Loading...
1090 Gemini Rd Use BLUE or BLACK Ink ---------i For Office Use I Permit#: V~ I City of f Eap I JQ I I Permit Fee: r V; v /']o I 3830 Pilot Knob Road I r/ Eagan MN 55122 I 1 ~ ~1) I Date Rece'ved: I Phone: (651) 675-5675 I I Fax: (651) 675-5694 Staff: I - - - 2011 FIRE SUPPRESSION SYSTEMS PERMIT APPL ATION* Date: Site Address: I( AD GO ► , R""-"` Tenant' ...J 14 ~ r`D` Suite PROPERTY OWNER Name: -S h c,,A-) d Phone: Address / City / Zip: tgf q0 6r a n 1?o C-C Applicant is: Owner K Contractor TYPE OF WORK Description of work: r:1S'-~~~^.e /L/ f;nli~e~ ^6 I1W Construction Cost 14W Estimated Completion Date: / CONTRACTOR Name: ~~er71 r c l~r cL ~'oY1 License 00'&q Su.,£e Ito Address: 16. City: ~ o State: M Zip: Phone: l~ l -13 gq 3'3!L O Contact: T t"~fIItt' Email: -tMlll. 4e- 1~✓v~" ire . (o y~ FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads_) _ New Addition Fire Pump _ Standpipe e Alterations _ Remodel Other: _ Other. DESCRIPTION OF WORK: Commercial _ Residential _ Educational FEES $55.00 Minimum (includes State Surcharge) OR Contract Value $ t4 ~/00(-) x1% _ $ 1 6a° Permit Fee - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee yy Surcharge (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) $ TOTAL FEE 3/4" Displacement Fire Meter - $204.00 IQ lk $ N Fire Meter $ A I R 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 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 Building/Fire Codes; that I understand this is not apermit, 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 y Applicant's Printed Name icant's na re f 10 90 ~ ~~JO CALL BEFORE YOU DIG. Call Gopher State On~Call at 160)45L-004ifor protection against underground utility damage Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.om FOR OFFICE USE REQUI ED INSPECTIONS Y Hydrostatic Flow Alarm Drain Test ` Rough In Trip Pump Test Central Station Final Conditions of Issuance: Permit Revi6ved by: ^ ) Date: l / CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE 19 RECEIVED FROM AMOUNT DOLLARS IDD ? CASH Q-Ct41tCK BY White-Payers Copy Yellow-Posting Copy Pink-File Copy Thank You BLDG. PERMIT NO. f? Fr-. 01-3210 Bldg. 4Y'ermit 01-3422 Plan Ch-eck t 01-3445 Surch./Adm. 01-3446 SAC/Adm. 01-2155 Surcharge 17-3860 Road Unit 20-2275 SAC 20-3865 Water Conn. 20-3868 Water Trmt. 20-3716 Water Meter 20-2252 Acct. Dep. 20-3713 Water Permit 20-3743 Sewer Permit 79-3866 Sewer Conn. 11-3855 Park Ded. 4k?g I 5-v C.., C-) 1 C??i r" , f TOTAL CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT To be used for Est Value t ,JCI , Cr00 Site ?ftl1NZ Lot Block Sec/Sub. Parcel No. a Name 3 Address ° City Phone Name 0 Address ? City Phone AY 15 ,19 OFFICE USE ONLY On Site Sewage _ Occupancy MWCC System - Zoning On Site Well Type of Const City Water (Actual) (Allowable) * of Stories Len th g Depth S.F. Total Footprint S.F. a water/Sewer m Name Police o Address Fire Engr. m city Phone Planner Council FEES Permit Surcharge Plan Review SAC, City SAC, MWCC Water Conn. Water Meter I hereby acknowledge that I have read this application and state Bldg. Off. that the information is correct and agree to comply with all applicable APC State of Minnesota Statutes and City of Eagan Ordinances. Variance Signature of Permittee Road Unit Treatment P1 Parks Copies TOTAL A Building Permit is issued to: 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 Permit No. Permit Holder Date Telephone tt Plumbing y CI ur..j ( z >. i ; HN.A.C. Electric ) ( ! a? D Softener ' Inspection Date Insp. Comments Footings I l ?' ??x/?7 I y Footings II L ?is?b'7 ?, 6/8 y ?v Foundation ?A17 Framing 8`?/b y B p G°'.s/if uJa 9?6 ?'7? Roofing Rough Plbg. Rough Htg. Isul. 9-?-P 7 ?. Fireplace Final Htg. Final Plbg. , Bldg. Final Cert. Occ. F fj - o y Temp. LP o ??/ PG Deck Ftg. Deck Frmg. Well Pr. Disp. /? 4"&^ -2, ve p4,. ,_a V gj. 10 /15- ia'7 ok PZ" 0. i%0/87 0 K )& 4. CITY 3830 PILOT KNOB I Site Address Name U OIJ A[L-CMN? +rGRL o Address 1,VQo 4v vQ -4LE A c City 41M2 AWb,4 Phone Name ?1.A?£L PN? f 3 Address /0 91> c7cm #'v I Ka 0 City E AGed dl Phone - TYPE OF WORK Forced Air M BTU Boiler M BTU Unit Heater M BTU Air Cond. M BTU Vent. CFM Gas Piping Outlets # Other FEE: S/C: TOTAL: kGAN• RECEIPT # pf a sn-? EAGAN, MN 55122 DATE -8100 LDG. TYPE WORK DESCRIPTION es. New ---A ult Add-on omm._ Repair Iher . .11 FEES HVAC 0-100 M BTU _$24.00 nONAL 50 M BTU - 6.00 HVAC INCLUDES A/C ON NEW 'TRUCTION) 3UTLETS (MINIMUM - 1 PER PERMIT) - 1.50 EA. VAND FEE - 1% OF CONTRACT FEE 3LDGS. - COMM. RATE APPLIES JHOUSE & CONDOS - RES. RATE APPLIES 1UM RESIDENTIAL FEE - ALL ADD-ON & REMODELS - 12.00 IUM COMMERCIAL FEE - 20.00 SURCHARGE PER PERMIT - .50 $50 S/C IF PERMIT PRICE GOES ND $1,000) SIGNATURE OF PERMITTEE FOR: CITY OF EAGAN PERMIT # MECHANICAL PERMIT ?- CITY OF EAGAN RECEIPT # ?y 3830 PlOT KNOB ROAD, EAGAN, MN 55122 DATE: !? ?I ITRACT PRICE -? le PHONE: 454-8100 Nan Add c City BLDG.TYPE Res. Mult Comm. Other WORK DESCRIPTION New Add-on Repair, Name FEES RES HVAC 0-100 M BTU -$24 00 Address . ADDITIONAL 50 M BTU . - 6.00 3. _ City. Phone (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) 50 EA - 1 TYPE OF WORK COMM/IND FEE - 1% OF CONTRACT FEE . . Forced Air M BTU APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU REMODELS - 12.00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PEB PERMIT - .50 Vent CFM (ADD $.50 SIC IF PERMI1? PRICE GOES Gas Piping Outlets # BEYOND $1,000) Other FEE -A C S/C: SIGNATURE OF PERMITTEE TOTAL FOR: CITY OF EAGAN PLUMBING PERMIT CITY OF EAGAN / 3830 PILOT KNOB ROAD, EAGAN, MN 55122 1 / DWnMV- dad-AInn Site Address 4 r, Lot /- ;Z .- Block Name i fir ; 6j -4 Ta Address f 1` 1 2 r 7 P?. 1 1 E )-U. 11 City Phones"-? V -L- Name Tr i ,, r r C "4 V, C Address 3 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 BEYOND $1,000.00) SIGNATURE OF PERMITTEE FOR: CITY OF EAGAN PERMIT # RECEIPT # 1 _d C.,A "-r I DATE: ! 7 E:LDG. TYPE WORK DESCRIPTION Res. New Mull. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 .7 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 y Urinal/Bidet - $3.00 r Laundry Tray - $3.00 S 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: I1 - r C: STATE S/C: GRAND TOTAL: j CITY OF EAGAN f ermit No: ` 10 Date: b -10-87 3830 PW Knob Road Meter No: Size: P.O. Box 21199 Reader No. Date: Eagan, MN 55121 a Site Address iuyy C:eaini Road Ll-3 Bb Baran rtr -4 Pk f3 Plumber. Bowler Cotjpeny Conn. Chg: Zoning: Milk, Acct Dep: No. of Units: CfcNhse Permit Fee: I0.0)pd Surcharge: . 50pd I agree to comply with the City of Eagan Tr. Plant 1 440.04 Ordinances. Meter. WATER SERVICE PERMIT CITY OF EAGAN, ;°. . 3830 Pilot Knob Road- i" P.O. Box 21199 Eagan, MN 55121 Zoning: COMM Owner opus Co= Adds y Site Address: Plumber SEWER SERVICt PERMIT PERMIT NO.: 996.4 DATE: 6-10-87 No. of Units: Ofc/Whse 1 agree to comply with the City of Eagan Ordinances. By Date of Insp_ Insp.: Connection Charge: 4,200.00;d- Account Deposit: Permit Fee: lip. 00Rd Surcharge. . 50: Misc. Charges: Total: Date Paid: CITY OF EAGAN SEWER SERVICE PERMIT 3830 Pilot Knob Road 9964A P.O. Box 21199 PERMIT NO.: 6-10-07 Eagan, MN 55121 DATE: Zoning: COPL'_ No. of Units: OfcMse Owner. Opus Corporation Address: Site Address: 1090 Gemini Foad L1-3 B6 ag Ctr Ind Pk #3 Plumber. Bowler Company I agree to comply with the City of Eagan G Ordinances. ! By Date of Insp.: t Insp.: Connection Charge: Account Deposit: Permit Fee: 10.50 pd Surcharge: Misc. Charges: Total: Date Paid: CITY %,,; EAGAN Permit No: . ?j 10 Date 3830 Pilot Knob Road Meter No: Size: P.O. Box 21199 Rea-detr No: 9 Date: Eagan, MN 58'Zf t .t Owner--'-Pus LorporaLion Site Address 1090 Gemini road TA-3 B6_ Fagan Ctr Tnci 13k Plumber. owler C Conn. Chg: 299kni r+44"LA2 Acct. DeD:_ Permit Fee: J jFLU=Lt-L"%J1 "- " Surcharge: ?g>owith the City of Eagan Tr. Plant rd nancea. Meter. ? Misc.: By WATER SERVICE PERMIT GOLD COPY PERMIT RELEASE =0 PERMIT II U U / D ADDRESS III %/r) l' )IM PICKED UP BY L ?L,? L - ! 7 7 CASH RECEIPT CITY OF EAG?N 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE f -/ f9 f-I wacalvon AMOUNT ? CASH ? o cp i,1vv 2 V t ?.? -&-DOLLARS i ,ao ,on I)I A / 9,014 1 ? I_//n ,, n 1 n .\n Y/? // __C/o gD 0.0_m cxv /?? VUN0 cOOE AMOUNT O i g /A A n a 7a? 379 a j R / l0 70 9 Thank You My BY N4 / 368 White-Payers Copy Yellow-Posting Copy Pink-File Copy ,BUILDING PERMIT To be used for OFC/WHSE Est. Value $1,100,000 Date Receipt N_ 13630 7js.6o MAY 15 19 87 Site Address 1090 GEMINI ROAD Lot 1-3 Block 6 Sec/Sub. EAC CTR IND PK 3 Parcel No. a: Name OPUS CORP T Address 800 OPUS CTR City MPLS Phone 936-4671 .c Name SAME u< Address i City Phone City I hereby acknowledge that I have read this application and state that the information is correct and agree to complywith all applicable State of Minnesota Statute annq Ptyy f Eagan Ordinances. Signature of Pei -:`-' ...L,'? d .-G3= A Building Permit is issuedRo: OPUS CORPORATION all work shall be done in accordance with all applicable ate of I Building Official CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454.8100 OFFICE USE ONLY On Site Sewage Occupancy - B2 MWCC System Zoning IT On Site Well Type of Const City Water Y (Actual) IIN SPRINK (Allowable) VN SPRTNK * of Stories I Length 306 Depth 147 S.F. Total 902 47 Footprint S.F. , -44 982 ; APPROVALS FEES Assessments Permit 50 $ 3--3. Water/Sewer Sumharge ?4U 00 Police Plan Review 1,651.75 Fire SAC, City 800.00 Engr. SAC, MWCC A 9nn_ 0 Planner Water Conn. N/A Council Water Meter N/A Bldg. Off. Road Unit 411 1 0 APC Treatment P1 , . -e.OO Variance Parks ' ' T?zrO Copies , TOTAL $18,Q1b-25 on the express condition that Statutes and City of Eagan Ordinances. aP l Olb01 2005 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used S C S / q / b Date nn Site Address: I w' 0 C'1 n ^' I { Q.V1'l ((A Tenant / Building Name: ? UU-) (l (Y? (1-,j The Applicant is: Owner Contractor Other PROPERTY OWNER Address: City: State: Zip:: 1 ? I? w? yV? ? CONTRACTOR (? ?( y,? ( MN License #: : L k i ll Address t _ C ty: ?- State: ? ? L?V Zip: Phone #:-702)-307-5M ESTIMATED COMPLETION DATE: U / Qs FIRE PERMIT TYPE: Sprinkler System (# of heads _ Fire Pump _ Standpipe Other: WORK TYPE: New V, / Addition V, Alterations _ Remodel Other: DESCRIPTION OF WORK: _ Residential _ Educational Commercial n 4,V -Pr Q LI (? Other: ` l C Eli :P 7e l; PAY Please continue on reverse side g.. PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ x .01 = $ 3 " Permit Fee • If Permit Fee is $1,000 or less, add $.50 =:> $ n ( ) - SU State Surcharge If Permit Fee is over $1,000, add $.50 per $1.000 Permit Fee 3/4" Displacement Fire Meter - $161.00 $ TOTAL FEE: $ I 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 Building/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 a in accordance with the approved plan in the case of work which requires a review and approval of plans. I .VY au VCILI -) Applicant's Printed Name Applicant's Signat e DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test _ Rough In Trip Pump Test Central Station 7?- Final Conditions of Issuance: Permit Approved by: Date:_ / COMMERCIAL 1^ - ? L 6 2002 BUILDING PERMIT APPLICATION t---? C? CITY OF EAGAN 7 l d J 651-681-4675 L ?3. ?C1 Foundation Only New Construction Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1)" • Landscaping Plans (2) • 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 • Elechic Power & Lighting Form (1) 1 • Master Exit Plan (1) l 1 • Fire Protection Plan (1)" l 1 • Soils Report (1) 1 • MGES SAC determination letter • MC/ES SAC determination letter MVES 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 -submit plan to MN Department of Health. Call 651-215-0700 for details. d$T: DATE: o WORK TYPE: _ NEW REMODEL CONSTRU frA SITEADDRESS: TENANT NAME: ?/ J ??/ .5 ?E3 / Yry/?? 7 :SUITE i FORMER TENANT NAME, IF APPLICABLE: DESCRIPTION OF WORK ?yS??C pc C '/ k?a? QL?[ t!' ?X a6 ? 4 Name: F,( (?s l rvl hF_04 A(r d Phone #: (;?> l5 / 7 - -?930 PROPERTY Last First / OWNER /1 Street Address: 73,;n-7 LNrt? E' Cc t (-V, / city: C D dRM? = v ? State: Zip: / DFYV& LA-U P3 6oNTA-C,T-) Company: /c5Z C.7Lr ?'LrQs2 ?o_phone #: (`01 17 / - 7 CONTRACTOR Street Address: at 1?C /12? City: i State: Zip: ARCHITECT/ f ENGINEER Company: Phone #: (45CQ) 019 / _A51 Name !? . Registration #4 A- i'IZ4 r-- ,,--3 Street Address:? City: elcapeq?p? % State: - Zip:S 7 J? Licensed plumber installing new sewer/water service: Phone #: () I hereby acknowledge that I have read this application, state that the informatio nd agree to comp) ith all applicable Minnesota Statutes and City of Eagan Ordinances. Signature of Applicants of ;, ' `% OFFICE USE ONLY SUBTYPE ? 01 Foundation ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments X 27 Commercial/Industrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon WORK TYPE ? 31 New ? 35 Tenant Impr ? 42 Demolish (Foundation) ? 46 Windows/Doors ? 32 Addition ? 36 Move Bldg ? 43 Reroof ? 47 Repair X 33 Alterations ? 37 Demolish (Bldg) ? 44 Siding ? 48 Authorization ? 34 Replacement ? 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Census Coded zoning r' sq. ft. SAC Code Sp # of Stories sq. ft. No. of Units o Length sq. ft. No. of Bldgs. Width sq. ft. Const. (Actual) Basement sq. ft. MC/ES System m ? (Allowable) First Floor sq. ft. City Water ? UBC Occupancy sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation Q Plumbing ? Stucco/Stone APPROVALS Planning 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 Total Building 02"'- Engineering Variance VALUATION $ q$r 600 a?- coo L405.l03 1U53.(C?S' % SAC SAC Units Meter Size 1 ' Calculations Page 1 of 1 Pam Dudziak 1_09a_6fayt;t ;t-Poa_J From: Foye, Jean [JFoye@WelshCo.com] c6 ? Dusty-r-S Sent: Thursday, September 05, 2002 2:26 PM [nr f1 e f ?12?vn wt To: 'Pdudziak@ci.eagan.mn.us' 1 Cc: Laumb, David; Freeland, Bill Subject: Calculations According to as-built plans from the property manager, Genesis Architects has provided me with the square foot calculations for greenspace below. Please call if further information is required. Total lot 148,620sf Total building 44,982sf s 30% Col 5 /J?-aA'- Remaining area 103,638sf Greenspace 72,279sf = 7jeo y g.(, Bituminous 31,359sf = /o a f. / 70 [6 1` q? f4 09/05/2002 13 150 1987 BUILDING PEAMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES 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 INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND 0-Si -- - To Be Used For: q?(Gh6(<<Sc Valuat ion: 2 Date: 3 o G G c < 10`10 Site Address es OFFICE USE ONLY Lots I/ 2, 3 Block On Site Sewage Occupancy B 2- Eas9 r ?a e ?e ?e ? _ MWCC System ? Zoning L T Parcel/Sub l ?c?«5Ef 0.? fat k ?Ja3 On Site Well Type of Const G -? City Water ? (Actual) N S N, Owner Q (i S Cc c P 1 C ?l c a (Allowable) Szi l Pik 0 u G v\. j e r • # of Stories Address Length Depth 14"7 City/Zip Code \ ? S M i Vl V\ S.F. Total 4.1902- cf-P , PuIII?J41*1' S S3¢ ? Footprint S.F . 44982 Phone 4-'8) ( 3 ? !D -7 1 ' J APPROVALS FEES Contractor C/ 5 Co f Assessments Permit 3303. Water/Sewer Surcharge 540, Address Police Plan Review 1(oES l.'S Fire SAC, City Scb, City/Zip Code Engr SAC, MWCC 4 Zc>o. - Planner Water Conn H 7?: Phone Council Water Meter N/A Bldg Off Road Unit 3111 Arch./Engr. C( S <:?O ( ! APC Treatment P1 14-4-0 Variance Parks "Z-G-70 Address Copies TOTAL 180 City/Zip Code Phone # 3o-78. iEL lo?k2.'zs = 22?.= l ?(.?`? ??lfi 171 3 ??03. ? =- 2 = I X51. -r s Gj AL loo k 8 = Fcoco X25 x ? _ ? Z o ? ?(/aL SD?O Nl?- rZbP o UN (T- YI?x 3.? ? ?(ll pG f gc? x ? _ PN2(Z 1 4-to ,o Z K 1 40.1 5':?n = 2-cl -7 v 3303. j-° 54o 16.51. -7s 31(1 14401 29 70. 