANCY City of Eagan Department of Building Inspection This certificate issued pursuant to the requirements of Minnesota Rules Chapter 1300.0220 of the International Building Code certifying that at the time of issuance this structure appears to be in compliance with the various ordinances of the City regulated building construction or use. For the following: Building Official Issued Date EA020894 Business Name: Occupancy Groups: Building Owner: Permit Number: Building Address: Construction Types: Owner Address: Zoning: EA020894 2600 LONE OAK PT NORTHWEST AEROSPACE Code Edition: 2600 LONE OAK PT No 5/27/1993 Sprinkler System: CERTIFICATE OF OCCUPANCY City of Eagan Department of Building Inspection This certificate issued pursuant to the requirements of Minnesota Rules Chapter 1300.0220 of the International Building Code certifying that at the time of issuance this structure appears to be in compliance with the various ordinances of the City regulated building construction or use. For the following: Building Official Issued Date EA029078 Business Name: Occupancy Groups: Building Owner: Permit Number: Building Address: Construction Types: Owner Address: Zoning: EA029078 2600 LONE OAK PT NW AEROSPACE TRAINING CORP Code Edition: 2600 LONE OAK PT No 11/1/1996 Sprinkler System: CERTIFICATE OF OCCUPANCY City of Eagan Department of Building Inspection This certificate issued pursuant to the requirements of Minnesota Rules Chapter 1300.0220 of the International Building Code certifying that at the time of issuance this structure appears to be in compliance with the various ordinances of the City regulated building construction or use. For the following: Building Official Issued Date EA026878 Business Name: Occupancy Groups: Building Owner: Permit Number: Building Address: Construction Types: Owner Address: Zoning: EA026878 2600 LONE OAK PT NATCO Code Edition: 2600 LONE OAK PT No 11/1/1996 Sprinkler System: NWA - Pan Am NATCO CERTIFICATE OF OCCUPANCY City of Eagan Department of Building Inspection This certificate issued pursuant to the requirements of Minnesota Rules Chapter 1300.0220 of the International Building Code certifying that at the time of issuance this structure appears to be in compliance with the various ordinances of the City regulated building construction or use. For the following: Building Official Issued Date EA038769 Business Name: Occupancy Groups: Building Owner: Permit Number: Building Address: Construction Types: Owner Address: Zoning: EA038769 2600 Lone Oak Pt METROPOLITAN AIRPORTS COMM Code Edition: 5101 NORTHWEST DR DEPT A4450 No 12/13/1999