1 Mf paffff W WRIYE (0=0L COMM on Twn Ctes Flrea may 7, 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 Philadelphia Carpet Office/Warehouse to be located at Lexington Ave. & Gemini Road within the City of Eagan. It has been determined that 8 SAC Units should be assigned to this building. This determination was made as follows: SAC Units Charges: Office 5022 sq. ft. @ 2400 sq. ft./SAC Unit 2.09 Warehouse 42233 sq. ft. @ 7000 sq. ft./SAC Unit 6.03 Total Charge: 8.12 or 8 If you have any questions, please call. Sincerely, Donald S. Bluhm Staff Engineer DSB:RWJ:jlw cc: S. Selby, MWCC W. K. Johnson, MWCC George Spevaak, Opus Construction Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423 P461< (? 7 PROJECT: ?LLI?ADELPNrA Cl9tRPq-r CAC-64 # QST.Ito DATE: Q ' '16 '8'7 1. Average Thermal Transmittance of Proposed Eeuilding I 0.06 lb 1. Net Wall Below 1z4 x "U" 0•l4 = 3l 2. ZFa?e- Docw> Net Wall Area .Lolls x 0.08 = 1(025- us x .,U., o.1 = 43q 2Z?- x „V, 0.1+ 3 1 4e> 0.019 4 3. Door Area A L x "U" ' ss 3 (? oz. x "u" 6.2 = 17-b 4. Window Area 1o x 0.461 5. Net Roof Area 44534 Y. "U" 0.0(0 ;.611- 6. Sky Light Area 4419 x "U" O •S? = 2,fh TOTAL: 5(_9 4(,::5:1 Code Requires: Total Wall Area 24 418 x "U" .23 S (o l g Total Roof Area 444192 x "U" 06 TOTAL : 93 ( -1 DO 1.'E ?IEET THE CODE? YES V NO r I? PFlltAb"PA*A Ceava,7s P87.110 ------------- ?? ?Yy I1.G.n Iln3 sly S.{,etlnoCK >,1 Febco-? 'Yt Ve (,g 2? 7 c? (Zgf 67 Z, FA6cti,, ? 2 $ I (( '? 12? ?SJ Cg1,•y i ' ?? ?kk _ '(a- - o oS S/A3 ?IV S?y'fl .a.J NoT N lsksz?- t, Use FF M? N < <?WfN61-g lk,L =e o • o-I i j ?J?l tev? Q? o w CAI Soot ol? ow G I O??) oC a n ?t?rt t7 •? - ? It (it ? Z Cw+ca-SIFT ?-o?? b ? a'6 i _ _ 1??2?? ?V•b wy,i?- G•D l3 ? ? O • l ?f- ?? i i Ij it ?i IC I' '1 kltcsDbLP?{rh ((KVCf f S-1 •ttcD br&ft s i.C> ?k 9wc anS R orbs At, AL , A3 NUL-IA- C>LoSS W6u &a.bal boanS 1 PsnsoNwa- 3`fl? G?az,?b ?t?`-a)(a?o rt??-off Sneer-L ?a?-aX ??-> Vera-i..G ?2?-O ?Q `01t-t- C. 1So +135" t81? (o$ `lo,jn So6,W.L- = (O( D4 s`f- IB " PcArN K t2`• Pc.,(*JK hn - Sbz Cj ?ez-s? 9 ooti- S (. WA- - Au 6s lq- 38a6-4-90 -t04- :1? -4-Z'4 NOMA wa,C,L ,u= 0.08 i ° .'DS o0s *Lcp?- N-d? ?ntA hIA9r V?A66 3? = 38?t6 .?}z 6o ?Fz 13s ?tL S(f 48o C EL Its ?F-L- -,? 4t L- 4 2?* J? z-- = 2gsv-- ?8s-? kkAc - 228.E ?(Z?E pA = Q7-S = 4"do M A- = 73 S ?- = tN OttA = tS a? ?t MN = l`1 3 8a6 ??? I ?1l l6 OtR.Pd,k C?t.p ?rC P 81 l c o ?,BGa 4 a( 7 fSaaS-( Gna55 Lkw v- 62e,f?, ( (. Ez 8( Oct PtrSw,.cL Dod.? Z 1?3?`ol?'?c_a1 4i Ql? Z4 ?E z ?tivCin DoonsZ , `E? ?'-o?lc??-O> 5(?O 'lF Z 2,-fo E Giraz..?6 ?-tC?t_o> ?o`-n?? Q?-C (SO ?f Z- ?Pe Est \ ?tot -o)? om- ?5ioa ?aCnS 11E?`??-a? ??-o? wn.i4 Ca-°cn?6 l P 2Z?F ?f ? ? n Y?a?w QeN?fL- t?C?-cs.> 1?t aGnf? r(L Y 4'?D (ay' -f tW) _ u? lug ?Ft Fi6c&a SOe?o 48 {f` 9o.X- d> Cw ccyutcs ?lA u ?cLt[ 2-1-sr IN ?c.a U w 4?ocA'( `Lf "(- Df z ?crat LAJ gCtu..? ?vw , ZlL?YkkIf 4 (li, 1. 0-" Rt, t = $t oa - 41--it -S"O -?>qo - 108 -tffg n oS S C L*%,A- to 6-v - i-E d?k ,L- 9a ( o9?tL )Kz CWP677 Pg-?.tLO C ca,? S o >? W&14- W ?> 6LU?J p0 CK (-oj GL- l Fie &*,3 P4po µ= d• o s ??? L?' ?tTNLtP C o,4 n? ),k - O' t kf l??6SS Ci1ftx-, Lp, 2 . w k_A_ A du.Ja Cx%+o S" ??.?? PLbJCC Ja= O.0°3 G?z„6 µ= a•4a GLrs Sow ,u o . ?? Coacnu•c ' ,u = o as Pugs,.+?,n- O 2S , tz,.. G o. a? N,JOA Dom 0om"S A = b 2 i C?wSS ?.ti /3n.urk - ,6cL?a = lucc,?t•l 18?u'c 2.-2Y,? f1 4tfb/tt 0401E 4A ? l M A- = 31 = t-tLfojk-- pp = ssS-z Sao ?at.t Z- 4(6 8 4i LO-S70 z? h•8t'r s?? ?tz•o g(OcA, JEt S ool* W&I KooF QAlL,eDbtiPK;a C*vct Foan jto ?eS 5 W •-+.? `•L`l ?t,ba11 OPc (a(, I- ?Yv4v-c> 0.0,d> &LA ??i46?Et U" e4wE c ?..1r?Nlgt.? &6 e's 43toCA - ?I-E43? I-A, 0 -7; 0 t If YY vt 3OU-0 -r- 0-01-lo w I&JIG S ? -1 3rdctG 6L- mA=IcI."1 c3Loci 1?L 6c?1r ,(E l- ,AAA Sao •o 4gaellEt- Nu,1 n« enema (01 (81 - 44t'-,) 4457kt-?EZ SJrK"t ?? SI-w'ct? Vw'?S ?- = ()•S? ,?Ll+s°c ?4$ ??L ?& = 2`f?.? 12bu? = 06 &8 A 4453 PdtcA 061-P41A CAWPO-1 PSI .((.C:) -Ibnw-s - 2-u z„ PC.6jK N 1 g S-) 4 f,L - 0.4v 4 -- w ?V1f ??L ?otot aC) Pt t' S" PL F*A( N 42? Cs - 5 w 14 8k A-,r N ?$o JFt' rs 3 Q.b L 5 _ W - -7 C> (Z-3 t-4-2-0 N c?? i Lot S - w _ (28 a€ ? y -2- E1' PWCik OMPA:A (?Wrl IN-) ALL N G 4 S W 14. t?t 12 1a?Ft G L%-L o ao? S ti -2-c s W - "'1 alb. tf 2_,? E 1- CK ®oanb rS7 45 (:,bIkIL- Cjh.bS? tjt. WI6 &%.qo - ( t (s Naoe .m 4L h.? 3 $a6 4 ?-- ? 3 ?d`:6 W $toK-? -) o7RL- 'DL4 OLO ft ? A&o W-o a (ATP a-t oactl ?? (f L NGi-) 7 N ?„? G uz,?a ?-I B-7 3?dC, s12G DrF+? 4(D x -7 = 2q Z© ao x-73 Z9 20 W H sc ,, L 1, 2, 3 (3 lo (?- -1 '67 F?laAuoAc? (?:? ?NO { Ijo.-3 14-7 x 3oco = 449 Z? ? a 4?d?Z _2A ?o 3?! 1 4- Z .2L N _ _. ?A51L- ?ZOOC? ?j. fa . Z x t zocx> = Z 4ocX? Saf?/N?. 2Y??bd? ?c??G N_ LLOG?fA?3LG ? N = Co a t ??O g- Zo% Z 4:12 x I( Z-7 5640>c4; ?o = 242,??C-) 2(0 -7 ! c? LO T A-p_C/H LoT ?_OLC(Lfht?? 9-48 2 : 148soo = , 30 MEMO TO: JAY BERTHE - POLICE DEPT. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC OR JIM STURM, PLANNING DEPT. <S JON HOHENSTEIN, ADMINISTRATION V BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: 5-1-8-7 The preliminary construction ? plans for T H,LAf]C-1-F't-I (P, C?kF-PETS - Lax. /SUE. 4 GeAl +i ??D 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. /JS FI tMO TO: Al RERTHE - POLICE DEPT. WfG KNUDSENi.ENGINEERING _TECH. TDM dOLRERT; DIRECTOR OF PUBLIC WORKS ,# M STURM, PLANNING DEPT. Wdgo HOHENSTEIN, ADMINISTRATION BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID; DEPARTMENT OF PROTECTIVE INSPECTIONS DATE: The preliminary construction ? plans for ..'--PH?LAT?-I-PF 11P C Rf t - LE X'• AVt • GEMirri (?D. are in our plan review section for your review and comments. Please iiturh 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. z N ?A*A - /JS MEMO TO: JAY BERTHE - POLICE DEPT. CRAIG KNUDSEN, 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: 5-1-8-7 The preliminary construction ? plans for T H lAT]ELpH lft C^f-PETS - LC X . Ayt • ??MtN i E-n 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 plane, it is your responsibility to notify this department and resolve any problems. Thank you. /JS CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122 DATE y /`/' / Rata, V eo 19 AMOUNT Is ?o• ?Q CASH CHECK •ow r? 4L?-2?/? ./?/-L/./?-/?h l?e ?I iaVCf2 /I??? l / // Yll'/"t K X l-lr?l?1(,C lCil- N° 76615 t? 2 3 white-Payers Copy Yellow-Posting Copy k-Flle Copy 2 yP?9 ---? JA // /?C,77,0? 399 asro 87 Q-O? 6UPL-?_oy9 i hank You BY CITY OF 'EAGAN APPLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION NU1w,: PAYMENT OF FEE AT TIME OF APPLICATION DOES NOT CONSTITUTE APPROVAL OF PERMIT. (Please Print 1) PROPERTY ADDRESS: _ _ j O Q G? r= F? L N i /ZD " LEGAL DESCRIPTION: " (Lot/Block/Subdivision or Tax Parcel ID ) IF EXISTING STRUCTURE, DATE OF ORIGINAL BUILDING PERMIT ISSUANCE: (Month/Year) PRESENT ZONING/PROPOSED USE: COMMERCIAL/RETAIL/OFFICE n R-1 SINGLE FAMILY Q INDUSTRIAL R-2 DUPLEX (TWO Units) INSTITUTIONAL/GOVERNMWr R-3 TOWNHOUSE (Three + Units) ( Units) ? R-4 APARTMENT/CONDOMINIUM ( Units) 2) NAME: 10HIL14?EkPHI4-- CMS I' i ADDRESS: CITY, STATE, ZIP: PHONE: 3) For City Use NAME: /3oceo Plumbers License: ADDRESS: ,St( Active Expired CITY, STATE. ZIP: Not recorded PHONE: r's3-sass MASTER LICENSE# /a i7 Staff Initial 4) •• • i? NAME: ADDRESS: , o Y? tea. v r ea CITY, STATE, ZIP: PHONE: 5) n w: 3:1• :: • :: gT-uPerY ® CONNECTION TO CITY SEWER © CONNECTION TO CITY WATER OTHER ' 6) • r ? PLEASE HOLD APPROVED PERMIT FOR PICK-UP BY ONE OF ABOVE PLEASE MAIL APPROVED PERMIT TD 1, 2, 3, 4, ABOVE (Circle one) 7) r. r• G -3-P7 INSPECTION OF SEWER AND/OR WATER INSTALLATIONS WILL NOT BE SCHED- ULED UNTIL PERMIT HAS BEEN APPROVED. FOR -CITY USE ONLY PERMIT # ISSUED 2;x" l?fj Pd w/Bldg. Permit FEES: '4 $ $ le), 5Z) SEWER PERMIT (INCLUDE SURCHARGE) $ $ /O S WATER PERMIT (INCLUDE SURCHARGE) $ $ WATER METER/COPPERHORN/OUTSIDE READER $ $ WATER TAP (INCLUDE CORPORATION STOP) $ $ SEWER TAP $ $ ACCOUNT DEPOSIT - SEWER $ $ ACCOUNT DEPOSIT - WATER $ $ WAC $ "D-DO $ SAC 0 $ $ TRUNK WATER ASSESSMENT $ $ TRUNK SEWER ASSESSMENT $ $ LATERAL BENEFIT/TRUNK SEWER $ $ LATERAL BENEFIT/TRUNK WATER $- f D' 0 0 $ WATER TREATMENT PLANT SURCHARGE $ $ ?n® OTHER: $ G , T ?D U $ 21,5-o TOTAL _ R CEIPT RECEIPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? Q 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 CONDITIONS: APPROVED BY: ALJ lf, i /'0y1-71, ? TITLE: / DATE : .iL CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING ; 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 shell be corrected and system left in service before contractor's personnel finally leave the job. A certificate shell 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 prejudices any claim against contractor for faulty material, poor workmanship, or failure to Comply with approving authority's requirements or local ordinances. PROPERTY NAME DATE ... .1,'' r ?s11?0'flEt-?a+1a? Ga?yE.-rS . PROPERTY ADDRESS', OA'D ACCEPTED, BY APPROVING AUTHORITY('S) NAMES - i . . . ADDRESS - S PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YES 0 NO EQUIPMENT USED IS APPROVED - , ''-'''"OYES ONO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION YES' ONO OF CONTROL VALV ES AND CARE AND MAINTENANCE OF TH 15 NEW EQUIPMENT. ?'.,-I IF NO, EXPLAIN -- - INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUC AND NFPA 13A BEEN LEFT ON PREMISES IF NO, EXPLAIN LOCATION SUPPLIES BLDGS. AND CARE AND MAINTENANCE CHARTS Lxtca L- Jr . .. °G O =T - MAKE MODEL YEAR OF MANUFACTURE ORIFICE SIZE QUANTITY ? TEMPERATURE RATING Pf -W '05 Q SPRINKLERS - - PIPE AND FITTINGS PIPECONFORMSTO /l1FFP4/3 STANDARD ®YES ONO FITTINGS CONFORM TO AUF?A 13 STANDARD ('YES' Q NO " IF NO, EXPLAIN ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM TYPE MAKE MODE MIN. SEC. VALVE. .. OR FLOW aal s INDICATOR r _ _ DRY MAKE ALVE MODEL SERIAL NO. QO.D. MAKE MODEL SERIAL NO. - TIME TO TRIP THRUTESTPIPE TIME WATER WATER AIR TRIPPOINT REACHED PRESSURE PRESSURE AIR PRESSURE TEyT OUTLET ALARM OPERATED PROPERLY DRY PIPE MIN.. SEC. PSI PSI P51 MIN. SEC. YES NO OPERATING TEST Without G.O.D. With G.O.D. IF NO, EXPLAIN BSA (LOW) PRINTED IN THE U.S.A. FOR NATIONAL FIRE SPRINKLER ASSOCIATION, INC., P.O. BOX 1000, PATTERSON, N.Y. 12563 <` 1 TIC ?ELECTRIC ?HYDRAULIC 'r I IVES IJ NO (DOES VALVE OPERATE FROM THE MANUALTRIPANO/OR REMOTE CONTROL STATIONS -,r., ,n„« n. vGE a PREACTION , -- ran r 1111 SICLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO,-EXPLAIN ' VALVES ?YES ?NO DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT---..:. __:MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE ,,.. YES NO YES NO _ MIN, SEC, HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars), for two hours or 50 psi. (3.4 bars) above static„ pressure in excess of 150 psi (10 2 bars) f r h ' . o two ours . Differential d. ipe Valva clappers shall be left open during test to Pre vent demagl All aboveground piping leakage shall be stopped. FLL? TEST DESCRIPTION RHtI G ? : Flow the required rate until water is clear as indicated by no collection of foreign material in burlap be etoutlets such aFlus 0 GPM GPM i than ) 71 i j50r G / / n li fp s 0 l l PM (2839 L m inch mi ) for 6 ipe, 1000 GP M (37 5 L//min nch h )Sor 8 inc pipe. 1600 GPM (5678 L/min) f or 1 n 0-inch pipe and 21000 ,t GPM 17570 L/min) for 12-in h i c p pe. When supply cannot produce stipulated flow rates,-obtain maximum available. ` P E MAT : Establish 40 psi 2J barsl air res r d p su e an measure drop which shall not exceed 1!h psi, (O:Tbaa)fin-24'6ouis.:.Testt pressure tan s at normal water level and air pressureendmeasure air pressure drop which shall not exceed 1-'b psi (0.1 bare) in,24.hairs ALL PIPING HYDROSTATICALLY TESTED AT''EAAww PSI FOR-- Z HRS. IF NO, STATE REAS?N, s Y' '' ' '? s iox..+. • r DRY PIPING PNEUMATICALLY TESTED ?YES ' ?NO , a.:??-d1J?nt. EQUIPMENT OPERATES PROPERLY ',YES ?NO - ' `C! ~'T . - ... .. ....-w. h DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VAL VE IN EST APE OPEN TESTS T WIDE TEST STATIC PRESSURE: PSI ' Underground mains and lead in connections to System risers flushed before connection made to sprinkler piping. VERIFIED By COPY OF THE U FORM NO. 85B ®YES ?NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- - GROUND SPRINKLER PIPING WYES ?NO BLANK TESTING NUMBER USED LOCATIONS GASKETS N UMBER REMOVE O WELDED PIPING Jr->\I YES ? NO IF YES ... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3 ®YE$ ? NO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3 YES ? NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL 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 54 YES ARE NOT PENETRATED 54 - YES ? NO HYDRAULIC DATA NAMEPLATE PROV 110 1: IF NO, EXPLAIN NAMEPLATE t? 1?1YES ? NO -"'-'-' '^°?^•"°..' 1 n r UL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR D,??oT,d ?i2E SU?,PQ.E ?w1G. TESTS WITNESSED BY SIGNATURES FPROPERTY O NER (SIGNED) TITLE zt S SPR KLER CONTRA T/O?R (/SI/GNED) /, TITLE /C -/6-- _/ 85A BACK CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE ' BY APPROVING PLANS INSTALLATION CONFORMS TO F EQUIPMENT USED IS APPROVED IF NO, EXPLAIN DEVIATIONS AND CA INSTRUCTIONS LOCATION I SUPPLIES BLDGS. nC SYSTEM I OF THIS DNS AND CARE AND NTENANCE CHARTS CKYES ? NO CRYES ?NO §J YES _. _._._._ - L? MAKE MODEL YEAR OF MANUFACTUR ORIFICE SIZE QUANTITY TEMRATINGRE /96? z' Zi SPRINKLERS [=QA 13 STANDARD ®YES ?NO A{ J PIPE CONFORMS TO 'YES ? NO PIPE AND FITTINGS CONFORM TO AJ FPA 13 STANDARD FITTINGS IF NO, EXPLAIN PIPE A ALARM TYPE M L VALVE OR FLOW INDICATOR O g P" DRY NO. MAKE TIME TO TRIP WATER PRESSURE AIR PRESSURE TEST UTLE ED PROPERLY THRU TEST PIPE PRESSURE DRY PIPE M PSI P51 PSI MIN. SEC. YES NO OPERATING TEST Without O.O.D. With O.O.D. IF NO, EXPLAIN PRINTED IN THE U.S.A. FOR NATIONAL FIRE SPRINKLER ASSOCIATION, INC., P.O. BOX 1000, PATTERSON, N.Y. 12563 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 personnel 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 representatives signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. TIC Lf ELECTRIC ?HYDRAULIC ?• ?NO DETECTING MEDIA SUPERVISED -LV FS nNn DELUGE & PREACTION VALVES C . nnne ArV ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING I IF NO,EXPLAIN ? YES ? NO MAKE ) MODEL TEST DESCRIPTION TESTS H ru ROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure In excess of 150 psi (102 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage All abovegground piping leakage shall be stopped. F USHRIS. Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as by rants and blow-offs. Flush at flows not less than 400 GPM (1514 L/min) for 4-inch pipe, 600 GPM (2271 L/min) for 5-inch pipe, 750 GPM (2839 L/min) for 6inch pipe, 1000 GPM (3785 L/min) for 8-inch pipe, 1500 GPM (5678 L/min) for 104nch pipe and 2000 P PMUM TIC/ Esin) fr 1 -inch tablish 40 psi i2 7 bars) arir Prreslsure and cannot measre pruce puwh chf shall rates, exceed 1.% psi 10.1 bars) available. 24 hours. Test pressure tan at normal water level and air pressure and measure air pressure drop which shall not exceed 1-'/, psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT- PSI FOR _HRS, IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED ?ICy VES ? NO EQUIPMENT OPERATES PROPERLY &YES ? NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE TEST STATIC PRESSURE: -20 PSI h Z PSI Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO. 85B RYES ?NO I OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- ? GROUND SPRINKLER PIPING X VES ? NO BLANK TESTINGIwvwiucn VbLU ILOCATIONS NUMBER REMOVE GASKETS O WELDED PIPING RYES ?NO WELDING 1 IF Its... UV YUU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3 DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3 DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL 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 RYES ?NO g)YES ? NO :?YES ?NO ... ?.s, LDATE „?.mwv iUCU IF NO, EXPLAIN DATA ?pf NAMEPLATE Id YES NO LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: S SIGNATURES OF SPRI AND R tra: SSlGcI. ?AJe- TESTS WITNESSE BY TITLE I I / - TITLE r 95A BACK CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PLANS INSTRUCTIONS ACCEPTED BY APPROVING AUTHORITY('S) NAMES INSTALLATION CONFORMS TO F EQUIPMENT USED IS APPROVED IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT OF CONTROL VALVES AND CARE AND MAINT IF NO, EXPLAIN MYES ?NO >? YES ?NO CHARTS ? NO NO LOCATION I SUPPLIES SLOGS. OF SYSTEM 6. • iF -I }C VLrc .rl - - - - MAKE MODEL YEAR OF ORIFICE QUANTITY TEMPERATURE RATING MANUFACTURE SIZE T 016" 1487 It 24c, o SPRINKLERS s 4 7 ss 2 O PIPECONFORMSTO AIP:A4 J3 STANDARD KYES ?NO PIPE AND FITTINGS CONFORM TO ALCPA 13 STANDARD CRYES ?NO FITTINGS IF NO. EXPLAIN ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM V VE TYPE MAKE MODEL I MIN. SEC. AL OR FLOW INDICATOR r DRY MAKE VALVE MODEL SERIAL NO. MAKE MODEL Q O .U. SERIAL NO. TIME WATER ALARM TIME TO TRIP WATER AIR TRIP POINT REACHED OPERATED THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE TEST OUTLET PROPERLY DRY PIPE MIN,. SEC. PSI PSI PSI MIN. SEC. YES NO OPERATING TEST Without Q.O.D. With Q.O.D. NO, EXPLAIN PRINTED IN THE U.S.A. FOR NATIONAL FIRE SPRINKLER ASSOCIATION, INC., PO. BOX 1000, PATTERSON, N.Y. 12563 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 personnel 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 prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. ?PNEUMATIC ?ELECTRIC ?HYDRAULIC '- w .___ L-1 YES [ _.]NO DETECTING MEDIA SUPERVISED mYPS rNn YES LINO DELUGE & 15 THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO,.EXPLAIN PREACTION ?yES ?NO VALVES MAKE MODEL DOES EACH CIRCUIT OPERATE SUPERVISION l r+cc ALARM DOES EACH CIRCUIT OPERATE VALVE RELEASE MAXIMUM TIME TO OPERATE RELEASE YES NO YES NO MIN. SEC. HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi WA bars) above static pressure In excess of 150 psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damag All aboveground piping leakage shall be stopped. FLUSHING Fl h TEST : ow t e required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as by rah ants and bl Fl ff h f DESCRIPTION ow-o s. us at lows not less than 400 GPM (1514 L/min) for 4-inch pipe, 600 GPM (2271 L/min) for 5-inch pipe, 750 GPM (2839 L/min) for 6-inch pipe 1000 GPM (3785 L/min) for 8-inch i e 1500 GPM (5678 L/ i ) f h 10 i i , p p , m n or nc p - pe and 2000 GPM (7570 L/min) for 12-inch pipe. When supply cannot produce stipulated flow rates, obtain maximum available. P E MA C: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-h 1 ba si (0 s) in 24 h T p r ours. . est pressure ion s at normal water level and air pressure and measure air pressure drop which shall not exceed 1-h psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED ATZGG PSI FOR 2 HRS. IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED ?YES ?NO EQUIPMENT OPERATES PROPERLY RYES ?NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE TESTS TEST STATIC PRESSURE: 70 psi h Z PSI Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE U FORM NO. 85B hZYES ? NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING ®YES ?NO BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVI GASKETS O WELDED PIPING XIYES .?NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D30.9, LEVEL AR-3 ® YES ? NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D30.9, LEVEL AR-3 JOYES ? NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL 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 X.YES ? NO PIPING ARE NOT PENETRATED HYDRAULIC NAMEPLATE PROVIDED IF NO, EXPLAIN DATA M YES MYES ?NO REMARKS DA It LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: OF SIGNATURES BY TITLE 85A BACK P-0& MEMO TO: TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPARTMENT BILL AKINS, ELECTRICAL INSPECTOR CRAIG KNUD.SEN, ENGINEERING TECH FROM: DOUG REID, BUILDING INSPECTIONS DEPT DATE: /0//S/*'7 The Protective Inspections Department will be performing a final inspection for occupancy of /09.0 24o?,.... (,/YOC on /o/a3/87 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: DENIAL: (SIGNATURE &/,?DDAT ) (SIGNATURE & DATE) MEMO 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: /cJ//S1.F,2 At The Protective Inspections Department will be performing a final inspection for occupancy of on 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 /,j s , APPROVA : - DENIAL: IGNATU E & DATE) (SIGNATURE & DATE) .. -. W aagen 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 454-8100 FAX (612) 454-8363 July 3, 1990 MR MARC ANDERSON, DIRECTOR REAL ESTATE DEVELOPMENT OPUS CORPORATION PO BOX 150 MPLS MN 55440 Re: Lots 1-5, Block 6, Eagandale Center Industrial Park Parcels 10-01100-010-50, 51 and 53 Water Quality Requirement Analysis Dear Marc: THOMAS EGAN Mayor DAVID K GUSTAFSON PAMELA McCREA TIM PAWLENTY THEODORE WACHTER Council Members THOMAS HEDGES City Administrator EUGENE VAN OVERBEKE Crty Clerk On April 18, you requested the City to perform a water quality impact analysis for two different development proposals identified above. In response to this request, the City retained the services of our consulting engineering firm, Bonestroo, Rosene, Anderlik & Associates, Inc., who, at the present time, are the only qualified individuals capable of doing a detailed water quality analysis in determining what the land, ponding and/or cash dedication requirements would be for a development proposal. This information was then forwarded to your attention on May 4, 1990. It is my understanding that as a result of this analysis, you will now be able to adequately address these water quality needs when a land development application is submitted to the City. We have recently received an invoice from our consulting engineering firm for the costs associated with this work. Enclosed is a copy of that invoice for both parcels. While detailed costs were not allocated to each development parcel individually, it could easily be prorated on an area basis. While this is not necessary for the City's accounting purposes, this recommendation may be helpful for your market accounting purposes. THE LONE OAK TREE ...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Affirmative Action Employer Page 2 As indicated in my letter of May 4, I have been informed that all costs incurred by the City associated with this review should be reimbursed in full. Therefore, it would be appreciated if you would process the enclosed invoice from the City of Eagan for payment as soon as possible. Please let us know if we can provide further assistance in helping to develop these properties. Sincerely, I K?-ti I homas A. Colbert, P.E. Director of Public Works TAC/jj cc: Thomas L. Hedges, City Administrator Dale C. Runkle, Director of Community Development Jim Sturm, City Planner Mike Foertsch, Assistant City Engineer Enclosure ?w wwww wwww ^..www..ww.??wAw.r /?w? INVOICE a-citVoFecigan Equal OpportunitylANrrmative Action Employer TO: r OPUS CORPORATION L 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 454.8100 N° 5019 Date: JULY 5, 1990 P.O. BOX 150 MINNEAPOLIS, MN. 55440 J 01-1315 PLAT/LOCATION: AMOUNT DESCRIPTION Cost of Water Quality Impact Analysis performed by Bonestroo Rosette, And rlik S A ciate 1.425.7! TOTAL 1 1,425.7 Invoice Prepared By: TAC/ jf _ name department ,cv,a„oe Total Due Upon Receipt - Thank You Bonestroo Rosene 0 Anderlik & " Associates Engineers & Architects FECEaVEC JVEN ZZ,SM,.PE Rouen W Rosene PE Joseph C. Andenk. PE Marvin L Scrvala RE Richard E Turner, PE James C. Olson PE G:enn R Cook PE. Thomas E Noyes PE Robert G SchunKhl PE Susan M Ebenm. C PA RKhard W Foster. PE Donald C BurgaMZ PE Jerry A Bourdon, RE Mark A Hanson, PE Ted K Field PE MKhael T Rauhnann, PE Robert R "de. PE David O [Dskota PE Thomas W Peterson PE Michael C Lynch. RE James R Maland PE Kennem P Anderson PE Mark R Roth PE RouenC Russel. A I A Thomas E Angus PE Huvard A. Sanford PE Daniel J Edgerton RE Mark A, Selp PE lmd,p J. Caswell RE Ismael Martinez PE Mark D Wallis PE ThomasR Anderson AIA, Gary F Ryandm. PE Miles B Jensen PE L Philip Gruel IN P.E, Rene C Pluman A i A Agnes M Ring, A I C P Jerry D PeRsch. PE Ceouo Olrvrr, PE Charles A Erickson t<d M Pawelsky Harlan M Olson May 1990 City of Eagan P.O. Box 21199 Eagan, Minnesota 55121 Invoice No. A-11461 File No. 499009.00 Re; Opus Development, Block 6 Eagandale and corner at Yankee Doodle Rd. and Lexington Ave. Plat Review For Engineering Services Rendered April 1, 1990 through April 30, 1990 Analysis of Water Quality dedications requirments prior to application for development per Developer's request Reg.Engr. 20.5 Hrs. @ $53.50 $1,096.75 Legal, Insurance and Administrative Fee 329.03 1 425.78 V ?. y All bills due ano payable within 30 days Interesr will be charged ar the annual rate of 17% after 60 days Bonestroo, Rosene, Anderllk 8 Associates, Inc. I declare under the penalties of perjury that I am the person making the within claim; that I have esammed said claim and mat the same ISJust and true, that the seMCes therein charged were actually rendered and were of me value therein charged, that Me fees therein charged art official th and are such as are auowetl by law, and that no part of said claim has been pall The effect of or this verification ??AVV Ir JVC,?/ U?{ 1/[/ «'LaV shall be the same as if subscribed and swum to uncle, oath by Signature of Claimant 2335 West Highway 36 a St. Paul, Minnesota 55113 a 612-636-4600 SUBJECT.. VARIANCE :V-' //- v- /d - ?3-f z -tom ? 9z APPLICANT: NORMANDALE PROPERTIES, INC 14- MICHAEL R STEPHENS, PROPERTY MANAGER LOCATION: LOTS 1, 2, & 3, BLOCK 6, EAGANDALE INDUSTRIAL PARK #3 EXISTING ZONING: I-1 (LIMITED INDUSTRIAL) DATE OF PUBLIC HEARING: APRIL 9, 1992 DATE OF REPORT: APRIL 1, 1992 COMPILED BY. COMMUNITY DEVELOPMENT DEPARTMENT APPLICATION SUMMARY: An application has been submitted by Alscor Investors Joint Venture and Normandale Properties Inc. requesting a 5' Variance to the 5' parking setback in an I-1 zoning district. COMMENTS: The applicants are proposing a joint parking lot between the two lots. Currently, Shaw Industries, the tenant in the existing building at 1090 Gemini Road, has insufficient space for semi-truck maneuvering due to increased truck lengths. Shaw is also remodeling the existing building to include three docks on the southeast side of the building. Alscor Investors Joint Venture by Opus Corporation, managing partner and Normandale Properties, Inc. as managing agent for Kensington Realty Advisors, Inc./Teachers Retirement System of the State of Illinois, have agreed to establish cross-over easements. This would allow each party to use 30' of the others property for access and circulation purposes. It is the intent of Teachers Retirement System to pave an area 30'x 120'; there are no plans at this time to construct a building. If approved, this Variance shall be subject to the following conditions: 1. A copy of the cross-easements must be submitted to the City for record. 2. All applicable City Ordinances shall apply. ????? C--N?uGr? y -- - ------ L,T -1-.-B -warms- -316G L. _x, Ava: - - LOT Z - bLoc To - - j^!AS - ?OQlF ULf'f Ir?l ?l - LOT. ._3 - {{?I?ck Was 10-7 8 l1 i 2c), --- -- - -NEW _Aooecz:?> Fo(L ------- -- -- - At_l_ 3 t._pT5 tom- logo 6smu'LtRD. - --------- -------- -------- - -- --- •I .1 I` I m V ! S r Y33=z32'N31aN3p?o28 oZ??o?b O O m 0 ? Q Q 7 _ + Z ? a 0 e = _ Z = _ i N 0 N N O A r ? O N O C ? 0 25 ps1°29Cf! p:1°24'11" nsle2g'ZI' % A,40.2! A•1000 -100.00 100-00_ A•10001 • 0 '10021 -n. S°0301 A 033 RQ C 230 00 -_?. d¦S°10'IS? Aa33o•T2 *39T9 09 5!3e9°3053'•E 'R¦38ai.13 1 100.21' 4=153. -10000- •100 00- A=10o.0 AS100.Oa d+100 2! ',: ?; d,?e21'µ' n•1°ST? ten Z?' .; r 00 fu U' Q Q U V to i0 Q 4 M ••.' t?1' N N .?:.e YI Q. 07 Q ?.°(6? 7.."T: t. - .B LO 10000 10000 10000 10000 t35 < Nest 114 corner Sec. li, twp. 27. Rqe. 13 1 I CD I ' ^ W ! f l ? I soc . • w • e 4 t r 1 _ 1• /1? :33 X32 ° N31 3U ;: 'LJ o; o f ° m p f o 0 ? n _ • A z f 2 i ; s l N 1 C r . p,l°2909 p.1°2911" ps1°29 21 -x021 -100.00 100.00 As10001 . 0 1 -? 230 00 r' Day°1015" '. A'1 4 d9°30 SS GE _2 'rE 1R•398•.IS - 21 -100 00' -100 00' A.100 0 ps100.Od?d'100 p¦1°2T'a All 0 F ASI*V V: Q' W A. 10 ? f -b'°1 a G(; Igo Ld1 z • z s m ? O 1 ? ? r0 f N e ? If1 O • a p.l°23 S6 p'1 254. .". A21002 1 A=10001 } p. 5003'01 A 235 919 09 R 0 C A=100"21' -AaISS ..Ieat'l4? p.l°ST l r. •_ N ??_ p?scotc S ? o b Pr?P ? y C : a U Q U Q ? Q <d <? YT . tp _ a 2 4 9 ° of . B L' 0 C K 10000 1 I OO 00 1 10000 114 corner Sec. 10000 135 C 1i, rwp. 27. Rqe. 23 - g Cp ? Gt - c`-Y ( ti r-) . F)g- 3 " e1 i-"` ? eA 1 1 c---- r3 E • 1 X?j r-'4 Y r 0 -i-' v_ ti -- ri ® w a -t-- 1 a. W-0 rte" 9-Y O ? e-- --- Name:Philadelphia Carpets Date:6/10/87 _ System No.;3 l_ocation:1090 Gemini Read Eagan MN Contractor:Dakota Fire Suppression,lnc. Telephone: 612-423-2100 P.O. Box 70 Rosemount Mn. 55068 Calculated By:D. Lockwood Contract No.:126 In-Rack Sys. Construction: Noncombustible Drawing No.:3 Occupancy: Rack Storage Ceiling Height:281 yi y ? -? ? rra ]? ? ss z ? r0 Code:NFPA 231c Review Arenc F.M. Cit Area of Sprinkler Operation: I System Type:Wet Pipe Density (gpm/sq.ft.): I---------•---------- ----------------------- Area Per Sprinkler:100 Max. I Sprinkler or Nozzle Hose Allowance gpm Inside:000 I Make:Reliable Model:"G" Hose Allowance gpm Outside:500 I Size:1/2" K-factor:5.6 Rack Sprinkler Allowance:000 I Temperature Rating:165 ?? c"?. J. C.' Ll Z tal "? 1 r. Yq .'??` 0..4 Y"e 7 f7"Y ? Y` ]{ Requires 315.7 gpm at 73.86 psi at Base Of Riser Interior C-factor:120 Underground C-factor:140 ------------------ Water Supply Test Test by;City Date:n/a Tirne:n/a Location:Lexington Elevation:Grade F L O W T E S Test Point #1 Pressure 87 Flow Information Ave R Lone Oak. Rd T R E S U L T S #2 #3 #4 67 3650 :-t:?- V-ak0ee T_:Ae=t ?-ti 1 1 ss Commodity:Carpets Location:Warehouse Storage Height:221--0 Single, Double, or Multi Row:Double Pallet Type:n/a Storage Method: /Solid Piled:n/a Longitudinal Flue Spacing:n/a Horiz.Barriers provided?:n/a ------------------------- I Pump Data I I I I Type:n/a I I Elevation:n/a I I Rated Psi:n/n/a I I Rated Gpm:n/a I I I Well Proof Flow:r,/a ----------------- Tank Data Elevation:n/a Size:n/a CIass:III Storage Area:n/a Clearance to Ceiling:6--0 Aisle Width:8--0 hincaPsulated?:n/a %Palletized:n/a %Rack:100 Transverse Flue Spacing:n/a r i 102.0_ 1 96.0 I 90.0 84.0 I + 78.0 + I 72.0_+ { 73.9 @ 816) I 66.0 + I + 60.0 I 54.0 + I + 48.0 I 42.0 I 36.0 + I 30.0 I 24.0 + I 18.0 1 12.0 + I + 6.0 I . 0.0 W4YN I YYA4Y I MwAY.YY I wwA4YYiY l NM14i4AihN441 Y4YWNAwY4444 )1.111A4s..I YMY44M14LAYbR44 V1r4Y I NYYw114hAhNNM1MM14 0 1800 2700 3600 4500 5400 6300 7200 8100 Pressure vs. Flaw 87. CEO o. D0 67. oO 3650. 00 ii 8080. 12 1=• Vi i I-F-A d*--- 1 1p 1•v i Lrt C.6,C r 1:-t E-?p 1 C 'D CI- f3am z 1-1 1 F4 -:--- =-k OA E za cj z-A r-8 1-1 NO .-7r •=- L-r N .a ra b a r^ 1 ._ {mss I t^i - 1R T.:ti ?= k. ? }• C-, loll 1 -0 x f3 -7 CJ IF - B B "r" UO Ft V-1 L-J L.- T C Cl: E=Y L_ Cl U B_ dn4 --B :IL CA 1 1-= Cl FR 1=• t-a 1 1-k d ee 1 F..s t-h 1 r-c C a r p e t ss 1690 Gemini Road Eagan MN Job No:126 In-Rack Sys. --------------------------------------------- --------------------- ---------------------- -------!B a 12 rn a -q-- -4M E= cl )F: y Dakota Fire Suppress i on, l nc. P.0. Box 70 Rosemount Mn. 55068 ------------------------------------------------------------------------------------------- Design Specifications Water Supply Iriforma tion System Demand ------------- Density 0.000 87.00 psi @ 0.00 gpm 73.86 psi Design Area: 0.00 67.00 psi is 3G50.00 gpm @ 315.7 gpm + 500.0 gpm Hose Trot =. 1 IDare-e A ricJ 8 I t5. -7 ig F+ra mP '7._: _ 4S (F, 1=?s i S y? t c rn Z f? t y c- -t..=. r, 1 1 .. 8$ p? :L Notes: List of Fitting Abbreviations Example: "E2TC" = one Stcl. Elbow, two Std. -Iee , and one Check Va Code:Description Code: Descript ion Code:Description Code* Description A : Alarm Va H : Det.Chk..Va G : V B But tIfIyva T . P % W % C Check Va J Q. X D DryPipeVa K R Y E Std. Elbow L : L_.ng'furnEI S Z F : Deluge Va_ M : T : Std. Tee G : Gate Va N - U Calcs By: D. Lockwood Checked:___ ___ 6/10/87 Page: 1 Ser:*310025* Hypercalc Program by Crowley Design Group, (215)-337-7060 E3 u ro VA-1 a r- y r_. V E3 p r- i r-r 1-_ T ee r a re d "- _. s=. C-_ F I ._• w s=. Job No:126 In-Rack Sys. Philadelphi a Carpets Design density: Supplied flew and pressure is based on 73.86 psi available at supply ( 85.75 psi is actu ally availa ble ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Min imum Excess Pt. 001 18.21 18.21 5.60 23.9 14.8 61.5% 001 002 17.38 17.38 5.60 23.3 14.8 57.4% 002 003 17.03 17.03 5.60 23.1 14.8 56.1% 003 004 16.97 16.97 0.00 21.7 21.7 0.0% 004 005 16.98 16.98 5.60 23.1 14.8 56.1% 005 006 17.19 17.19 5.60 23.2 14.8 56.8% 006 007 17.81 17.81 5.80 23.6 14.8 59.5% 007 008 16.27 16.27 5.60 22.6 14.8 52.7% 006 009 15.45 15.45 5.60 22.0 14.8 48.6% 009 010 15.09 15.09 5.60 21.7 14.8 46.6% 010 011 15.01 15.01 0.00 21.7 21.7 0.0% 011 012 15.01 15.01 5.60 21.7 14.8 46.6% 012 013 15.18 15.18 5.60 21.8 14.8 47.3% 013 014 15.69 15.69 5.60 22.2 14.8 50.0% 014 Calcs By: D. Lockwood Checked:------- 6/10/87 Page: 2 Ser:*310025* Hypercalc Program by Crowley Design Sroup, (215)-337-7060 1= 1 r=? vu -x r-. c4 1=4 r- C---, ??- -?7, a_a r *,-- S u m rn a t-- V ,Tc--b No: 126 lri-Rack Sys . Phi ladel phia Carpet s. Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L 0 S 5 C_A L C U L A T I 0 N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flaw • fps 4.50 001 )) 61.8 )) 18.21 -0.83 0.00 17.38 002 4.50 8.00 8.00 0.104 1.687 120 61.8 8.8 4.50 001 (( 85.7 l! 18.21 14.06 0.00 32.26 101 4.50 64.00 2E 10.04 74.04 0.190 1.687 120 85.7 12.3 4.50 002 )> 38.4 )} 17.38 -0.34 0.00 17.03 003 4.50 8.00 8.00 0.043 1.687 120 38.4 5.5 4.50 003 }} 15.3 )} 17.03 -0.06 0.00 16.97 004 4.50 8.00 8.00 0.008 1.687 120 15.3 2.2 4.50 004 l( 6.4 (S 16.97 0.01 0.00 16.98 005 4.50 8.00 8.00 0.002 1.687 120 6.4 0.9 4.50 005 fl 29.4 !( 16.98 0.21 0.00 17.19 006 4.50 8.00 8.00 0.026 1.687 120 29.4 4.2 4.50 006 (( 52.7 f( 17.19 0.62 0.00 17.81 007 4.50 8.00 8.00 0.077 1.687 120 52.7 7.5 4.50 007 (f 76.3 if 17.81 8.73 0.00 26.54 201 4.50 52.00 E 5.02 57.02 0.153 1.687 120 76.3 10.9 14.50 008 )} 61.4 )} 16.27 -0.82 0.00 15.45 009 14.50 8.00 8.00 0.103 1.687 120 61.4 8.8 14.50 008 <f 84.0 ll 16.27 13.55 0.00 29.82 102 14.50 64.00 2E 10.04 74.04 0.183 1.687 120 84.0 12.0 14.50 009 )} 39.4 )> 15.45 -0.36 0.00 15.09 010 14.50 8.00 8.00 0.045 1.687 120 39.4 5.6 14.50 010 }} 17.7 )1 15.09 -0.08 0.00 15.01 011 14.50 8.00 8.00 0.010 1.687 120 17.7 2.5 14.50 011 l( 4.0 11 15.01 0.01 0.00 15.01 012 14.50 8100 8.00 0.001 1.687 120 4.0 0.6 14.50 012 l{ 25.7 l( 15.01 0.16 0.00 15.18 013 14.50 8.00 8.00 0.021 1.687 120 25.7 3.7 14.50 013 (( 47.6 fl 15.18 0.51 0.00 15.69 014 14.50 8.00 8.00 0.064 1.687 120 47.6 6.8 14.50 014 f{ 69.7 ll 15.69 8.05 0.00 23.73 202 14.50 52.00 T 10.04 62.04 0.130 1.687 120 69.7 10.0 4.50 101 if 85.7 l( 32.26 1.90 -4.34 29.82 102 14.50 10.00 10.00 0.190 1.687 120 85.7 12.3 14.50 102 {( 169.7 ll 29.82 9.50 -4.77 34.54 301 25.50 22.00 2ET 24.45 46.45 0.204 2.154 120 169.7 14.9 4.50 201 ({ 76.3 (( 26.54 1.53 -4.34 23.73 202 14.50 10.00 10.00 0.153 1.687 120 76.3 10.9 14.50 202 l( 146.0 {( 23.73 6.57 -4.77 25.53 401 25.50 18.00 2ET 24.45 42.45 0.155 2.154 120 146.0 12.8 25.50 301 (( 169.7 (( 34.54 1.09 0.00 35.63 302 25.50 40.00 40.00 0.027 3.260 120 169.7 6.5 25.50 302 fl 204.0 {l 35.63 0.50 0.00 36.13 303 25.50 13.00 13.00 0.038 3.260 120 204.0 7.8 25.50 302 )) 34.4 )) 35.63 -8.07 0.00 27.56 401, 25.50 180.00 6E2T 50.22 230.22 0.035 1.687 120 34.4 4.9 25.50 303 7) 34.5 )) 36.13 -8.10 0.00 28.02 403 25.50 180.00 6E2T 50.22 230.22 0.035 1.687 120 34.5 4.9 25.50 303 (( 238.5 (( 36.13 2.86 0.00 38.99 500 25.50 36.00 T 20.16 56.16 0.051 3.260 120 238.5 9.1 25.50 304 )S 38.5 )Y 38.83 -0.02 0.00 38.80 305 25.50 12.00 12.00.0.002 3.260 120 38.5 1.5 25.50 304 )} 38.7 >) 38.83 -10.04 0.00 28.79 404 25.50 180.00 6E2T 50.22 230.22 0.044 1.687 120 38.7 5.5 25.50 304 (i 77.2 {{ 38.83 0.17 0.00 38.99 500 25.50 6.00 T 20.16 26.16 0.006 3.260 120 77.2 3.0 25.50 305 }) 38.5 )1 38.80 -9.96 0.00 28.85 405 25.50 180.00 6E2T 50.22 230.22 0.043 1.687 120 38.5 5.5 25.50 401 (( 146.0 (( 25.53 2.03 0.00 27.56 402 25.50 35.00 35.00 0.058 2.635 120 146.0 8.6 25.50 402 (l 111.6 (( 27.56 0.46 0.00 26.02 403 25.50 13.00 13.00 0.035 2.635 120 111.6 6.6 25.50 403 l( 77.2 f( 28.02 0.71 0.00 28.79 404 25.50 43.00 43.00 0.018 2.635 120 77.2 4.5 25.50 404 fl 38.5 ll 28.79 0.06 0.00 28.85 405 25.50 12.00 12.00 0.005 2.635 120 38.5 2.3 25.50 500 (l 315.7 (( 30.99 17.90 10.20 67.10 502 2.00 174.00 2LT6 34.94 20L 94 0.086 3.260 120 315.7 12.1 2.00 502 if 315.7 fl 67.10 1.35 0.00 68.44 M02 2.00 0.00 TL26H 44.00 44.00 0.031 4.026 120 315.7 7.9 2.00 M02 ff 315.7 (l 68.44 0.42 4.99 73.86 M03 -9.50 430.00 2TL20 123.90 553.90 0.001 8.110 140 315.7 2.0 Cales By: D. Lockwood Checked-.-----_ 6/10/87 Page: 3 .; Y-! *:310025* Hvnercalr, Pronr,am by Cr-owlev Desirm Group, (215) -337--7060 t_- ._. r. ry E3 =k 1 r-•a v°•. c ee Ei ._t rn rn a{ r- ye Job No:126 In-Rack Sys. Philadelphia Carpets L c..? p 1 F- r-• 1. c •L i .-.-. r-. 1 .= _s s> ei? <--s 001(<<<(101<<<((102(<(<<301(<(( <3(');_>)>>)4021 >>>>>401>>>>>202>>>>)201>>>>)007 -14.06 -1.90 -9.50 -1.09 +8, 07 +2. 03 +6.57 +1.53 +8.73 007>))))006>>>>>005>>)>>004<(<<<0o3((<(<002<<<<(001 +0.62 +0.21 +0.01 -0.06 -V. 34 -0.83 Totals +losses: 27.77 -losses: 27.78 imbalance: -0.01 L_ ._. C--. t=p ;7-- F= r•` 1 C t 1. cc. r. 1 ._. 1ES sr? P=?' 008(<<(<102<<<<<301((<<(302>>>>>402>> >>>401>>>)>202>>>>>014>>>>>013))>>>012 -13.55 -9.50 -1.09 +8.07 +2.03 +6.57 +8.05 +0.51 +0.16 012>>>>>O1I M ((010 M (<009(((((008 +0.01 -0.08 -0.36 -0.82 Totals +Iosses: 25.40 -"losses: 2.J.40 imbalance: 0.00 L_ ?. p F= r- 1 c t 1 r. r-. 1 .. _ e= 302>>)>>402C((((403(((((303>>>>>3o2 +8.07 -0.46 -8.10 +0.50 Totals +losses: 8.57 -losses: 8.56 imbalance: 0.01 t_ c. c. p -s- F= v- 1 c-• •t 1 r_. r . 1 ss 303>>) >>403(<<((404(((((304<<<<<500>>>>>303 +8.10 -0.77 -10.04 -0.17 +2.86 Totals +losses: 10. 96 - Iosses: 10.98 imbalance: -0.02 L_ L.._. P J F- r- :L c t 1 r-. 1 r-1 rte- s e--- a 304))>) >404<<<<<405<(<<<3o5<<(<<304 +10. 04 -0. 06 -9.96 -0. or' Totals . +losses: 10.04 lc>Se5: 1V.04 imbalance: -l). i-)o Calcs By. D. Lockwood Checked:6/10/87 Page: 4 Ser:*3100e5* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flaw Diagram for Philadelphia Carpets M03 v 315.7 v M02 v 315.7 v 502 v 315.7 v 101((((102((((301((((302((((303((((500))))304))))305 85.7 169.7 169.7 204.0 238.5 77.2 3B.5 I I I I I I I I I I I 1 I I I I I I I I v v I I 1 I I 85.7 84.0 v v I I I 1 I 001 008 1 1 1 1 1 v v I I I I 1 61.8 61.4 v v I I I I I 002 009 1 1 1 1 1 v v I I I I I 38.4 39.4 v v I I I I I 003 010 I 1 1 1 1 v v I I I I I 15.3 17.7 ! v v I I I I 004 011 I I I I I ^ I I I I I 6.4 4.0 ^ I I I I I 005 012 1 1 1 1 1 ^ I I I I I 29.4 25.7 ^ I I I I I 006 013 1 1 1 1 1 ^ I I I I I 52.7 47.6 ^ I I 1 I i Flow Diagram for Philadelphia Carpets 007 014 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I v v v v 76.3 69.7 34.4 34.5 38.7 38.5 I v v v v 201((((202(((1401((((402((((4031((((((((((404(111405 76.3 146.0 146.0 111.6 77.2 38.5 I Path Summary Printout for Philadelphia Carpets Job No:126 In-Rack Sys. 6/10/87 System.-3 Dr^awing:3 1=?c-i't " ri.1 L'. C I 1-Z * P.7 ._. -t E -U .=. 1=3 .__4 F3 -1 : /e Principal path Feeds Path:2 at Pt:102, Path:3 at Pt:302, Pat h:4 at Pt:303, Path:7 at Pt:500 - Ref - ----------- Elev. Pressure (psi) ------ K ------ Flow ------- (gpm) ----------- Veloc Diam. ------------ Actual Fitting - ------ Fitting ----------------- Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C--120) 401 25.50 25.53 25.53 -146.0 12.82 2.154 18.00 2ET 24.45 42.45 0.155 -6.57 4.77 (11.00 )23.73 202 202 14.50 23.73 23.73 76.3 -69.7 9.98 1.687 52.00 T 10.04 62.04 0.130 -8.05 15.69 014 014 14.50 15.69 15.69 5.60 22.2 -47.6 6.81 1.687 8.00 0 8.00 0.064 -0.51 15.18 013 013 14.50 15.18 15.18 5.60 21.8 -25.7 3.68 1.687 8.00 0 8.00 0.021 -0.16 15.01 012 012 14.50 15.01 15.01 5.60 21.7 -4.0 0.58 1.687 8.00 0 8.00 0.001 -0.01 15.01 011 011 14.50 15.01 15.01 21.7 17.7 2.53 1.687 8.00 0 8.00 0.010 0.08 15.09 010 010 14.50 15.09 15.09 5.60 21.7 39.4 5.64 1.687 8.00 0 8.00 0.045 0.36 15.45 009 009 14.50 15.45 15.45 5.60 22.0 61.4 8.79 1.687 8.00 0 8.00 0.103 0.82 16.27 008 008 14.50 16.27 16.27 5.60 22.6 84.0 12.02 1.687 64.00 2E 10.04 74.04 0.183 13.55 29.82 102 102 14.50 29.82 29.82 85.7 169.7 14.90 2.154 22.00 2ET 24.45 46.45 0.204 9.50 -4.77 (-11.0 )34.54 301 301 25.50 34.54 34.54 169.7 6.50 3.260 40.00 0 40.00 0.027 1.09 35.63 302 302 25.50 35.63 35.63 34.4 204.0 7.82 3.260 13.00 0 13.00 0.038 0.50 36.13 303 303 25.50 36.13 36.13 34.5 238.5 9.14 3.260 36.00 T 20.16 56.16 0.051 2.86 38.99 500 500 25.50 38.99 38.99 77.2 315.7 12.10 3.260 174.00 2LTG 34.94 208.94 0.086 17.90 10.20 (23.50 )67.10 502 502 2.00 67.10 67.10 315.7 7.93 4.026 TUGH 44.00 44.00 0.031 1.35 68.44 M02 (1x140) M02 2.00 68.44 68.44 315.7 1.96 8.110 430.00 2TL26 123.90 553.90 0.001 0.42 4.99 (11.50 )73.86 M03 M03 -9.50 73.86 ^^ Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. --- ---------- ----- ----- ---- ------- ----- ------ -------------- ----- --- (C=120) 202 14.50 23.73 23.73 -76.3 10.92 1.687 10.00 0 10.00 0.153 -1.53 4.34 (10.00 )26.54 201 201 4.50 26.54 26.54 -76.3 10.92 1.687 52.00 E 5.02 57.02 0.153 -8.73 17.81 007 007 4.50 17.81 17.81 5.60 23.6 -52.7 7.54 1.687 8.00 0 8.00 0.077 -0.62 17.19 006 006 4.50 17.19 17.19 5.60 23.2 -29.4 4.21 1.687 8.00 0 8.00 0.026 -0.21 16.98 005 005 4.50 16.98 16.98 5.60 23.1 -6.4 0.91 1.687 8.00 0 8.00 0.002 -0.01 16.97 004 004 4.50 16.97 16.97 21.7 15.3 2.19 1.687 8.00 0 1 8.00 0.008 0.06 17.03 003 003 4.50 17.03 17.03 5.60 23.1 38.4 5.50 1.687 8.00 0 8.00 0.043 0.34 17.38 002 002 4.50 17.38 17.38 5.60 23.3 61.8 8.84 1.687 8.00 0 8.00 0.104 0.83 18.21 001 001 4.50 18.21 18.21 5.60 23.9 85.7 12.26 1.687 64.00 2E 10.04 74.04 0.190 14.06 32.26 101 101 4.50 32.26 32.26 85.7 12.26 1.687 10.00 0 10.00 0.190 1.90 -4.34 (-10.0 )29.82 102 102 14.50 29.62 A.M ^^^"^^ Calcs Hy:D. Lockwood Checked Ay:_______ Page: P-01 Ser:*310025* Hypercalc Program by Crowley Design Group, C='151-337-7060 Path Sunmrary Priritout for, Philadelphia Carpets .:fob No:126 Ir-Rack Sys. G/10/87 System:3 Drawireg.3 F::, '-k t F-w P4 Fed by path No.l Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. -------------------------- (G120) 402 25.50 27.56 27.56 34.4 4.92 1.687 160.00 6E2T 50.22 230.22 0.035 8.07 35.63 302 302 25.50 35.63 M^^M MA^^ P=' k -t to 114 w '4 Fed by path No.l Ref Elev. Pressure (psi) K Flow tgpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Lass Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C-120) 403 25.50 28.02 28.02 34.5 4.93 1.687 180.00 6E2T 50.22 230.22 0.035 8.10 36.13 303 303 25.50 36.13 ^^MM MA^^ F=- a -wr 1-r N c. = t5 Fed by path No.7 ------------------------------------------------------------------------------- - ---------------- -------------------------------------------------------------------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (G120) 404 25.50 28.79 28.79 38.7 5.54 1.687 180.00 6E2T 50.22 230.22 0.044 10.04 38.83 304 304 25.50 38.83 MMA t?° = a -t " f V c. = Cs Fed by path No.7 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ----- (C=120) 405 25.50 28.85 28.85 38.5 5.51 1.687 180.00 6E2T 50.22 230.22 0.043 9.96 38.80 305 305 25.50 38.80 ^^ MMr? Calcs £ty:D. Lockwood Checked By:------- Page: P-02 Ser:*310025* Hyper^calc Program by Crowley Design Graurp, (215) -337-7060 Path Surnniary Printr.,ttt for Philadelphia Carpets Job 1Va:126 In-Rack. Sys. 6/10/87 Syst:em:3 Dr-awing -3 Fed by path No.l Feeds Path:5 at Pt:304r Path:6 at Pt:305 Ref Elev, Pressure (psi) N Flow (gpm) Veloc Diam, Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. 1C=120) 401 25.50 25.53 25.53 146.0 8.57 2.635 35.00 0 35.00 0.058 2.03 27.56 402 402 25.50 27.56 27.56 -34.4 111.6 6.55 2.635 13.E 0 13.00 0.035 0.46 28.02 403 403 25.50 28.02 28.02 -34.5 77.2 4.53 2.635 43.00 0 43.00 0.018 0.77 28.79 404 404 25.50 28.79 28.79 -38.7 38.5 2.26 2.635 12.00 0 12.00 0.005 0.06 28.85 405 405 25.50 28.85 28.85 38.5 5.51 1.687 180.00 6E2T 50.22 230.22 0.043 9.96 38.80 305 305 25.50 38.80 38.80 38.5 1.48 3.260 12.00 0 12.00 0.002 0.02 38.83 304 304 25.50 38.83 38.83 38.7 77.2 2.96 3.260 6.00 T 20.16 26.16 0.006 0.17 38.99 500 500 25.50 38.99 ^^^^^ Calcs By:D. L!ckwood Checked By:__--__-_ Page: P-03 Ser;*310025* Hvoer-calc (='roorarn by Cr,_,wlev Desion 6roi.io. (215)-337-7060 , r 6 y cl r' as as I i c_ ICe iar s z:; i L r o .C r • 16`" . e -- rev at l . i . . r-u E3 I y e= V ? Name:Philadelphia Carpets Date:6/9/87 System No.: Location:1090 Gemini Road Eagan MN Contractor:Dakota Fire Suppression,lnc. P.O. Pox 70 Rosemount Mn. 55068 Calculated By:D. Lockwood Contract Construction: Noncombustible Drawing Occupancy: Rack Storage Ceiling !::=i }r. sa -It e'e r. fl:]' =_a i r. C:ode:NFPA 231c - Area of Sprinkler Operation:2000 Density (gpm/sq.ft.):.30 Area Per Sprinkler:100 Max. Hose Allowance gpm Inside:000 Hose Allowance gpm Outside:500 Rack Sprinkler Allowance:300 I??1c•u1?-? i.?r. Requires 957.1 gpm at 79 Interior C-factor:120 Water Supply Test Test by:City Date:n/a Time:n/a Location:Lexington Elevation:Grade F L0 W T E S Test Point 4#1 Pressure 87 Flow 'rte` vaMM.-xry Telephone: 612_.423'-2100 No.:126 Sys.#2 Rack Stor No .:2 Height:28' Review Agency:F:M.,City ----------------------------------------- I System Type:Wet Pipe I --------------------------------------- Sprinkler Sprinkler or Nozzle I Make:Reliable Model:"G" I Size:17/32" K-factor:8.1 I Temperature Rating:286 31 psi at Base Of Riser Underground C-factor:140 Information Ave & Lone ?ak Rd. T R E S U L T S #2 #3 #4 67 3650 Pump Data Type:n/a Elevation:n/a Rated Psi:n/n/a Rated Gpm:n/a Well Proof Flow:n/a Tank, Data Elevation:n/a Size:n/a Commodity:n/a Class:n/a Location:n/a Storage Area:n/a Storage Height:n/a Clearance to Ceiling:n/a Single, Double, or Multi Row:n/a (-lisle Width:n/a Pallet lype:n/a LncapGulated?:n/a Storage Method: %Solid Pil.ed:n/a %Pall.etized:n/a %Rack:n/a Longitudinal Flue Spacing:r/a Frar'sverse Flue Spacii•g:n/a Horiz.Barriers Prr_•vided?:n/a 102.0 I %.o i 90.0 84.0 i + 78.0 + ( 79.3 @ 14571 1 72.0 1 66.0 + I 60.0 I 54.0 a I 48.4 I 42.0 I ? 36.0 a I 30.0 I 24.0 I 18.0 1 12.0 f I ? 6.0- I 0.0 M.hYYI"A4N14hhALNNN1YYhhANNYhh IN4YMYAN44h41 YNpNh1A4NNYNYh1 YNNN A'WYNNYY1M46MrNYA4hNNNYMYIY4Nh1r1h4ANh4hYYYYN 0 1800 2700 3600 4500 5400 6300 7200 8100 PreSSUre vs. Flow 87. 00 0.00 67.00 3650.00 0 8080. 12 1=' h 1 1 ?=, ci c--- 1 r--Y" i ?na C Ek r- g:J. C.--- '_s 1 1 Cy 'D Co G; rn 1 ru 1 FR mk d EE 'a !A --k 1-1 m I?j -T ._. Lo IV ._a ru-e Lr r^ 1 On E SS #F ? & x ? c 1-c S ? ._. r ------------------------------------------------ -- ----------- ---------------------- -- .-. U 1 1 11.1 d'1 F2 '1 E3 F-- 0-7 Y-7 FR Vh 4- P 1...- I G n- 1::? 4. p 1" :l': d_:D 1" *8 '".T' ; Fw4_l K F° &-u 1 A a.x cl c=- 1 r? 1--u i Wi=n .: aa. r- F:r a -t SiE? 1090 Gemini Road Eagan MN Job No:126 Sys.02 Rack Stor --------------------------------------------------------------------------------------- S u b rn 1 -4:: iv C-:2'1=9 Ei y Dakota Fire Suppression,lnc. P.O. Box 70 Rosemount Mn. 55068 ------------------------------------------------------------------------------- Design Specifications Water Supply Information System Demand ---------------•------- ------•-----•-----..__...._ Density 0.300 87.00 psi @ 0.00 gprn 79.31 psi Design Area: 2000.00 67.00 psi @ 3850.00 gprn @ 957. 1 gpm + 500.0 gprn Hose 1 r, t k 1 73 ce rn a rn c-3 1 4 to _ 1 C-4 p FA-2 ?9 _ = 1 p ? z yr t rti so an K en t y a c=? -t ._. V- -4+ _ V :3 p ss 1 Notes: List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description CodeMescription A : Alarm Va H Det.Chk.Va 0 V B : Butt'flyva I P : W : C : Check Va .I : 0 X D : Dr yPi peVa N. R Y E : Std. Elbow L LongTurnEl S Z F : Deluge Va_ M : T : Std. Tee G : Gate Va N U : Calcs By: D. Lockwood Cher_k.ed:---- 6/9/87 Page: 1 aer;,w1vvvW* nypercatc 4rogram by urowiey vesr.gn oroup, WID1-5st" U" E3 LA no no a r? y CS K E3 F r^ i a-1 F< A C- r- iEt r-1 ci "c. ss C-- F" 7. •_. w Job No:126 Sys.#2 Rack Stor Philadelphia Carpets Design density: .30 Supplied flow and pressure is based on 79.31 psi available at supply ( 83.34 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pr Factor Actual Minimum Excess Pt. M02 71.03 71.03 0.00 300.0 300.0 0.0% M02 S01 14.48 14.48 8.10 30.8 29.7 3.7% S01 S02 13.66 13.66 8.10 29.9 29.7 0.7% S02 S03 13.45 13.45 8.10 09.7 29.7 0.0/ S03 S04 13.45 13.45 8.10 x_'9.7 29.7 0.0% S04 S05 13.72 13.72 8.10 30.0 29.7 1.0% S05 506 14.64 14.64 8.10 31.0 29.7 4.4% S06 S07 14.49 14.49 8.10 30.8 29.7 3.7% S07 508 13.67 13.67 8.10 29.9 29.7 0.7% S08 S09 13.46 13.46 8.10 29.7 29.7 0.0% S09 S10 13.46 13.46 8.10 29.7 29.7 0.0% S10 S11 13.73 13.73 8.10 30.0 29.7 1.0/ 511 S12 14.66 14.66 8.10 31.0 29.7 4.4% S12 S13 14.54 14.54 8.10 30.9 29.7 4.0% S13 S14 13.72 13.72 8.10 30.0 29.7 1.0% S14 S15 13.50 13.50 8.10 29.8 29.7 0.3% S15 S16 13.51 13.51 8.10 29.8 29.7 0.3% S16 S17 13.78 13.78 B.10 30.1 29.7 1.3% S17 S18 14.71 14.71 8.10 31.1 29.7 4.7/ S18 S19 21.64 21.64 6.10 37.7 29.7 26.9% S19 S20 21.61 21.61 8.10 37.7 29.7 26.9% S20 S21 21.85 21.65 8.10 37.9 29.7 27.6% S21 Calcs Bv: D. Lockwood C:hankezd: 6/9/87 Pace: :.,.. .-F:,. MY-?,Irarn oy ?rowiey uesiyn uruwp, %ai. ) -oae-,VDV F= 1 ._. w ?-t r. CA I=' r e sa > ._s r- e= S 1-a ro m =k r-- y Job No:126 Sys.#'c' Rack Stor- Philadelphia Carpets Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L 0 5 S C A L C U L A T I O N S . Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf7ft Diam C Flow fps 25.50 A01 l( 92.6 (l 30.77 0.03 0.00 30.80 A02 25.50 11.00 11.00 0.002 4.260 120 92.6 2.1 25.50 A01 )) 92.6 }) 30.77 -2.53 -0.65 27.59 B01 27.00 1.50 T 10.04 11.54 0.219 1.687 120 92.6 13.3 25.50 A02 (( 185.2 ({ 30.80 0.10 0.00 30.89 A03 25.50 11.00 11.00 0.009 4.260 120 185.2 4.2 25.50 A02 )> 92.6 )) 30.80 -2.53 -0.65 27.61 B02 27.00 1.50 T 10.04 11.54 0.219 1.687 120 92.6 13.3 25.50 A03 (( 278.0 tt 30.89 0.20 0.00 31.09 A04 25.50 11.00 11.00 0.018 4.260 120 278.0 6.2 25.50 A03 )) 92.8 )7 30.89 -2.54 -0.65 27.70 B03 27.00 1.50 T 10.04 11.54 0.220 1.687 120 92.8 13.3 25.50 A04 (( 345.4 (l 31.09 0.30 0.00 31.40 A05 25.50 11.00 11.00 0.028 4.260 120 345.4 7.8 25.50 A04 >> 67.4 » 31.09 -1.40 -0.65 29.04 B04 27.00 1.50 T 10.04 11.54 0.122 1.687 120 67.4 9.6 25.50 AM (( 371.5 (( 31.40 0.30 0.00 31.70 AO6 25.50 9.50 9.50 0.031 4.260 120 371.5 8.3 25.50 A05 )) 26.1 >) 31.40 -0.24 -0.65 30.50 B05 27.00 1.50 T 10.04 11.54 0.021 1.687 120 26.1 3.7 25.50 A06 11 398.1 (( 31.70 0.39 0.00 32.09 A07 25.50 11.00 11.00 0.036 4.260 120 398.1 819 25.50 P06 >) 26.6 )) 31.70 -0.25 -0.65 30.79 B06 27.00 1.50 T 10.04 11.54 0.022 1.687 120 26.6 3.8 25.50 A07 (( 425.5 (( 32.09 0.44 0.00 32.53 A08 25.50 11.00 11.00 0.040 4.260 120 425.5 9.6 25.50 907 )} 27.4 >7 32.09 -0.27 -0.65 31.17 B07 27.00 1.50 T 10.04 11.54 0.023 1.687 120 27.4 3.9 25.50 WS l( 453.9 (( 32.53 0.50 0.00 33.03 A09 25.50 11.00 11.00 0.046 4.260 120 453.9 10.2 25.50 ROB >} 28.4 >) 32.53 -0.28 -0.65 31.60 BOB 27.00 1.50 T 10.04 11.54 0.025 1.687 120 28.4 4.1 25.50 A09 f( 483.7 (( 33.03 0.56 0.00 33.60 RIO 25.50 11.00 11.00 0.051 4.260 120 483.7 10.9 25.50 A09 >> 29.8 1) 33.03 -0.31 -0.65 32.07 B09 27.00 1.50 T 10.04 11.54 0.027 1.687 120 29.8 4.3 25.50 A10 {( 515.1 {{ 33.60 1.63 0.00 35.23 A15 25.50 2.00 T 26.33 28.33 0.058 4.260 120 515.1 11.6 25.50 A10 )) 31.4 )} 33.60 -0.34 -0.65 32.61 B10 27.00 1.50 T 10.04 11.54 0.030 1.687 120 31.4 4.5 25.50 All >S 106.3 }} 35.05 -0.03 0.00 35.01 A12 25.50 10.00 10.00 0.003 4.260 120 106.3 2.4 25.50 All (( 142.0 ({ 35.05 0.19 0.00 35.23 A15 25.50 8.50 T 26.33 34.83 0.005 4.260 120 142.0 3.2 25.50 All )} 35.7 » 35.05 -0.43 -0.65 33.96 Bit 27.00 1.50 T 10.04 11.54 0.038 1.687 120 35.7 5.1 25.50 A12 >} 70.8 !] 35.01 -0.01 0.00 35.00 A13 25.50 10.00 10.00 0.001 4.260 120 70.8 1.6 25.50 A12 >) 35.5 )> 35.01 -0.43 -0.65 33.93 B12 27.00 1.50 T 10.04 11.54.0.037 1.687 120 35.5 5.1 25.50 A13 >) 35.4 )) 35.00 -0.00 0.00 35.00 A14 25.50 10.00 10.00 0.000 4.260 120 35.4 0.8 25.50 A13 )} 35.4 )) 35.00 -0.43 -0.65 33.92 B13 27.00 1.50 T 10.04 11.54 0.037 1.687 120 35.4 5.1 25.50 A14 >) 35.4 )> 3100 -0.43 -0.65 33.92 B14 27.00 1.50 T 10.04 11.54 0.037 1.687 120 35.4 5.1 25.50 A15 l{ 651.1 (( 35.23 16.34 0.00 51.57 MO1 25.50 165.00 2L 15.80 180.80 0.090 4.260 120 657.1 14.8 27.00 BO1 )} 92.6 )) 27.59 -12.94 0.00 14.64 S06 27.00 49.00 T 10.04 59.04 0.219 1.687 120 92.6 13.3 27.00 B02 » 92.6 }> 27.61 -12.95 0.00 14.66 912 27.00 49.00 T 10.04 59.04 0.219 1.687 120 9'2.6 13.3 27.00 B03 )) 92.8 >7 27.70 -12.99 0.00 14.71 SIB 27.00 49.00 T 10.04 59.04 0.220 1.687 120 92.8 13.3 27.00 B04 }} 67.4 )! 29.04 -7.19 0.00 21.85 S21 27.00 49.00 T 10.04 59.04 0.122 1.687 120 67.4 9.6 27.00 B05 )} 26.1 !} 30.50 -3.21 0.00 27.29 D05 27.00 132.00 TT 20.09 152.09 0.021 1.687 120 26.1 3.7 27.00 B06 )> 26.6 )) 30.79 -3.31 0.00 27.49 D06 27.00 132.00 IT 20.09 152.09 0.022 1.687 120 26.6 3.8 27.00 B07 )S 27.4 >) 31.17 -3.49 0.00 27.68 D07 27.00 132.00 TT 20.09 152.09 0.023 1.687 120 27.4 3.9 27.00 BOB )> 28.4 )} 31.60 -3.75 0.00 27.84 008 27.00 132.00 IT 20.09 152.09 0.025 1.687 120 28.4 4.1 27.00 BO }) 29.8 }) 32.07 -4.09 0.00 27.98 D09 27.00 132.00 TT 20.09 152.09 0.027 1.687 120 29.8 4.3 27.00 B10 )} 31.4 )1 32.61 -4.51 0.00 28.10 D10 27.00 132.00 TT 1 20.09 152.09 0.030 1.687 120 31.4 4.5 27.00 Bit >> 35.7 )> 33.96 -5.71 0.00 28.25 Oil 27.00 132.00 TT 20.09 152.09 0.038 1.687 120 35.7 5.1 27.00 B12 >) 35.5 >> 33.93 -5.66 0.00 28.27 D12 27.00 132.00 TT 20.09 152.09 0.037 1.687 120 35.5 5.1 27.00 B13 )> 35.4 )) 33,92 -5.63 0.00 28.29 D13 27.00 132.00 TT 20.09 152.09 0.037 1.687 120 35.4 5.1 27.00 B14 )) 35.4 >} 33.92 -5.63 0.00 28.29 D14 27.00 132.00 TT 20.09 152.09 0.037 1.687 120 35.4 5.1 25.50 COI l( 88,5 t( 27.15 0.02 0.00 27.18 C02 25.50 11.00 11.00 0.002 4.260 120 88.5 2.0 25.50 001 )) 88.5 )> 27.15 -2.33 -0.65 24.17 DOI 27.00 1.50 T 10.04 11.54 0.202 1.687 120 88.5 12.7 25.50 C02 l( 177.1 if 27.18 0.09 0.00 27.27 C03 25.50 11.00 11.00 0.008 4.260 120 177.1 4.0 25.50 C02 )) 88.6 )1 27.18 -2.33 -0.65 24.20 D02 27.00 1.50 T 10.04 11.54 0.202 1.687 120 88.6 12.7 25.50 C03 It 265.9 It 27.27 0.19 0.00 27.45 C04 25.50 11.00 11.00 0.017 4.260 120 265.9 6.0 25.50 C03 }) 88.7 )) 27.27 -2.34 -0.65 24.28 D03 27.00 1.50 T 10.04 11.54 0.203 1.687 120 88.7 12.7 25.50 C04 {l 311.7 (( 27.45 0.25 0.00 27.70 C05 25.50 11.00 11.00 0.023 4.260 120 311.7 7.0 25.50 C04 )) 45.8 )} 27.45 -0.69 -0.65 26.11 D04 27.00 1.50 T 10.04 11.54 0.060 1.687 1,00 45.8 6.6 25.50 005 f( 285.6 {( 27.70 0.18 0.00 27.89 C06 25.50 9.50 9.50 0.019 4.260 120 285.6 6.4 25.50 C05 ({ 26.1 (( 27.70 0.24 -0.65 27.29 D05 27.00 1.50 T 10.04 11.54 0.021 1.687 120 26.1 3.7 25.50 C06 {( 259.0 (( 27.89 0.18 0.00 28.06 C07 25.50 11.00 11.00 0.016 4.260 120 259.0 5.8 Calcs Lay: D. Lockwood Cher.ked: 6/9/87 Page: 3 .+ , ...c a"I',- ny pr , ureic rr?-y rcrui Uy i...rvwicy a..o Ll. ?. ?,t..I ........ . -__ Job No: 126 Sys.#2 Rack Star Phi ladel phia Car-pets Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I 0 N L 0 5 9 C A L C U L A T I 0 N 5 .Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 25.50 C06 {{ 26.6 {( 27.89 0.25 -0.65 27.49 D06 27.00 1.50 T 10.04 11.54 0.022 1.687 120 26.6 3.8 25.50 C07 {! 231.6 (( 28.06 0.14 0.00 28.21 C08 25.50 11.00 11.00 0.013 4.260 120 231.6 5.2 25.50 C07 l! 27.4 {( 28.06 0.27 -0.65 27.68 D07 27.00 1.50 T 10.04 11.54 0.023 1.687 120 27.4 3.9 25.50 COB !l 203.2 !l 28.21 0.11 0.00 28.32 C09 25.50 11.00 11.00 0.010 4.260 120 203.2 4.6 25.50 COB l( 28.4 (( 28.21 0.28 -0.65 27.84 DOB 27.00 1.50 T 10.04 11.54 0.025 1.687 120 28.4 4.1 25.50 C09 (( 173.4 (( 28.32 0.08 0.00 28.41 CIO 25.50 11.00 11.00 0.008 4.260 120 173.4 3.9 25.50 C09 (( 29.8 (( 28.32 0.31 -0.65 27.98 D09 27.00 1.50 T 10.04 11.54 0.027 1.687 120 29.8 4.3 25.50 CIO l( 142.0 (l 28.41 0.06 0.00 28.46 C11 25.50 10.50 10.50 0.005 4.260 120 142.0 3.2 25.50 CIO {l 31.4 (( 28.41 0.34 -0.65 28.10 D10 27.00 1.50 T 10.04 11.54 0.030 1.687 120 31.4 4.5 25.50 C11 l( 106.3 (( 28.46 0.03 0.00 28.50 C12 25.50 10.00 10.00 0.003 4.260 120 106.3 2.4 25.50 C11 (( 35.7 {( 28.46 0.43 -0.65 28.25 D11 27.00 1.50 T 10.04 11.54 0.038 1.687 120 35.7 5.1 25.50 C12 f{ 70.8 ({ 28.50 0.01 0.00 28.51 C13 25.50 10.00 10.00 0.001 4.260 120 70.8 1.6 25.50 C12 l( 35.5 {{ 28.50 0.43 -0.65 28.27 DIE 27.00 1.50 T 10.04 11.54 0.037 1.687 120 35.5 5.1 25.50 C13 l( 35.4 (l 28.51 0.00 0.00 28.51 C14 25.50 10.00 10.00 0.000 4.260 120 35.4 0.8 25.50 C13 (! 35.4 (( 28.51 0.43 -0.65 28.29 D13 27.00 1.50 T 10.04 11.54 0.037 1.687 120 35.4 5.1 25.50 C14 (( 35.4 (< 28.51 0.43 -0.65 28.29 D14 27.00 1.50 T 10.04 11.54 0.037 1.687 120 35.4 5.1 27.00 DOI )) 88.5 )) 24.17 -9.69 0.00 14.48 SOS 27.00 38.00 T 10.04 48.04 0.202 1.687 120 88.5 12.7 27.00 D02 )) 88.6 )) 24.20 -9.70 0.00 14.49 907 27.00 38.00 T 10.04 48.04 0.202 1.687 120 88.6 12.7 27.00 D03 >) 88.7 >) 24.28 -9.73 0.00 14.54 S13 27.00 38.00 T 10.04 48.04 0.203 1.687 120 88.7 12.7 27.00 D04 )> 45.B )) 26.11 -4.48 0.00 21.64 919 27.00 65.00 T 10.04 75.04 0.060 1.687 120 45.8 6.6 25.50 1401 (l 657.1 (( 51.57 9.26 10.20 71.03 M02 2.00 23.50 2T3GH 79.00 102.50 0.090 4.260 120 657.1 14.8 2.00 WE {{ 957.1 {{ 71.03 3.28 4.99 79.31 1403 -9.50 430.00 2TL26 123.90 553.90 0.006 8.110 140 957.1 5.9 27.00 901 )) 57.7 >) 14.48 -0.82 0.00 13.66 S02 27.00 9.00 9.00 0.091 1.687 120 57.7 8.3 27.00 S02 )) 27.8 >> 13.66 -0.21 0.00 13.45 S03 27.00 9.00 9.00 0.024 1.687 120 27.8 4.0 27.00 S03 !f 1.9 ({ 13.45 0.00 0.00 13.45 S04 27.00 9.00 9.00.0.000 1.687 120 1.9 0.3 27.00 S04 (( 31.6 (< 13.45 0.27 0.00 13.72 S05 27.00 9.00 9.00 0.030 1.687 120 31.6 4.5 27.00 S05 (( 61.6 i( 13.72 0.93 0.00 14.64 S06 27.00 9.00 9.00 0.103 1.687 120 61.6 8.8 27.00 S07 )> 57.7 )> 14.49 -0.82 0.00 13.67 SOB 27.00 9.00 9.00 0.092 1.687 120 57.7 8.3 27.00 S08 )) 27.8 >) 13.67 -0.21 0.00 13.46 909 27.00 9.00 9.00 0.024 1.687 120 27.8 4.0 27.00 909 ll 1.9 f! 13.46 0.00 0.00 13.46 S10 27.00 9.00 9.00 0.000 1.687 120 1.9 0.3 27.00 910 f( 31.6 !! 13.46 0.27 0.00 13.73 Sit 27.00 9.00 9.00 0.030 1.697 120 31.6 4.5 27.00 Sit (( 61.6 (l 13.73 0.93 0.00 14.66 912 27.00 9.00 9.00 0.103 1.687 120 61.6 8.8 27.00 513 )) 57.8 )) 14.54 -0.83 0.00 13.72 S14 27.00 9.00 9.00 0.092 1.687 120 57.8 8.3 27.00 S14 )) 27.9 )> 13.72 -0.21 0.00 13.50 S15 27.00 9.00 9.00 0.024 1.687 120 27.9 4.0 27.00 S15 ({ 1.9 {l 13.50 0.00 0.00 13.51 S16 27.00 9.00 9.00 0.000 1.687 120 1.9 0.3 27.00 916 l{ 31.7 !{ 13.51 0.27 0.00 13.78 S17 27.00 9.00 9.00 0.030 1.687 120 31.7 4.5 27.00 S17 (( 61.7 ({ 13.78 0.93 0.00 14.71 S18 27.00 9.00 9.00 0.104 1.687 120 61.7 8.8 27.00 S19 )) 8.1 >) 21.64 -0.02 0.00 21.61 720 27.00 9.00 9.00 0.002 1.687 120 8.1 1.2 27.00 S20 !( 29.5 !( 21.61 0.24 0.00 21.85 921 27.00 9.00 1 9.00 0.026 1.687 120 29.5 4.2 Calcs Hy: D Lockwood Checked: 6/9/87 Page: 4 ?niraui uy . r-VIW t y ?IL urv .iNa 1C1J1 JJ/-/VGV 1.._ ._.. 1? t 1 =k ra u:=- ess^ a e_n m ra e k r-- y Job No:126 Sys.#2 Rack Stor Philadelphia Carpets L L. L. p 1 F• r- 3. C -t 3. ! . ra 1 <_. so s3 C? i:E A01)>)>>BO1>>>>>S(]6>>>>)SOJ>>>>>SO4>>)>)S03<<<<<SO2<(<((S01<<<(<DO1C<(((C01 +2.53 +12.94 +0.93 +0.27 +0.00 -0.21 -0.82 -9.69 -2.33 CU1(((((C02<<(<<C03<((<<C04((<<(CO5<<<<<DO5C<<<CB05<(<((A05>)>>>A04>>>)>A03 -o.02 --0. 09 -0. 19 -0. 25 -0.2,4 -3.21 -0.24 4.0. 30 +o.20 A03>>>)>A02>>>>)A01 +0. 10 +0.03 Totals +losses: 17.30 -losses: 17.29 imbalance: 0.01 A02))>>)P0;2>>)>>S1{_')>)>>St 1)>>>)S10)>>>>S309(((<<SO8<<<(<S07(C<<<D0c](<<C(COc: +2.53 +12.95 +0. 93 +0.27 .0.00 -0.21 -0.82 -9.70 -2.33 C02<<<<(C03<<(<<C04•<<<<(CO5<<(((D05<(<t<BQ5 <(<<(A05>>>>>A04>>>>>A03>>>>>A02 -0. 09 --0.19 -0. 25 -0. 24 rla -0. c:4 40. 30 +0. 20 +0. 10 Totals +losses: 17.28 -- losses: 17.28 imbalance: 0.00 L C.._x F3- wa r 7 i-` -1. :L .._. '-3 s s A03>))>)B03>>) )>S18>>>>>S17)>>)>S16>>)>)S15<<<((S14<((<<913(<((<D03<t<<(CO3 +2.54 +12.99 +0.93 +0.27 "J. 00 --0.21 -0.83 -9.73 -2.34 C03(<(<(C04(<<<<C05<(<<(D05(((<(B05<<<<<A05>>>))A04>>>>)A03 -0.19 -0.25 -0.24 21 -0._4 +0.30 +0.20 Totals : +losses: 17.23 -losses- 17.24 imbalance: -0.01 L .=, c. p 4 F t^- a c t J. c. r. 1•=. ss . L.- A04) >>>)B04)>>>>S21)>)>>S20<<<<(Si9<<(<(D04<<<<(C04<<<<(CO5(<C<(D05<<<C<BO5 +1.40 +7.19 +0.24 -0.02 -4.48 -0.69 -0.25 -0.24 -3.21 B05<<( <(AC 1 5)>) >>A04 -0.24 +0. 30 Totals +losses: 9.13 -losses: 9.13 imbalance: 0.00 A05>>>)>B05>>>>>D05>>>>>C05<(<((COG,<<(<MOE, <((((B06000<<AO6>)>>>A05 +0.24 +3.21 +0. 24 -0.18 -0. 2:5 _3 31 -0. 25 +0.30 Totals +losses: 3.99 --losses: 3.99 imbalance: 0.00 L ?.._. p (1 F- r- :. c -ib i r-a 1 r-. cs c--- A06> >>>>B06>>>>>D06)>>>>C06<<<<(C071<<((D07<<<<<B07C<<<(ACM >)>)A06 +0.25 +3.31 +0.25 -0.18 .•-0.27 -3.49 -0.27 +0.39 Totals +losses: 4.20 --losses: 4.21 imbalance: -0.01 A07>>)>>B07)>>>>D07)>)>>CCi7C<<C<COS<((<<D08<<<l(Bt]8<<<((A08>)>>>A07 +0.27 +3.49 +0.27 --0.14 -0.28 75 -0.28 +0.44 Totals . +losses: 4.47 -losses: 4.45 imbalance: 0.02 Calcs By: D Lc.c:k.wood .-- 6/9/87 Page: 5 .+_..--I vim.,.. r.yp=ru'nau' rr'uyr'am uy ?rc!wat=y ww>i yn ort.up, %ca. I_our -. vov L .-.._. p E: L .a r-. c-- v a-a m rn at r-- y Job No:126 Sys.#2 Rack Stor Philadelphia Carpets d._- •_• r• F_-3 8 F" Y- :i c= -L- 1 ._. Y. R C• A08)>>>>R0B)>>>>D08)>>>)C08<<<<(CC>9<(<<<Dp9<<(<(BC)9<<<(<AC)9)>>>)A08 +0.28 .4-3.75 +0. 28 __0.11 -0. 31 -4. 09 -0. 31 +0.50 Totals +losses: 4.81 -losses: 4.82 imbalance: -0.01 L .=. cc. P YD B=- r-- rt_ -&'.: i c_-. 1r . T n.:. s_, e=a ca =--,... A09>>>>>B09>>>>>D09>>>>>C09(((<(C110<<i(<D10(<(((B10(<<((A10>>>>>A09 +0.31 +4.09 -4.0.31 --0.08 -0.34 -4.51 -0.34 +0.56 Totals +losses: 5.27 -lasses: 5.27 imbalance: 0.00 L r• L. p 1 Cr F- r- i c= -U- s c• Y. 1 .=_° z:5 Ss 47--. 1a A10>>>>>B10>>)))Dl0>>>>>C10(<<<<C11<<<<(D11(<<<<Bli<<(((A11<<<<(A15>>>>)A10 +0.34 +4.51 +0.34 --0.06 --0.43 --5.71 -0.43 -0.19 +1.63 Totals +losses: 6.82 --losses: 6.82 imbalance: -0.00 L .1._. p I F- r-• s. t =-U y =.v-, 1 ._ -_.. All) >>>)9ll>))>>Dll>)>)>C11<((<M CI2 <<<<Dlr(< c--- ss (<<Bl2 <<<<(Al2(<<<<All +0.43 +5.71 +0. 43 --0. 03 --0., 43 --5. 66 -0. 43 -•0.03 Totals +losses: 6.57 ...losses. 6.58 imbalance: --0.01 1_- .-. r. AL F- v- i c: it :i. +-, Yu R ._- --,. t-es. cy A12>>))>B12>))>>D12)))>)C12( <<t(C13C(<<<D13<<<<<B13<(<<<A13C<<(<A12 +0.43 +5.66 +0.43 -0.01 --0.4'3 --5.63 -0.43 -0.01 Totals +losses: 6.52 -losses: 6.51 imbalance: 0.01 L ._• L.. ?4 1 ... F- r- ]L 1 c-- r^I J- C:x T_-a s.3. en- S-i A13)>>>>Et13>)>>>D13)>>>>C13))))>C14<<(<<D14(<(<<BI4<((((A14>>>>)A13 +0. 43 -4.5. 63 +0. 43 +0. 00 - 0. 43 -3.63 -0. 43 +0. 00 Totals . +losses: 6.49 --losses: Calcs By: D. Lockwoc-d Checked: 6.49 imbalance: 0.00 6/9/87 page: 6 aer;-,nivven* hypercalc Prngrarn by Crowley Design Group, (215)-337-7060 Flow Diagram for Philadelphia Carpets COIM)DOIM)S01))))S02))))SO3((((SO4(((t505((l(SO6((t((l(!(!((/(!f(((l<((((tiltt(t(ll((fllflt(l(((l((t!(({f(llBO1(t({R01 88.5 88.5 57.7 27.8 1.9 31.6 61.6 92.6 92.6 A A 88.5 92.6 n a C02)>))D02))>)507)?))SOB)}S)5095(i(SIOt(((511((l(S12f1(({itf{f(((ilf((((itS(lfl(fi((((lltf!!{((((!{{!{{!!({{{{!(B02(l((R02 88.6 88.6 57.7 27.8 1.9 31.6 61.6 92.6 92.6 A h 177.1 185.2 A A C037)>)D03)))>S13))))S14>>))S15 U K516({{{S17(((fSIBIff((S{<l!!f((fl<ffl(t{Sllfl(fllllt111(((!!(((((((((!(ll{1KB03fll1R03 88.7 Ba.7 57.8 27.9 1.9 31.7 61.7 92.8 92.8 A A 265.9 278.0 A A C04))))D04))))MM)520(1({5211(ffK((l!l(!((t!(?ll((((lull{((ll({l(((ltff((f(((l({{{((({{{({{{{(({((((!ll((l(B04(MR04 45.8 45.8 8.1 29.5 67.4 67.4 A h 311.7 345.4 A A C05(ll(DO5l(ill({({{(((i(l!K(((!H(((((l(It(t(lllt{((((((l((t((ifilf((l(((lift(llt(!tf(((((((lt!!(<(llllt(ll(l(BUSf{ltRU5 26.1 ' 26.1 26.1 A A 285.6 371.5 A A C06<(((D06 H!(!!llllUl(llf(ft((lllf((f(/!!((((Ut(f{(l(((f(f(/(((ff(l(({t(((f((f{lf(I1(t((!(((ff{ll/ltf(((llff(H06(fftR06 26.6 26.6 26.6 A A 259.0 398.1 n n C07((((D07ff(({{llffl(f!{{!ff{{{{lllft({f(!lf((((((l(f(ff!((ff(l/lflfl((l{{{{(/{({{{{llf(((((!!!f(({((((l!f{({!l807ff1(RU7 27.4 27.4 27.4 A A 231.6 425.5 COB ((((A08 28.4 28.4 28.4 A A 203.2 I 453.9 A A C091(11D09t(llll((l!(i(((((ll(lil(((((!t{(U!till(l(!(!lt((!((!!il{(l((il(({{{llf{(l(!lt!!ll(t(l(f!!l((((tlll({(B09(lllRO9 29.8 29.8 29.8 A A 173.4 483.7 A A CIO!(l(DSOI(ll((t(((ll((ll!(lf(l(l{!lilt!((f(lf(f((({(fl(((ifl(ffl!(Sltfl(((({{lfl({{ll(lffl(f(!lf((l(({{!lf({{lBlOlllfRlO 31.4 31.4 31.4 I A I 515.1 I A I R15(((( 657. A v 142.0 142.0 A V Flow Diagram for Philadelphia Carpets C111(t(D11!((f(l(((!{(t(S(ll(ft((((tl(t(l(llll(lKll(Slll({l<(fit!{{Sf{((lHl(ltll((((i((((({(tlll((S((((ill(!(1811(tllRll 35.7 35.7 35.7 v 106.3 106.3 v C12 K(SD32Sll(ll(SS{((f(ffl((l(Sll(l({((lf(!!((1(t((ftlll(((l(S(((((HfSff((({{lt(({{{{l((f({((((ttl(((({(St{S(tB12ll(1R12 35.5 35.5 35.5 v 70.8 70.8 v C13S1((D131!(Sl((lSSfl1!(((Sfl((ttt(S(((l((ll((((((K(((fl{Slf(((({((l(((fl((l(((i((l((l((l(lllfl((t(lll(f((ilt(B13((l(R13 35.4 35.4 35.4 n v 35.4 35.4 ^ v C14(t((D141(f((Ull((f(t({fll{H((((((tf(({{l((f(ll{(f((l!l(S((l({llff(((l(t((((Sf{S(f(t((SS{(f((((S{(K(l((({i1814(l(tR14 35.4 35.4 35.4 Path SlAmmary Printolat for Philadelj)hi?-i Carpets Job No:126 Sys.#2 Rack Stor 6/9/£17 Systern: '2 Drawing:2 1=- za ti F-r 114 .r. c 1 FR a rea ._. t,. _ -t- .::. E3 ..-t 1 y- Principal path Feeds Path:2 at Pt:A02, Path:3 at Pt:A03, Path:4 at Pt:A04, Path:S at Pt:A15 - ---- - -- - ---- Ref - Elev. Pressure (psi) ----- R ---- Flow ----- (gpm) -- Veloc ----- Diam. ------------- Actual Fitting ----- Fitting ------ Total Frict.Loss --- Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. -- ------ ------ --- --- ------ --------------- ------ --------------- - (C=120) --- C01 25.50 27.15 27.15 -88.5 12.67 1.687 1.50 T 10.04 11.54 0.202 -2.33 -0.65 (-1.50 )24.17 DO1 DOI" 27.00 24.17 24.17 -88.5 12.67 1.687 38.00 T 10.04 48.04 0.202 -9.69 14.48 S01 901 27.00 14.48 14.48 8.10 30.8 -57.7 8.26 1.687 9.00 9.00 0.091 -0.82 13.66 S02 502 27.00 13.66 13.66 8.10 29.9 -27.8 3.98 1.687 9.00 9.00 0.024 -0.21 13.45 S03 S03 27.00 13.45 13.45 8.10 29.7 1.9 0.27 1.687 9.00 9.00 0.000 0.00 13.45 S04 S04 27.00 13.45 13.45 8.10 29.7 31.6 4.52 1.687 9.00 9.00 0.030 0.27 13.72 505 S05 27.00 13.72 13.72 8.10 30.0 61.6 8.82 1.687 9.00 9.00 0.103 0.93 14.64 906 S06 27.00 14.64 14.64 8.10 31.0 92.6 13.26 1.687 49.00 T 10.04 59.04 0.219 12.94 27.59 B01 BO1 27.00 27.59 27.59 92.6 13.26 1.687 1.50 T 10.04 11.54 0.219 2.53 0.65 ( 1.50 )30.77 A01 AOI 25.50 30.77 30.77 92.6 2.08 4.260 11.00 11.00 0.002 0.03 30.80 A02 A02 25.50 30.80 30.80 92.6 185.2 4.16 4.260 11.00 11.00 0.009 0.10 30.89 A03 A03 25.50 30.89 30.89 92.8 278.0 6.24 4.260 11.00 11.00 0.018 0.20 31.09 A04 A04 25.50 31.09 31.09 67.4 345.4 7.75 4.260 11.00 11.00 0.028 0.30 31.40 A05 A05 25.50 31.40 31.40 26.1 371.5 8.34 4.260 9.50 9.50 0.031 0.30 31.70 A06 A06 25.50 31.70 31.70 26.6 398.1 8.94 4.260 11.00 11.00 0.036 0.39 32.09 A07 A07 25.50 32.09 32.09 27.4 425.5 9.55 4.260 11.00 11.00 0.040 0.44 32.53 A06 A08 25.50 32.53 32.53 28.4 453.9 10.19 4.260 11.00 11.00 0.046 0.50 33.03 A09 A09 25.50 33.03 33.03 29.8 483.7 10.86 4.260 11.00 11.00 0.051 0.56 33.60 A10 A10 25.50 33.60 33.60 31.4 515.1 11.56 4.260 2.00 T 26.33 28.33 0.058 1.63 35.23 A15 A15 25.50 35.23 35.23 142.0 657.1 14.75 4.260 165.00 2L 15.80 180.80 0.090 16.34 51.57 M01 M01 25.50 51.57 51.57 657.1 14.75 4.260 23.50 2T3GH 79.00 102.50 0.090 9.26 10.20 (23.50 )71.03 M02 (C=1 40) M02 2.00 71.03 71.03 300.0 957.1 5.93 8.110 430.00 2TL26 123.90 553.90 0.006 3.28 4.99 (11.50 )79.31 M03 N03 -9.50 79.31 ^^^^"A F=' =k -4-- In PA C=r r - z CE L a. ru c--, Fed by path No.l Ref Elev. Pressure (psi) H Flow (g pm) Veloc Diam. Actual Fitting Fitting Total Frict. Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per. ft Total Psi (ft.) Press Pt. ------ ------ -------- ---- (G--1201 C02 25.50 27.18 27.18 -88.6 12.68 1.687 1.50 T 10.04 11.54 0.202 -,2.33 -0.65 (-1.50 )24.20 D02 D02 27.00 24.20 24.20 -88.6 12.68 1.687 38.00 T 10.04 48.04 0.202 -9.70 14.49 S07 S07 27.00 14.49 14.49 8.10 30.8 -57.7 8.27 1.687 9.00 9.00 0.092 -0.82 13.67 SOB 608 27.00 13.67 13.67 8.10 29.9 -27.8 3.98 1.687 9.00 9.00 0.024 -0.21 13.46 S09 S09 27.00 13.46 13.46 8.10 29.7 1.9 0.27 1.687 9.00 9.00 0.000 0.00 13.46 SIO S10 27.00 13.46 13.46 8.10 29.7 31.6 4.53 1.687 9.00 9.00 0.030 0.27 13.73 S11 Sl1 27.00 13.73 13.73 8.10 30.0 61.6 8.82 1.687 9.00 9.00 0.103 0.93 14.66 S12 S12 27.00 14.66 14.66 8.10 31.0 92.6 13.26 1.6B7 49.00 T 10.04 59.04 0.219 12.95 27.61 802 B02 27.00 27.61 27.61 92.6 13.26 1.687 1.50 T 10.04 11.54 0.219 2.53 0.65 ( 1.50 )30.80 A02 A02 25.50 30.80 AAM AAAAAA Cales Dv:D. Lockwood Checked Bv: Page: P-01 aer•:+r XVVC nyperca.tc FTQLJram oy U. UWaey Ue LAr-1 or.:-spj 1?1. , J.J. F'ath Summary Printout for, PhiladelphiiA Carpets Job No:126 Sys.#2 Flack Stor 6/9/67 S"ystem:2 Drawirg:2 F> !% -U- 111 C? S .-n Y• .L. Cg 1._- ]. Yo E' Fed by path No.l Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) C03 25.50 27.27 27.27 -88.7 12.70 1.687 1.50 T 10.04 11.54 0.203 -2.34 -0.65 (-1.50 )24.28 D03 D03 27.00 24.28 24.28 -88.7 12.70 1.687 38.00 T 10.04 48.04 0.203 -9.73 14.54 S13 S13 27.00 14.54 14.54 8.10 30.9 -57.8 8.28 1.687 9.00 9.00 0.092 -0.83 13.72 S14 514 27.00 13.72 13.72 8.10 30.0 -27.9 3.99 1.687 9.00 9.00 0.024 -0.21 13.50 S15 S15 27.00 13.50 13.50 8.10 29.8 1.9 0.27 1.687 9.00 9.00 0.000 0.00 13.51 S16 S16 27.00 13.51 13.51 8.10 29.8 31.7 4.53 1.687 9.00 9.00 0.030 0.27 13.78 617 S17 27.00 13.78 13.78 8.10 30.1 61.7 8.84 1.687 9.00 9.00 0.104 0.93 14.71 S18 818 27.00 14.71 14.71 8.10 31.1 92.8 13.28 1.687 49.00 T 10.04 59.04 0.220 12.99 27.70 B03 B03 27.00 27.70 27.70 92.8 13.28 1.687 1.50 T 10.04 11.54 0.220 2.54 0.65 ( 1.50 )30.89 A03 A03 25.50 30.89 AA MA AAAAAA Cam='0 9 Ck y. 4 111 r-v c Fed by path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. iG=120> C04 25.50 27.45 27.45 -45.8 6.56 1.687 1.50 T 10.04 11.54 0.060 -0.69 -0.65 (-1.50 )26.11 D04 D04 27.00 26.11 26.11 -45.8 6.56 1.687 65.00 T 10.04 75.04 0.060 -4.48 21.64 S19 S19 27.00 21.64 21.64 8.10 37.7 -B.1 1.17 1.687 9.00 9.00 0.002 -0.02 21.61 S2C S20 27.00 21.61 21.61 8.10 37.7 29.5 4.22 1.687 9.00 9.00 0.026 0.24 21.85 S21 S21 27.00 21.85 21.85 8.10 37.9 67.4 9.64 1.687 49.00 T 10.04 59.04 0.122 7.19 29.04 BOA B04 27.00 29.04 29.04 67.4 9.64 1.687 1.50 T 10.04 11.54 0.122 1.40 0.65 ( 1.50 )31.09 A04 A04 25.50 31.09 AAAAA ^^^^^^ G' i-=X -U t1 PA r. . ai F= as v- Ma z 'r-, Fed by path No.l Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per. ft Total Psi (ft.) Press Pt. (C=120) C01 25.50 27.15 27.15 8B.5 1.99 4.260 11.00 11.00 0.002 0.02 27.18 C02 C02 25.50 27.18 27.18 88.6 177.1 3.98 4.260 11.00 11.00 0.008 0.09 27.27 C03 C03 25.50 27.27 27.27 88.7 265.9 5.97 4.260 11.00 11.00 0.017 0.19 27.45 C04 C04 25.50 27.45 27.45 45.8 311.7 7.00 4.260 11.00 11.00 0.023 0.25 27.70 C05 C05 25.50 27.70 27.70 -26.1 285.6 6.41 4.260 9.50 9.50 0.019 0.18 27.89 C06 C06 25.50 27.89 27.89 -26.6 259.0 5.81 4.260 11.00 11.00 0.016 0.18 28.06 C07 C07 25.50 28.06 28.06 -27.4 231.6 5.20 4.260 11.00 11.00 0.013 0.14 28.21 C08 C08 25.50 28.21 28.21 -28.4 203.2 4.56 4.260 11.00 11.00 0.010 0.11 28.32 COS C09 25.50 28.32 28.32 -29.8 173.4 3.89 4.260 11.00 11.00 0.008 0.08 28.41 C10 C10 25.50 28.41 28.41 -31.4 142.0 3.19 4.260 10.50 10.50 0.005 0.06 28.46 C11 4 Calr_s By:D. L_n kwooci Chec kcd By. Page: P-02 orrcFOa.w c,.r+. nyF.rr ructau rrw gr-am uy t. r'?-?wa r.y ur?.a _yn oI 1-11Fat icav. ..+... ... Path Summary Prirrtout for Philadelphia (:ar•pets Sob Nc-:126 Sys.#2 Rack Stor G/9/87 Systent:'2 Drawirg:2 0=• =k ,t; hs BV .:_. a `s (Continued) IF= mar 1-1 ?t i ru Fed by path No.l Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict. Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ----------- ------- ------------- ------ ------------- ------------------ --------- (C=120) C11 25.50 28.46 28.46 -35.7 106.3 2.39 4.260 10.00 10.00 0.003 0.03 28.50 C12 C12 25.50 28.50 28.50 -35.5 70.8 1.59 4.260 10.00 10.00 0.001 0.01 28.51 C13 C13 25.50 28.51 28.51 -35.4 35.4 0.79 4.260 10.00 10.00 0.000 0.00 28.51 C14 C14 25.50 28.51 28.51 35.4 5.07 1.687 1.50 T 10.04 11.54 0.037 0.43 -0.65 (-1.50 )28.29 D14 D14 27.00 28.29 28.29 35.4 5.07 1.687 132.00 TT 20.09 152.09 0.037 5.63 33.92 B14 B14 27.00 33.92 33.92 35.4 5.07 1.687 1.50 T 10.04 11.54 0.037 0.43 0.65 ( 1.50 )35.00 A14 A14 25.50 35.00 35.00 35.4 0.79 4.260 10.00 10.00 0.000 0.00 35.00 A13 AB 25.50 35.00 35.00 35.4 70.8 1.59 4.260 10.00 10.00 0.001 0.01 35.01 A12 A12 :5.50 35.01 35.01 35.5 106.3 2.39 4.260 10.00 10.00 0.003 0.03 35.05 All All 25.50 35.05 35.05 35.7 142.0 3.19 4.260 8.50 T 26.33 34.83 0.005 0.19 35.23 A15 A15 25.50 35.23 MAM „^^M^ Calcs By:D. Lockwood Checked By: Page: P-03 9--0yrt?'r??tu_a3 e c Y? _ J. L?ti r R: Vn°1- .b=`rnb?tt i._.rr h =e?-U Narne:Philadelphia Carpets Date:6/8/£:17 System No. :1 I__ocation:1090 Gemini Read Eagan MN Contractorr•:Dak.ota Fire Suppression-, Inc;. Telephone: 612-423-210C) P.O. Box 70 Rosemount Mn. 55Oe8 Calculated By;D. Lockwood Contract No.: 1 26 1st,. Flr. Office Construction: Noncombustible Drawing No.:l. Occupancy: Office Erj I inH Height:':?' Code:NFPA 13 POI Low Agmncy:F. M. , C L ty --------------------------------- ----- ---------------------------------- Area of Sprinkler Operation:3000---- - I synLum type:Wet Pipe Density (gprn/sq. ft.) :. i() Area Per Sprinkler:225 Max. Sprinkler or Nozzle Hose Allowance gprn Inside:000 I Make=:Reliable Model:"G" Hose Allowance gprn Outside:250 I Sizm:1/2" K-factor:5.6 Rack Sprinkler Allowance:n/a I lemperabure Rating:165 C: _a 3. r_ r-a 3_ .•-A.'$_ 1 c_. r-x 1B n_a ru» u-e9.. a b" yr Requires 434.5 gprn at 56.13 psi at Base Of Riser Interior C-factor:120 Underground CG-factor:140 ----------------------------------------------------------------------------- Water Supply Test Test by:City Date:n/a Time:n/a Location:Lexington Elevation;Grade F L O W T E S -test Point #1 Pressure 87 Flew Information Pump Data 1 Tank Data Elevation:n/a Size:n/a Ave & Lone Oak Rd. T R E S U L `1" S 02 #3 #4 57 3650 Type:n/a I:levation:n/a Rated Psi:n/n/a Rated Gprn:n/a Well. Proof Flown/a Commodity:n/a Class:n/a Location:n/a Storage Area:n/a Storage Height:n/._a Clearance to Ceiling :n/a Single, Double, or Multi. Raw:n/a Aisle Width:n/a Pallet Type:n/a Encapsulated?:n/a Storage Method: %Solid Piled:n/a Longitudinal Flue Spacin_g:n/a Horiz.Barriers Provided?:n/a %palketized:n/a %Rack:n/a frar'sverse Flue Spacing:n/a 102. o i 96.0 I 90.0 84.0 I { 78.0 I 72.0 t 66.0 + I 60.0 1 54.0_A ( 56.1 @ 684) 1 x 48.0 I 42.0 I + 36.0 + I 30.0 I 24.0 + 1 18.0 1 12.0 + + 6.0- 1 0.0 NM1Nryry IM1NANryI NNM1ANNNry 1N44NANNNNNI4NNYNA4NNNN INMYNNNANN1r4YNN1NNNHry41.hNNNNNNPoINNNNYYYNANM1ry4YvMrN IryHNNryiYNNANNM1NMNNNN 0 1800 2700 3600 4500 5400 6300 7200 8100 Pressu,-e- vs. Flow 87.00 Q. QO 67. 00 3f-, Q, OQ C) 808p, l: 1--° 1-u 1 A iu CA a.--y :l 1_a t -b : L c 4 L -IL u 1-!- E °t 1- y Cl +=-a 'n". 1''`I 114 ,J° LA r%j o_c r'1-1 In F_* V.- c ? C: 1 =ez -L i:::_ (3 f f= c- c ds ,E3ZEl7 --------------------------------- ---------------------------------- t .5 p :. 4: u C-'4 d_-_ d 1_9 R.__ f t A is M 141 U pr F1 F?': d.. x r:__I en ;R. p:_a R u .a. , _-k C-: ax I -- jP3 e-2. -t- ti_> 1090 Gemini Road Eagan MN Job No:126 1st. Mr. Office ------------------------------------------------------------------------------ !E. I_t 1-3 ri'a i. -R. 'R:: a_:r c_I 0`" Dakota Fire Suppressiorylnc. P.D. Dox Iii Rosemount Mn. 55066 -------------------- ---------------- ------------------ Design Specifications Water ------- Suppiy ------- Information ------------ System Demand Densit y . U.100 87.00 ps>a.& 0.00 gpm 5E.13 psi Design Area: 3000.00 67,00 psi 0 3600.00 qpm id 434.5 gpm + 250.0 gpm Hose -T- p? S-a i. 'rya- y'e 't= riv t' F. -IL; y fo,_k i_` t= :01^ „ Ms l 7. - S M5 Notes: ------ ------ ---------- ---------- -------- -------- ------ -------------- ---------- R List of Fitting Abbreviations Example: "EcTC" =- CodeMescription one Std. Elbow, two Code:Descriptron .std. Fe>e s and one Code:Description Check Va Code:Descripti nn A : Alarm Va H : Dot.Lhk.Va U V B : Butt, flyVa t : F, W C : Check Va J' U : k D : DryPi.peVa K R Y F : Std. Elbow L. LonglurnEl S Z . F= : Deluge Va_ Ihl T : Std. Tee G : Gate Va N : U ; Calcs By: D. Lockwood Checked:_„ _ 6/8/87 Page: 1 Ser:*310025* Hyper•calc Program by Crowley Design Group, ('MV-337--7060 E3 a na nn r? y ._o A" E3 F, V- I ri 1-c I c-- -r- Job No:126 1st. Fir. Office Design density: .10 Supplied flow and pressure is based on ( 86.10 psi is actually Ref. Pt. 001 002 003 004 005 006 007 008 009 010 011 012 013 014 015 016 017 018 019 020 021 PRESSURE Pt Pv 9.75 10.54 12.07 12.49 12.77 11.65 14.33 15.69 12.74 13.95 15.35 14.02 14.08 16.31 16.72 15.28 12.65 12.75 15.03 15.39 14.48 ?na r-. cJ 1-B c. -Z? e? IF- 3 w s= Philadelphia Carpets 56.13 psi available at supply available ) K FLOW Percent Ref. Pn Factor Actual Minimum Excess Pt. 9.._75 _ - 5.60 17.5 -- 14.8 18.2% 001 10.54 5.60 18.2 14.8 23.0% 002 12.07 5.60 19.5 16.8 16.1% 013 12.49 5.61 19.8 16.8 17.9% 004 12.77 5.60 20.0 14.8 35.1% 005 11.65 5.60 19.1 14.8 29.1% 006 14.33 5.60 21.2 14.8 43.2% 007 15.69 5.60 22.2 14.8 50.0% 008 12.74 5.60 20.0 14.8 35.1% 009 13.95 5.60 20.9 14.8 41.2% 010 15.35 5.60 21.9 16.8 30.4% 011 14.02 5.60 21.0 16.8 25.0% 012 14.08 5.60 21.0 21.0 0.0% 013 16.31 5.60 22.6 14.8 52.7% 014 16.72 5.60 22.9 16.8 36.3% 015 15.28 5.60 21.9 16.8 30.4% 016 12.65 5.60 19.9 18.0 10.6% 017 12.75 5.60 20.0 14.8 35.1% 018 15.03 5. GO 21.7 14.8 46.6% 019 15.39 5.60 22.0 16.8 31.0% 020 14.48 5.60 21.3 14.8 43.95 021 E Calcs By: D. Lockwood Checked:___ 6/8/87 Page: Ser:*310025* Hypercalc Program by Crowley Design Group, (215)-337-7060 - 1 w --A pro s:q F- r e= <_. _y o_t r- ?--- E3 ._t rn rn tx --- Y Job Nr_i:126 1st. Fir. Office Philadelphia Carpets Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L 0 S S CA L C U L A T I 0 N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow. fps 11.50 001 (( 17.5 (( 9.75 0.79 0.00 10.54 002 11.50 10.00 10.00 0.079 1.104 120 17.5 5.8 11.50 002 l( 35.7 fl 10.54 1.53 0.00 12.07 003 11.50 12.00 T 7.69 19.69 0.078 1.452 120 35.7 6.9 11.50 003 !f 55.1 l( 12.07 0.42 0.00 12.49 004 11.50 5.00 5.00 0.084 1.687 120 55.1 7.9 11.50 004 (( 74.9 {f 12.49 1.64 0.00 14.13 101 11.50 1.00 T 10.04 11.04 0.148 1.687 120 74.9 10.7 11.50 005 )> 19.1 >) 12.77 -1.12 0.00 11.65 006 11.50 12.00 12.00 0.093 1.104 120 19.1 6.4 11.50 005 11 39.1 (( 12.77 1.36 0.00 14.13 101 11.50 7.00 T 7.69 14.69 0.092 1.452 120 39.1 7.6 11.50 007 f( 21.2 (( 14.33 1.36 0.00 15.69 008 11.50 12.00 12.00 0.113 1.104 120 21.2 7.1 11.50 008 t( 43.4 ({ 15.69 1.21 0.00 16.90 102 11.50 7.00 E 3.84 10.84 0.112 1.452 120 43.4 8.4 11.50 009 ({ 20.0 (( 12.74 1.22 0.00 13.95 010 11.50 12.00 12.00 0.101 1.104 120 20.0 6.7 11.50 010 l( 40.9 (f 13.95 2.35 0.00 16.30 103 11.50 8.00 2ET 15.37 23.37 0.100 1.452 120 40.9 7.9 11.50 011 >) 21.0 >) 15.35 -1.33 0.00 14.02 012 11.50 12.00 12.00 0.111 1.104 120 21.0 7.0 11.50 011 (( 42.9 {( 15.35 0.95 0.00 16.30 103 11.50 1.00 T 7.69 8.69 0.110 1.452 120 42.9 8.3 11.50 013 (( 21.0 (( 14,08 2.24 0.00 16.31 014 11.50 15.00 2E 5.13 20.13 0.111 1.104 120 21.0 7.0 11.50 014 (f 43.6 (( 16.31 1.43 0.00 17.75 104 11.50 5.00 T 7.69 12.69 0.113 1.452 120 43.6 8.4. 11.50 015 )) 21.9 )S 16.72 -1.44 0.00 15.28 016 11.50 12.00 12.00 0.120 1.104 120 21.9 7.3 11.50 015 (( 44.8 (l 16.72 1.03 0.00 17.75 104 11.50 1.00 T 7.69 8.69 0.119 1.452 120 44.8 8.7 11.50 017 l( 19.9 (( 12.65 0.10 0.00 12.75 018 11.50 1.00 1.00 0.101 1.104 120 19.9 6.7 11.50 018 t( 39.9 (( 12.75 2.27 0.00 15.03 019 11.50 16.00 T 7.69 23.69 0.0% 1.452 120 39.9 7.7 11.50 019 (l 61.6 {< 15.03 1.55 0.00 16.58 105 11.50 5.00 T 10.04 15.04 0.103 1.687 120 61.6 8.8 11.50 020 )) 21.3 )> 15.39 -0.91 0.00 14.48 021 11.50 8.00 8.00 0.114 1.104 120 21.3 7.1 11.50 020 (( 43.3 f{ 15.39 1.19 0.00 16.58 105 11.50 3.00 T 7.69 10.69 0.111 1.452 120 43.3 8.4 11.50 101 (( 114.0 (t 14.13 3.40 0,22 17.74 201 11.00 0.50 T 10.04 10.54 0.322 1.687 10,0 114.0 16.3 11.50 102 {l 43.4 (t 16.90 0.92 0.22 18.04 202 11.00 0.50 T 7.69 8.19 0.112 1.452 120 43.4 8.4 11.50 103 (( 83.8 l( 16.30 1.92 0.22 18.44 203 11.00 0.50 T 10.04 10.54 0.182 1.687 120 83.8 12.0 11.50 104 ({ 88.4 (( 17.75 2.12 0.22 20.09 204 11.00 0.50 T 10.04 10.54 0.201 1.687 120 88.4 12.7 11.50 105 (( 104.9 ({ 16.58 2.91 0.22 19.71 205 11.00 0.50 T 10.04 10.54, 0.276 1.687 120 104.9 15.0 11.00 201 (( 114.0 (( 17.74 0.29 0.00 18.04 202 11.00 8.00 8.00 0.037 2.635 120 114.0 6.7 11.00 202 (( 157.4 (( 18.04 0.40 0.00 18.44 203 11.00 6.00 6.00 0.067 2.635 120 157.4 9.2 11.00 203 (( 241.2 fl 18.44 3.74 0.00 22.18 300 11.00 9.00 T 16.47 25,47 0.147 2.635 120 241.2 14.2 11.00 204 >) 104.9 )) 20.09 -0.38 0.00 19.71 205 11.00 12.00 12.00 0.031 2.635 120 104.9 6.2 11.00 204 l( 193.3 (( 20.09 2.09 0.00 22.18 300 11.00 5.00 T 16.47 21.47 0.097 2,635 120 193.3 11.3 11.00 300 11 434.5 fl 22.18 4.91 0.00 27.09 301 11.00 25.00 L 6.72 31.72 0.155 3.260 120 434.5 16.7 11.00 301 {( 434.5 (l 27.09 3.28 -6.29 24.08 302 25.50 14.50 L 6.72 21.22 0.155 3.260 120 434.5 16.7 25.50 302 11 434.5 ll 24.08 9.31 0.00 33.39 303 25.50 40.00 T 20.16 60.16 0.155 3.260 120 434.5 16.7 25.50 303 f( 434.5 It 33,39 1.19 0.00 34.58 A15 25.50 2.00 T 26.33 28.33 0.042 4.260 120 434.5 9.8 25.50 A15 l( 434.5 t( 34.58 1.30 0.00 35.67 MO1 25.50 15.00 2L 15.80 30.80 0.042 4.260 120 434.5 9.8 25.50 M01 (! 434.5 11 35.87 4.31 10.20 50.38 M02 2.00 23.50 2T3GH 79.00 102.50 0.042 4.260 120 434.5 9.8 2.00 M02 l( 434.5 !f 50.38 0.76 4.99 56.13 M03 -9,50 430.00 2TL26 123.90 553.90 0.001 8.110 140 434.5 2.7 Calcs By: D. t-ockwood Ctiecked:-___ 6/8/87 page: 3 Ser:*310025* Hypercalcc program by Crowley Design Group, (215) -337-7060 Path Surnrnary Pr^iritout for Philadelphia Carpets Job No:126 1st. Fir. Office 6/8/87 fgystem:i Drawing:l 1=1 - .; " PA r. g FR S to 1=0 p 1 y+ Fed by path No.86 Feeds Path:2 at Pt-101, Path:3 at Pt:202, Path.-4 at Pt:203, Path:6 at Pt:300 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frrct.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. - -- ------- ------- ------ ------ --------------- ------- (C=120) 001 11.50 9.75 9.75 5.60 17.5 17.5 5.84 1.104 10.00 0 10.00 0.079 0.79 10.54 002 002 11.50 10.54 10.54 5.60 18.2 35.7 6.89 1.452 12.00 T 7.69 19.69 0.078 1.53 12.07 003 003 11.50 12.07 12.07 5.60 19.5 55.1 7.89 1.687 5.00 0 5.00 0.084 0.42 12.49 004 004 11.50 12.49 12.49 5.60 19.8 74.9 10.72 1.687 1.00 T 10.04 11.04 0.148 1.64 14.13 101 101 11.50 14.13 14.13 39.1 114.0 16.32 1.687 0.50 T 10.04 10.54 0.322 3.40 0.22 ( 0.50 )17.74 201 201 11.00 17.74 17.74 114.0 6.69 2.635 8.00 0 8.00 0.037 0.29 18.04 202 202 11.00 18.04 18.04 43.4 157.4 9.24 2.635 6.00 0 6.00 0.067 0.40 18.44 203 203 11.00 18.44 18.44 83.8 241.2 14.15 2.635 9.00 T 16.47 25.47 0.147 3.74 22.18 300 300 11.00 22.18 22.18 193.3 434.5 16.66 3.260 25.00 L 6.72 31.72 0.155 4.91 27.09 301 301 11.00 27.09 27.09 434.5 16.66 3.260 14.50 L 6.72 21.22 0.155 3.28 -6.29 (-14.5 )24.08 302 302 25.50 24.08 24.08 434.5 16.66 3.260 40.00 T 20.16 60.16 0.155 9.31 33.39 303 303 25.50 33.39 33.39 434.5 9.75 4.260 2.00 T 26.33 28.33 0.042 1.19 34.58 A15 A15 25.50 34.58 34.58 434.5 9.75 4.260 15.00 2L 15.80 30.80 0,042 1.30 35.87 MO1 MOI 25.50 35.87 35.87 434.5 9.75 4.260 23.50 2T38H 79.00 102.50 0.042 4.31 10.20 (23.50 )50.38 K02 (C=140) M02 2.00 50.38 50.38 434.5 2.69 8.110 430.00 2TL26 123.90 553.90 0.001 0.76 4.99 (11.50 )56.13 M03 M03 -9.50 56.13 ^^^^^ M.^^^^ Path K-Factor = 58.00 1 Ek -I-- In IV Fed by path No.l Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 006 11.50 11.65 11.65 5.60 19.1 19.1 6.39 1.104 12.00 0 12.00 0.093 1.12 12.77 005 005 11.50 12.77 12.77 5.60 20.0 39.1 7.56 1.452 7.00 T 7.69 14.69 0.092 1.36 14.13 101 101 11.50 14.13 "^^^^^ ^^^^^ Path K-Factor == 10.Ai 1=.at to Nt. Fed by path No.l Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diaz. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. -------------------------------------------------------------------------------- (C=120) 007 11.50 14.33 14.33 5.60 21.2 21.2 7.09 1.104 12.00 0 12.00 0.113 1.36 15.69 008 008 11.50 15.69 15.69 5.60 22.2 43.4 8.38 1.452 7.00 E 3.84 10.84 0,112 1.21 16.90 102 102 11.50 16.90 16.90 43.4 8.39 1,452 0.50 T 7.69 8.19 0.112 0.92 0.22 ( 0.50 )18.04 202 202 11.00 18.04 ^^^^^^ ^^M^ Path K-Factor = 10.21 Calcs Hy:D. Lockwood C.hE?Ck.eC:I F'agc: P-01 Ser:*310025* Hypercalc Prograrn by Crowley Design Group, (215)-337-7060 Path Summary Prirtout for Philadelphia Carpets Job No:126 1st. Flr Office 6/8/87 System:l Drawing:l Fed by path No,l Feeds Path:5 at Pt:103 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ---------------------------------------------- - (C=120) 012 11.50 14.02 14.02 5.60 21.0 21.0 7.01 1.104 12.00 0 12.00 0.111 1.33 15.35 011 011 11.50 15.35 15.35 5.60 21.9 42.9 8.29 1.452 1.00 T 7.69 8.69 0.110 0.95 16.30 103 103 11.50 16.30 16.30 40.9 83.8 12.00 1.687 0.50 T 10.04 10.54 0.182 1.92 0.22 ( 0.50 )18.44 203 203 11.00 18.44 ^^^^..^ Path K-Factor' = 19.52 4=' is h M r-. o Fed by path No.4 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 009 11.50 12.74 12.74 5.60 20.0 20.0 6.68 1.104 12.00 0 12,00 0.101 1.22 13.95 010 010 11.50 13.95 13.95 5.60 20.9 40.9 7.90 1.452 8.00 2ET 15.37 23.37 0.100 2.35 16.30 103 103 11.50 16.30 ^^^^^^ ...,^,.^ Path K-Factor = 10.1;3 Fed by path No.l Feeds Path:7 at Pt:105, Path:8 at Pt:204 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. ---- ------------ -- ----- ----- ------- --------- -------- ------- ------ (C=120) 017 11.50 12.65 12.65 5.60 19.9 19.9 6.66 1.104 1.00 0 1.00 0.101 0.10 12.75 016 018 11.50 12.75 12.75 5.60 20.0 39.9 7.71 1.452 16.00 T 7.69 23.69 0.096 2.27 15.03 019 019 11.50 15.03 15.03 5.60 21.7 61.6 8.82 1.687 5.00 T 10.04 15.04 0.103 1.55 16.58 105 105 11.50 16.58 16.58 43.3 104.9 15.02 1.687 0.50 T 10.04 10.54 0.276 2.91 0.22 ( 0.50 )19.71 205 205 11.00 19.71 19.71 104.9 6.15 2.635 12.00 0 1 12.00 0.031 0.38 20.09 204 204 11.00 20.09 20.09 88.4 193.3 11.34 2.635 5.00 T 16.47 21.47 0.097 2.09 22.18 300 300 11.00 22.18 ^u.^^ ^^^^^^ Path K-Factor = 41.05 Cales Hy:D. Lockwood Checked Page: P-02 Ser:*310025* Hypercalc Program by Crowley Desigr Group, (215)-337--7060 Gatti Sunvnary Printout fort- Philadelphia Carpets> Job No:126 1st. Flr. Office 6/8/87 S'ystem:l Drawirig:l 1=• a -I-- 1--k h1.=. = T Fed by path No.6 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Dias. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 021 11.50 14.48 14.48 5.60 21.3 21.3 7.12 1.104 8.00 0 8.00 0.114 0.91 15.39 020 020 11.50 15.39 15.39 5.60 22.0 43.3 8.36 1.452 33.00 T 7.69 10.69 0.111 1.19 16.58 105 105 11.50 16.58 ^^^ AA A Path K-Factor- = 10. E,3 Fed by path No.6 Feeds Path:9 at Pt:104 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 013 11.50 14.08 14.08 5.60 21.0 21.0 7.02 1.104 15.00 2E 5.13 20.13 0.111 2.24 16.31 014 614 11.50 16.31 16.31 5.60 22.6 43.6 8.43 1.452 5.00 T 7.69 12.69 0.113 1.43 17.75 104 104 11.50 17.75 17.75 44.8 88.4 12.65 1.687 0.50 T 10.04 10.54 0.201 2.12 0.22 ( 0.50 )20.09 204 204 11.00 20.09 ^"^^^^ A/. AA Gatti K-Factor- = 19.73 Fed by path No.8 - - -------- - ----- - ----- - --------- - ---- ---------------------------------------------------------------------------- Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. --- --------- --------------------------------------------- (C=120) 016 11.50 15.28 15.28 5.60 21.9 21.9 7.32 1.104 12.00 0 12.00 0.120 1.44 16.72 015 015 11.50 16.72 16.72 5.60 22.9 44.8 8.65 1.452 1.00 T 7.69 8.69 0.119 1.03 17.75 104 104 11.50 17.75 ^^^^^^ A.A Path K-Factor = 10.63 Calcs &y:D. t-.ockwood Chc:'ake-tj Page: G--03 Ser:*310025* Hypercalc program by Cr•nw).ey Desigr Gre:,Lip, (215)-337-7060 VA y d r- ?u u 1 i c I a= y i. cg 1-0 3 r V- o--• m as -I-- 3. t,• r1 S I-r t-- e -It Name:Philadelphia Carpets Location:1090 Gemini Road Eagan MN Contractor:Dakota Fire Suppr^ession,I P.D. Box 70 Rosemount Mn. Calculated By:D. Lockwood Construction: Noncombustible Occupancy: Rack Storage Date:6/9/87 System No.:1 rc. Telephone: 612-423-2100 55068 r Contract No.: 1:=.6 Sys. #i Rack St oQ L-_ - Drawing No.:1 Cpi.ling Height:28" s y t C rn ID e? s. J. 9 r. Code:NFPA 231c Review Area of SprinklerOperation:2000 I - Density (gpm/sq.ft.):.30 I Area Per Sprinkler:100 Max. I Hose Allowance gpm Inside:000 I Hose Allowance gpm Outside:500 I Rack Sprinkler Allowance:300 I Agency:F.M.,City ---------------- System Type:Wet Pipe --------------------------- Sprinkler or Nozzle Make:Reliable Model:"G" Size:17/32" K-factor:8 Temperature Rating:286 1 C A 1 C K-a 1 a?. -b i ._. ra Er a rn rn as r y Requires 1107.5 gpm at 75.51 psi at Base Of Riser Interior C-factor:lc^0 Underground C-factor:140. --------------------------------------------------------- Water^ Supply Test Test by:City Date:n/a Time:n/a Location:Lexington Elevation:Grade F L 0 W T E S Test Point #1 Pressure 87 Flow Informatior Ave & Lone Oak Rd. T R E S U L T S #2 #3 #4 67 3650 E3 In c.ran gey 13Cy In asz 11=-1 Commodity:n/a Location:n/a Storage Height:n/a Single, Double, or Multi Row:n/a Pallet Type:n/a Storage Method: %Solid Piled:n/a Longitudinal Flue Spacing:n/a Horiz.Barriers Provided?:n/a Pump Data I Tank Data T-vpe:n/a I Elevation:n/a Elevation:n/a I Size:n/a Rated Psi:n/n/a I Rated Gpm:n/a 1 Well Proof Flow:n/a Class:n/a Storage Area:n/a Clearance to Ceiling:n/a Aisle Width:n/a EncaFsulated?:n/a %Palletized:n/a %Rack:n/a Transverse Flue Spacing:n/a 102.0 1 %.0- 90.0 84.0 I 78.0 1 t 75.5 @ 1608) 72.0 1 66.0 I ? 60.0 I 54.0 I 48.0 i 42.0 I 36.0 t I 30.0 I 24.0 I 18.0 1 +t 12.0 I ? 6.0 i 0.0 44N4hI NLANNI NNNANNNNI NNNNAN4M I hM hMYhhhNNN14N4 ANLM1Yr M MVh NNNANNNNNNNIhNNNYNNNANNNNNMrNN1Yh4444MNN/.NNM1M1M1MaNL 0 1800 2700 3600 4500 5400 6300 7200 8100 Pressure vs. Flow 87. 00 i. 00 67.00 3650.00 0 8081 r, 12 d Fs i 1ax, 1 Sri i?? ar^p 1 +J 9 C3 G e ref z re i R c. a cl F-Eacl ar-m m8'4 _T L-3 N "m b ?-- r = 1 G E3 y 4- :L F.`t a ? LC r_r- -b r. r E.J J/8? --------------------------- -_..-- ---- U --- -l'rl ------- M ------ a s ---- R ------------------------------ 'rte Cx ? - 1--1 ?'' r3 F? A 4-J L- 1 C: C: 1':4 L C? IJ L- r-I -C" 1 C3 B'J 5 1== C7 1 Y? l--n I 1 --A cl e? 1 l'.r 1-1 :i, zx C:- ._.a r- 1_3 c= -U 1090 Gemini Read Eagan MN rota nIc:12G Sys.#1 szi Rack Stor ----------------------------- Dakota Fire Suppression, Inc:. P. 0. Pox 70 Rosemount Mn. 55068 ------------------------------------------------------------------------------------------- Design Specifications Water Supply Infr_,rmation System Demand Density 0.300 - - 87.00 psi@ 0.00 gpm 75.51 psi Design Area; 2000.00 67.00 psi @ 3650.00 gpm @ 1107.5 gpm + 500.0 gprn Hose T .t a 1 Duero rocl a I bCr-7 _ ES e? prl Cd •7t5 _ !25 1 psa i E3 t c-- m zEt f? t-- -t y -F zk C-= -ly ... r-^ . 7 . L?'D Fa i Notes: I List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. "fee , and one Check Va Code:Description Code:Description Code:Description Code:Description A Alarm Va H - Det.Chk.Va 0 : V : P Eutt'flyVa 1 : P : W : C Check Va J' . @ : X : D DryPipeVa K : R : Y : E Std. Elbow L Long"furnF_1 S Z F : Deluge Va_ M 1" : Std. Tee G Gate Va N U Calcs Sy: D. Lockwood Checked:_..__ _ 6/9/87 Page: 1 Ser:*310025* Hypercalc Program by Crawley Design Group, (215)-337-7060 E3 kA nn m a V- y CS i E3 "r^ i rote &c 1 Cy r- Fz re 0 1-1 c. ss. E-- F 1 a .o Job No:126 Sys.#Y1 Rack Stor- Philadelphia Carpets Design density: .30 Supplied flow and pressure is based on 75.51 psi available at supply ( 82.61 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. A07 34.10 34.10 0.00 50.0 -50.0 0.0% A07 C05 27.01 27.01 0.00 100.0 100.0 0.0% C05 M02 66.22 66.22 0.00 300.0 i 300.0 0.0% M02 S01 14.34 14.34 8.10 30.7 29.7 3.4% 901 S02 13.61 13.61 8.10 29.9 29.7 0.7% S02 S03 13.45 13.45 8.10 29.7 29.7 0.0% S03 S04 13.46 13.46 8.10 .9.7 29.7 0.0% S04 S05 13.79 13.79 8. iO 30.1 29.7 1.3% S05 SOS 14.83 14.83 B.10 31.2 29.7 5.1% SOS S07 14.36 14.36 8.10 30.7 229.7 3.4% S07 SOS 13.63 13.63 8.10 29.9 29.7 0.7% S08 S09 13.46 13.46 8.10 29.7 29.7 0.0% S09 S10 13.47 13.47 8.10 29.7 29.7 0.0% S10 S11 13.80 13.80 8.10 30.1 29.7 1.3% S11 S12 14.84 14.84 8.10 31.2 29.7 5.1% S12 S13 14.40 14.40 8.10 30.7 29.7 3.4% S13 S14 13.67 13.67 8.10 29.9 29.7 0.7% S14 S15 13.51 13.51 8.10 29.8 29.7 0.3% S15 S16 13.52 13.52 8.10 29.8 29.7 0.3% S16 S17 13.85 13.85 8.10 30.1 29.7 1.3% S17 S19 14.89 14.89 8.10 31.3 29.7 5.4% S18 S 19 21.62 21.62 8.10 37.7 29.7 26.9% S19 920 21.61 21.61 8.10 37.7 29.7 26.9% S20 S21 21.94 21.94 8.10 37.9 29.7 27.6% S21 I Calcs By: D. Lockwood Checked:____ 6/9/87 Page: Ser:w310025* Hypercalc Program by Crowley Design Group, (215)-337--7060 F' 3L .=.w ?t r.d I--•r- t--- :s t=-? a_t r*-- S ttrom kv^y Job No" 126 Sys.#l Rack Stor Philadel phia Carpets Elev. REF. Flaw Pt Pf Pe Pt REF. Elev. F R I C T I O N L 0 S S C_A L C U L A T I 0 N 5 Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow . fps 24.50 A01 l( 96.5 t( 32.62 0.03 0.00 32.65 A02 24.50 11.00 11.00 0.003 4.260 120 96.5 2.2 24.50 901 )) 96.5 )1 32.62 -2.73 -1.08 28.81 B01 27.00 1.50 T 10.04 11.54 0.237 1.687 120 96.5 13.8 24.50 A02 (( 193.1 fl 32.65 0.10 0.00 32.76 A03 24.50 11.00 11.00 0.009 4.260 120 193.1 4.3 24.50 A02 )) %.6 >) 32.65 -2.74 -1.08 28.83 B02 27.00 1.50 T 10.04 11.54 0.237 1.687 120 96.6 13.8 24.50 A03 !l 289.9 11 32.76 0.22 0.00 32.98 A04 24.50 11.00 11.00 0.020 4.260 120 289.9 6.5 24.50 A03 » 96.8 >> 32.76 -2.74 -1.08 28.93 B03 27.00 1.50 T 10.04 11.54 0.238 1.687 120 96.8 13.9 24.50 A04 (( 362.8 (l 32.98 0.33 0.00 33.31 05 24.50 11.00 11.00 0.030 4.260 120 362.8 8.1 24.50 904 >) 72.9 >) 32.98 -1.63 -1.08 30.26 B04 27.00 1.50 T 10.04 11.54 0.141 1.687 120 72.9 10.4 24.50 A05 (l 397.7 (( 33.31 0.34 0.00 33.65 A06 24.50 9.50 9.50 0.036 4.260 120 397.7 8.9 24.50 A05 )> 34.9 )> 33.31 -0.42 -1.08 31.81 B05 27.00 1.50 T 10.04 11.54 0.036 1.687 120 34.9 5.0 24.50 A06 (( 432.7 (f 33.65 0.46 0.00 34.10 A07 24.50 11.00 111.00 0.042 4.260 120 432.7 9.7 24.50 A06 » 35.0 >) 33.65 -0.42 -1.08 32.14 B06 27.00 1.50 T 10.04 11.54 0.036 1.687 120 35.0 5.0 24.50 907 !l 518.3 (( 34.10 0.64 0.00 34.75 A08 24.50 11.00 11.00 0.058 4.260 120 518.3 11.6 24.50 A07 )> 35.6 >) 34.10 -0.43 -1.08 32.59 B07 27.00 1.50 T 10.04 11.54 0.037 1.687 120 35.6 5.1 24.50 A08 (( 555.1 (( 34.75 0.73 0.00 35.47 909 24.50 11.00 11.00 0.066 4.260 120 555.1 12.5 24.50 ROB )) 36.8 )) 34.75 -0.46 -1.08 33.20 908 27.00 1.50 T 10.04 11.54 0.040 1.687 120 36.8 5.3 24.50 A09 (( 593.4 (( 35.47 0.82 0.00 36.30 RIO 24.50 11.00 11.00 0.075 4.260 120 593.4 13.3 24.50 A09 1) 38.3 }) 35.47 -0.50 -1.08 33.09 B09 27.00 1.50 T 10.04 11.54 0.043 1.687 120 38.3 5.5 24.50 RIO (( 633.6 (( 36.30 2.52 0.00 38.82 A15 24,50 3.50 T 26.33 29.83 0.084 4.260 120 633.6 14.2 24.50 RIO >} 40.2 }) 36.30 -0.54 -1.08 34.67 BIO 27.00 1,50 T 10.04 11.54 0.047 1.687 120 40.2 5.8 24.50 All )) 129.8 }} 38.56 -0.04 0.00 30.52 A12 24.50 10.00 10.00 0.004 4.260 120 129.8 2.9 24.50 All (( 173.9 !! 38.56 0.25 0.00 38.82 A15 24.50 6.50 T 26.33 32.83 0.008 4.260 120 173.9 3.9 24.50 All )} 44.1 )) 38.56 -0.64 -1.08 36.84 Bll 27.00 1.50 T 10.04 11.54 0.055 1.687 120 44.1 6.3 24.50 A12 » 85.9 >> 38.52 -0.02 0.00 38.50 A13 24.50 10.00 10.00 0.002 4.260 120 85.9 1.9 24.50 A12 >) 43.9 >) 38.52 -0.64 -1.08 36.80 B12 27.00 1.50 T 10.04 11.54 0.055 1.687 120 43.9 6.3 24.50 A13 )> 42.2 » 38.50 -0.01 0.00 38.49 A14 24.50 10.00 10.00.0.001 4.260 120 42.2 0.9 24.50 913 >) 43.8 1). 38.50 -0.63 -1.08 36.78 B13 27.00 1.50 T 10.04 11.54 0.055 1.687 120 43.8 6.3 24.50 A14 >1 42.2 )) 38.49 -0.59 -1.00 36.82 B14 27.00 1.50 T 10.04 11.54 0.051 1.687 120 42.2 6.0 24.50 A15 (l 807.5 (( 38.82 4.08 -0.43 42.46 M01 25.50 15.00 2L 15.80 30.80 0.132 4.260 120 807.5 18.1 27.00 301 )) 96.5 )} 28.81 -13.98 0.00 14.93 S06 27.00 49.00 T 10.04 59.04 0.237 1.687 120 96.5 13.0 27.00 B02 )) 96.6 )> 28.83 -13.99 0.00 14.84 S12 27.00 49.00 T 10.04 59.04 0.237 1.687 120 96.6 13.8 27.00 B03 >) 96.8 )) 28.93 -14.04 0.00 14.89 S18 27.00 49.00 T 10.04 59.04 0.238 1.687 120 96.8 13.9 27.00 B04 >> 72.9 )> 30.26 -8.32 0.00 21.94 S21 27.00 49.00 T 10.04 59.04 0.141 1.687 120 72.9 10.4 27.00 B05 >) 34.9 )) 31.81 -5.47 0.00 26.34 D05 27.00 132.00 TT 20.09 152.09 0.036 1.687 120 34.9 5.0 27.00 B06 >) 35.0 )) 32.14 -5.52 0.00 26.63 D06 27.00 132.00 TT 20.09 152.09 0.036 1.687 120 35.0 5.0 27.00 B07 )) 35.6 >) 32.59 -5.68 0.00 26.91 D07 27.00 132.00 TT 20.09 152.09 0.037 1.687 120 35.6 5.1 27.00 D08 )) 36.8 » 33.20 -6.04 0.00 27.16 DOB 27.00 132.00 TT 20.09 152.09 0.040 1.687 120 36.8 5.3 27.00 B09 )) 38.3 » 33.89 -6.52 0.00 27.37 D09 27.00 132.00 TT 20.09 152.09 0.043 1.687 120 38.3 5.5 27.00 B10 )> 40.2 }> 34.67 -7.13 0.00 27.54 D10 27.00 132.00 TT 20.09 152.09 0.047 1.687 120 40.2 5.8 27.00 1111 )> 44.1 » 36.84 -9.11 0.00 27.73 111 27.00 134.00 272E 1 30.13 164.13 0.055 1.687 120 44.1 6.3 27.00 B12 » 43.9 )> 36.80 -9.03 0.00 27.77 D12 27,00 134.00 272E 30.13 164.13 0.055 1.687 120 43.9 6.3 27.00 B13 >> 43.8 >1 36.78 -8.99 0.00 27.79 D13 27.00 134.00 272E 30.13 164.13 0.055 1.687 120 43.8 6.3 27.00 B14 >) 42.2 >> 36.82 -9.06 0.00 27.75 D14 27.00 137.00 2T4E 40.18 177.18 0.051 1.687 120 42.2 6.0 24.50 001 !l 84.7 (( 26.50 0.02 0.00 26.53 C02 24.50 11.00 11.00 0.002 4.260 120 84.7 1.9 24.50 C01 )) 84.7 Y> 26.50 -2.15 -1.08 23.27 DO1 27.00 1.50 T 10.04 11.54 0.186 1.687 120 84.7 12.1 24.50 C02 (( 169.5 (( 26.53 0.08 0.00 26.61 C03 24.50 11.00 11.00 0.007 4.260 120 169.5 3.8 24.50 C02 )) 84.7 >) 26.53 -2.15 -1.08 23.29 D02 27.00 1.50 T 10.04 11.54 0.186 1.687 120 84.7 12.1 24.50 C03 if 254.3 11 26.61 0.17 0.00 26.78 C04 24.50 11.00 11.00 0.016 4.260 120 254.3 5.7 24.50 C03 )> 84.9 )> 26.61 -2.15 -1.08 23.37 D03 27.00 1.50 T 10.04 11.54 0.187 1.687 120 84.9 12.2 24.50 C04 tl 294.6 (l 26.78 0.23 0.00 27.01 C05 24.50 11.00 11.00 0.020 4.260 120 294.6 6.6 24.50 C04 )> 40.3 >> 26.78 -0.54 -1.08 25.15 D04 27.00 1.50 T 10.04 11.54 0.047 1.687 120 40.3 5.8 24.50 COS 11 359.8 <l 27.01 0.28 0.00 27.29 C06 24.50 9.50 9.50 0.030 4.260 120 359.8 811 24.50 COS (t 34.9 f( 27.01 0.42 -1.08 26.34 D05 27.00 1.50 T 10.04 11.54 0.036 1.687 120 34.9 5.0 24.50 C06 (! 324.8 !( 27.29 0.27 0.00 27.57 C07 24.50 11.00 11.00 0.025 4.260 120 324.8 7.3 Calcs By: D. Lockwood Checked: _ 6/9/87 Page: 3 Ser:*310025* Hypercalc Program by Crowley Design Group, (215) -337-7060 F 1.=. i s k I-# rJ F--, r- c; SE-, ' 1-t rC-m ES 4-t rn m x r- y Job No: 126 Sys.01 Rack Stor Philadelphia Carpets Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L O S S CA L C U L A T I 0 N S Velocity ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow . fps 24.50 C06 (l 35.0 (( 27.29 0.42 -1.08 26.63 D06 27.00 1.50 T 10.04 11.54 0.036 1.687 120 35.0 510 24.50 C07 f( 289.2 It 27.57 0.22 0.00 27.79 COO 24.50 11.00 11.00 0.020 4.260 120 289.2 6.5 24.50 C07 (( 35.6 S( 27.57 0.43 -1.08 26.91 B07 27.00 1.50 T 10.04 11.54 0.037 1.687 120 35.6 5.1 24.50 COB t( 252.4 t( 27.79 0.17 0.00 27. % C09 24.50 11.00 11.00 0.015 4.260 120 252.4 5.7 24.50 COB (( 36.8 (t 27.79 0.46 -1.08 27.16 D08 27.00 1.50 T 10.04 11.54 0.040 1.687 120 36.8 5.3 24.50 C09 l( 214.1 ll 27.96 0.12 0.00 28.09 CIO 24,50 11.00 11.00 0.011 4.260 120 214.1 4.8 24.50 C09 11 38.3 (! 27.96 0.50 -1.08 27.37 D09 27.00 1.50 T 10.04 11.54 0.043 1.687 120 38.3 5.5 24.50 CIO l< 173.9 f( 28.09 0.08 0.00 28.17 C11 24.50 10.50 10.50 0.008 4.260 120 173.9 3.9 24.50 CIO (( 40.2 (! 28.09 0.54 -1.08 27.54 D10 27.00 1.50 T 10.04 11.54 0.047 1.687 120 40.2 5.8 24.50 Ell (( 129.8 (( 28.17 0.04 0.00 28.22 C12 24.50 10.00 10.00 0.004 4.260 120 129.8 2.9 24.50 C11 (( 44.1 It 28.17 0.64 -1.08 27.73 D11 27.00 1.50 T 10.04 11.54 0.055 1.687 120 44.1 6.3 24.50 C12 l( 85.9 !l 28.22 0.02 0.00 28.24 C13 24.50 10.00 10.00 0.002 4.260 120 85.9 1.9 24.50 C12 l( 43.9 (t 28.22 0.64 -1.08 27.77 D12 27.00 1.50 T 10.04 11.54 0.055 1.687 120 43.9 6.3 24.50 C13 S( 42.2 (( 28.24 0.01 0.00 28.24 C14 24.50 10.00 10.00 0.001 4.260 120 42.2 0.9 24.50 C13 (( 43.8 (l 28.24 0.63 -1.08 27.79 D13 27.00 1.50 T 10.04 11.54 0.055 1.687 120 43.8 6.3 24.50 C14 (( 42.2 (( 28.24 0.59 -1.08 27.75 D14 27.00 1.50 T 10.04 11.54 0.051 1.687 120 42.2 6.0 27.00 DOI )) 84.7 )> 23.27 -8.93 0.00 14.34 SOl 27.00 38.00 T 10.04 48.04 0.186 1.687 120 84.7 12.1 27.00 D02 )) 84.7 )) 23.29 -8.94 0.00 14.36 S07 27.00 38.00 T 10.04 48.04 0.186 1.687 120 84.7 12.1 27.00 D03 )) 84.9 l) 23.37 -8.97 0.00 14.40 S13 27.00 38.00 T 10.04 48.04 0.187 1.687 120 84.9 12.2 27.00 D04 ) ) 40.3 > 7 25.15 -3.53 0.00 21.62 S19 27.00 65.00 T 10.04 75.04 0.047 1.687 120 40.3 5.8 25.50 M01 (( 807.5 (( 42.46 13.56 10.20 66.22 N02 2.00 233.50 2T3GH 79.00 102.50 0.132 4.260 120 807.5 18.1 2.00 M02 ((1 107.5 (l 66.22 4.30 4.99 75.51 M03 -9.50 430.00 2TL26 123.90 553.90 0.008 8.110 140 HOM 6.9 27.00 SO1 }> 54.0 1> 14.34 -0,73 0.00 13.61 S02 27.00 9.00 9.00 0.081 1.687 120 54.0 7.7 27.00 S02 }) 24.2 )) 13.61 -0.16 0.00 13.45 S03 27.00 9.00 9.00 0.018 1.687 120 24.2 3.5 27.00 S03 11 5.6 l( 13.45 0.01 0.00 13.46 S04 27.00 9.00 9.00 0.001 1.687 120 5.6 0.9 27.00 S04 (( 35.3 (( 13.46 0.33 0.00 13.79 505 27.00 9.00 9.00,0.037 1.687 120 35.3 5.0 27.00 SOS (i 65.4 (t 13.79 1.04 0.00 14.83 S06 27.00 9.00 9.00 0.115 1.687 120 65.4 9.4 27.00 S07 )) 54.1 )> 14.36 -0.73 0.00 13.63 S08 27.00 9.00 9.00 0.081 1.687 120 54.1 7.7 27.00 SOB >) 24.2 )) 13.63 -0.16 0.00 13.46 S09 27.00 9.00 9.00 0.018 1.687 120 24.2 3.5 27.00 S09 (( 5.6 (( 13.46 0.01 0.00 13.47 S10 27.00 9.00 9.00 0.001 1.687 120 5.6 0.8 27.00 SID (( 35.3 !( 13.47 0.33 0.00 13.80 S11 27.00 9.00 9.00 0.037 1.687 120 35.3 5.1 27.00 611 (( 65.4 (l 13.80 1.04 0.00 14.84 S12 27.00 9.00 9.00 0.115 1.687 120 65.4 9.4 27.00 S13 )) 54.1 )) 14.40 -0.73 0.00 13.67 914 27.00 9.00 9.00 0.081 1.687 120 54.1 7.8 27.00 S14 » 24.2 » 13.67 -0.16 0.00 13.51 S15 27.00 9.00 9.00 0.018 1.687 120 24.2 3.5 27.00 S15 (( 5.6 l( 13.51 0.01 0.00 13.52 S16 27.00 9.00 9.00 0.001 1.687 120 5.6 0.8 27.00 516 (l 35.4 S( 13.52 0.33 0.00 13.85 S17 27.00 9.00 9.00 0.037 1.687 120 35.4 5.1 27.00 S17 (l 65.5 (l 13.85 1.04 0.00 14.89 SIB 27.00 9.00 9.00 0.116 1.687 120 65.5 9.4 27.00 519 )) 2.7 >> 21.62 -0.00 0.00 21.61 S20 27.00 9.00 9.00 0.000 1.687 120 2.7 0.4 27.00 S20 (l 35.0 f( 21.61 0.33 0.00 21.94 S21 27.00 9.00 9.00 0.036 1.687 120 35.0 5.0 1 Calcs By: D. Lockwood Checked: 6/9/87 Page: 4 Group, Ser:*31(')025* Hyperr-alc Program by Crowley Design Group, (215)-337-706() I •_• •_• p 1C-c en Ica r'-u c- ca. S s-i re s rn A r-, !5r Job No:126 Sys.#1 Rack. Stor Philadelphia Carpets 1. c. •_. p 1 1 ti i c t i i=. r-u :l 1:3 =S t= •? A01)>)>>BC)1>)>)>SC)G>>)>>SC)5)>>>>SC)4>>>>>SC)3<<(<<S02((MSOi<<<(<DU1<.<(<(Cul +2.73 +13.98 +1.04 +0.33 i-0.01 -0.16 -0.73 -8.93 -2.15 C01(((<(C02((<<(CO3<<<<<C04<<((( CC) 5<<<(<1) 05(<<<<B05<<<((A05>>)) >A04>)>>>A03 -0. 02 -0.08 -0.17 -0.23 -0,4'2 -5.47 -0.42 +0.33 +0.22 A03>>>>>A02>>)>>A01 +0. 10 -FO. C) 3 Totals +losses: 18.77 -losses: 18.78 imbalance: -0.01 L- ._. L. F- 1^ i. c -t 2 i e r u l .. ' M '=i E-?? SEi. A02>>>>>BO2>>>>>S1'2>>>>)S11>>)>>S10>>>>)S'09<((((S08<<<((SO7<<(<<D02<<<<<C02 +2.74 +13.99 4J.04 +0. 33 +0. 01 --0. 16 -0. 73 -8.94 -2.15 C02(<<<(C03(<<(<C04<<(<<C05<(<((D05<(<((B05((<(<A05>>>)>A04>)>>)A03>)>>>A02 -0.08 -0. 17 -0. 23 -0. 4t,' "4:--5. 47 --0. 42 +0.33 +0.22 +0.10 Totals +losses: 18.76 -losses: 18.77 imbalance: -0.01 AC)3>>>>>B03)>>>>S18>)>)>S17>)>)>S16>>>>>S15<<<<(S14<<<<<S13<<<(<DO3<(<<<CO3 +2. 74 +14. 04 +1. C)4 +0.33 1-(). C) 1 -0.16 --C). 73 -8.97 -2.15 C03<<<<(C04((<( <CC)5<<<<<D05<<<<(B05(<<{(A(')5>>>>)A04>>>>>A03 --0.17 -0. 832 -0.42 --5. 47 '-Q. Z4;:-' -1-0.33 -1-0.22 Totals +losses: 18.71 1.osse2s: 1B.7irbalance: --0.01 L-._.._. p .r-$_ 1-- V,- 3 cP -1. 5L .-. r . :1 .--. . _S A04)>>>>B04)>>>)S21))>)>S20)>>>>S19<<<<00/r(((((C.04<<<((C05 <({<<DC)5{<({<B0- +1.63 +8.32 +0.33 +0.00 -3.53 --0.54 -0.23 -0.42 -5.47 F+05<(<<(A05)>>>>A04 -0. 42 +0.33 Totals +losses: 10. 61 -losses: 10.61 imbalance: -0.00 L_._• p -E -F= r- i c-U-Z cz•srs IL ._ a 40 A05>>>>>B05)>) )>D05>>))>C05<<<((C06<<(<(DOG <<<(<B06<<<<<A06>>>) >A05 +0. 42 +5. 47 +0.42 -0. 28 -0. 42 -5? 52 -0.42 +0.34 Totals +losses: 6.65 -losses: 6.64 imbalance: 0.01 I-. c. r. p. EF. I= y-? i- s= -Iv x r. r•'s I a =a a= ss A06)) >>>B06>>))>D06>>)>>C06<<<<<C07<((<(Dti7<<<<(B07(<<<<A07)>>>)AOG +0.42 +5.52 +0.42 -0.27 --U.43 -5.68 -0.43 +0.46 Totals a +laessaezI 6.8kre -Iossces2 6.81 imbalance: 0.01 L- c.._. p -7 1= r- a c -I~ i c. r-s :1 c =-s c- s= A07>>)>>B07>)>))D07)>>>>CO'7(<<((COB (<<<(DoB <<(((BOB <<<<<A(-)8)>>>>A07 +0.43 +5.68 +0. 43 -0.22 --0. 46, -.G. 04 --0.46 +0. 64 Totals : +losses: 7.18 -losses: 7.18 imbalance: -0.00 Calcs By: D. Lockwood Checked:--- _ 6/9/87 page: 5 Ser:*310025* Hypercalc Program by Cr?cmleyDesign Group, (215)--337-7060 L_ cs c . pD IEc ,_.a 1 spa r-e c_: e M 4.a M ri e a r- >e ,)-r_b No:126 Sys.#l Rack Star Philadelphia Carpets 1._ c. c. p g F= t^ 1 c -t: i r. - 1 c. =_s _sS - A08)>>)>B08>>)>>D08>>>>>C08<(<(<C09<<<<<DO9<(<((BO9(<<<<AO9>>)>>A08 . +0.46 +6.04 +0.46 -0.17 -0.50 -6.52 -0.50 +0.73 Totals +losses: 7.69 -lasses: 7.69 imbalance: 0.00 SE, -: c-_-. sa A09>>)>>B09>>)>>D09>>>>>CO9< <<<<C10<((((D10<<<<(B1O(<<<(A10>)>>>A09 +0.50 +6.52 +0.50 -0.12 -0.54 - 7. 13 -0.54 +0.82 Totals +losses: 8.34 -losses: 8.33 imbalance: 0.01 1- c• • p 1 C3 - F= r 1 c -F s_ ms s-} A10>) ))>BIO>>)>>D10)>>)>C10<<<<(C11<<<<(U11<((<Ml 11<<<(A11<(<(<A15>)>)>AN) +0. 54 +7. 13 -1-0. 54 --0, c i8 -0.64 --9. 1 1 -0.64 -0.25 +2.52 Totals *losses; 10.73 -losses: 10.7: imbalance: 0.01 L_ .?..? p 1 1 0- ir-° 1 c: -U 1 r='. r^, 1 .-. _ S? (_-_1 <_._ All>>)>)B11)>>>>Dll>>)>>C11<<<<<C12(<<<<D12<<<<(B12<(<<<A12<<<<<Ali +0.64 +9.11 +0.64 -0.04 --0.64 -9.03 -0.64 -0.04 Totals +losses: 10.39 -losses: 10.39 imbalance: 0.00 L_ .-. c. 1? 1 F- r 1 c -U s c. Ye 1 -=- s? tai. c--- a A1^c))>>>B12))>))D12))>>>C12<<<((C13(<<<<D13(((<<813<<(((A13<<<((A12 +0.64 +9.0.3 +0.64 -0.02 --0.63 --8.99 -0.63 -0.02 Totals +losses: 10.31 --losses: 10.29 imbalance: 0.02 A13>>>>)B13>))>>D13>>>)>C13<<<((CI4<<<<<D!/i(<(<(D14(<<<<A14<<<((A13 +0.63 +8.99 +0.63 -0.01 -0.59 -9.06 --0.59 -0.01 Totals . +losses: 10.25 -losses: 10.26 imbalance: -0.01 Calcs By: D. Lockwood Checked: ....... 6/9/87 Page: 6 Ser:*310025* Hypercalc Program by Crowley Design Group, (215)-337-7061) Flow Diagram for Philadelphia Carpets C01>777DOll »>501)1}>S02)}T)SU3lll(S04{(((SOS{{((506(f{(lf((l(({ll Hf((f(lllll{((f(l(({((lll(l(H ((f((((({(lf((1801({(fR01 84.7 84.7 54.0 24.2 5.6 35.3 65.4 96.5 96.5 A A 84.7 A %.5 A C02»))D02)>>)507>>)>S08>))>S09((((S10tt((SI1(((l5121((tlti((({(ltl((((lf(tt!((I((((((((l(fl{((ll((l(l(((lf(lK(8021/1(802 84.7 84.7 54.1 24.2 5.6 35.3 65.4 %.6 96.6 A A 169.5 A 193.1 C03))))D03)}T)S13)l)TS14}S7)S15f(({516(({(517H(fSIBt((f((((f(t(((11(11((f{(((t((t((((1111{(((t(((t(((l(f(({((((B03((fiR03 84.9 64.9 54.1 24.2 5.6 35.4 65.5 96.8 96.8 A A 254.3 289.9 A C04>)>)?04}1>)519))))520(tl(521((((lfl((1(!ff(H((fff(((((l(f({(f(f(((({{((!((t(((((f((({(((f((({(lf((t{(({(l(l(B04({(1804 40.3 40.3 2.7 35.0 72.9 72.9 A A 294.6 A 362.8 A C05((l(D05({(Kl1l(l{((tf(({tll((lt{{(f(((l{{{(({(Ut(l(K((l({lK((t{t(f((((l{(({l(l{(lll(ll{{Kli((((i{(lf((({BO5((((R05 34.9 34.9 34.9 A A 359.8 A 397.7 C06((((DOS tlfK!((!ff(t((((ff(K(l(H (t(((((/(ti({{{(f((((((lt(((S(((((f(({!((t({{(({(tt({({.l(((((f(((i!t(l(((!(BO6((l{R06 35.0 35.0 35.0 A A 324.8 A 432.7 A C07tlt(?07{ll(l(({t(H((((((l(((((lIt(Ktil((llllll((({t(llf((((((lf(K(t((lt(tllll!{l(lll(l(fl(l((H H ((((((ll(B0711{{807 35.6 35.6 35.6 A A 289.2 A 518.3 C08((f{DOB((((((l(tt((f((f K((((((((K(l({(((((((t{(((f({{(if(((({f(l(((t((ff(((l((fl(t((((Hl(S(S(((fff((l{(fllB08(l({ROB 36.8 36.8 36.8 A A 252.4 555.1 A ! A C09lll(D09({l(l((l({((l((((t((l(ll(((((lll((l((((((tt((l(((tft{{(l{i({(1(111(f{tl(lllfft(l((((tH((f((((ltll((({609((11805 38.3 38.3 38.3 A A 214.1 593.4 A A CSO(ft(DIO{lH({{{(((l!((({lf((ll(i{(((((l{{{(((((({l{lt((({(((((((((ff(((ll{(((f(l{(K((((((tif((((({((((f(((({B10(l((R10 40.2 40.2 40.2 1 A I 633.6 I A I 815(((( 807. A xy, v 173.9 173.9 A V Flow Diagram for Philadelphia Carpets C11((((D11(H((!l!!!!1((((({!({{{{S(fl({((({(((({(Sl(((((!({((H{i(K((l((l(((l((((!fH((i((!fl(!(4iK ((((((f(1181!(!!(RI1 44.1 44.1 44.1 ^ v 129.8 129.8 ^ v C12lli(D12((!(l((f(llSlf!((({!(l(f((l{({(({{{(l((lf((F(((l(ll(i({((1{{{(((lH(S({((ff((lf((f(S!!f(l((((i{lfl((((812(lffR12 43.9 43.9 43.9 ^ v 85.9 85.9 ^ v C13((((D13!((((({(ll((((({(!!!(l{((!l(l!(lll(f((l(((lE(l!((((((ll(((lE((l((lf((l(!((llll(11!((lllll(lS!((llll!(fB13((l(Ri3 43.8 43.8 43.8 ^ v 42.2 42.2 ^ v C34(l((Dl4f(((((!(f(lfi!!!ff(((((i({S((if(lS{{(((i(SSK(({liSf((f((/l((l({{{(((K((ii((fl(((!ff(!(((({S{(f(({(((B14(f((R14 42.2 42.2 42.2 Path SLtmmar^y Priritout for Philadelphia far,pets Job No: 126 Sys. #1 Rack Stor• Li/9/687 System: l Drawing: i 1:=« ak t H 1 ._« = AL FR c-- rn «_. t t E3 e-W q c p. 1 =y Principal path Feed s Path:2 at Pt:A02, Path:3 at Pt:A03, Path:4 at Pt:A04, Pat h:S at Pt:A15 ---- Ref -------------- Elev. Pressure (psi) ---- ----- K - --- - ---- Flow ------ ------- (gpm) -- ------ Veloc ------ Diam. ------- Actual --------------- Fitting Fitting ------ Total ------------ Friet.Loss --------- Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. -- ---------- -------- ------ ------- ------- ------ ------ ----- ---------------- - (C=120) C01 24.50 26.50 26.50 -84.7 12.13 1.687 1.50 T 10.04 11.54 0.186 -2.15 -1.08 (-2.50 )23.27 DO1 DO1 27.00 23.27 23.27 -84.7 12.13 1.687 38.00 T 10.04 48.04 0.186 -8.93 14.34 SO1 501 27.00 14.34 14.34 8.10 30.7 -54.0 7.74 1.687 9.00 9.00 0.081 -0.73 13.61 W, 602 27.00 13.61 13.61 8.10 29.9 -24.2 3.46 1.687 9.00 9.00 01018 -0.16 13.45 S03 903 27.00 13.45 13.45 8.10 29.7 5.6 0.80 1.687 9.00 9.00 0.001 0.01 13.46 S04 S04 27.00 13.46 13.46 8.10 29.7 35.3 5.05 1.687 9.00 9.00 0.037 0.33 13.79 SOS S05 27.00 13.79 13.79 8.10 30.1 65.4 9.36 1.687 9.00 9.00 0.115 1.04 14.83 506 S06 27.00 14.83 14.83 8.10 31.2 96.5 13.82 1.687 49.00 T 10.04 59.04 0.237 13.98 28.81 B01 B01 27.00 28.81 28.81 96.5 13.82 1.687 1.50 T 10.04 11.54 0.237 2.73 1.08 t 2.50 )32.62 A01 A01 24.50 32.62 32.62 96.5 2.17 4.260 11.00 11.00 0.003 0.03 32.65 A02 A02 24.50 32.65 32.65 96.6 193.1 4.34 4.260 11.00 11.00 0.009 0.10 32.76 A03 A03 24.50 32.76 32.76 96.8 289.9 6.51 4.260 11.00 11.00 0.020 0.22 32.98 A04 A04 24.50 32.98 32.98 72.9 362.8 8.15 4.260 11.00 11.00 0.030 0.33 33.31 A05 A05 24.50 33.31 33.31 34.9 397.7 8.93 4.260 9.50 9.50 0.036 0.34 33.65 A06 A06 24.50 33.65 33.65 35.0 432.7 9.71 4.260 11.00 11.00 0.042 0.46 34.10 A07 A07 24.50 34.10 34.10 50.0 518.3 11.64 4.260 11.00 11.00 0.058 0.64 34.75 A08 A08 24.50 34.75 34.75 36.8 555.1 12.46 4.260 11.00 11.00 0.066 0.73 35.47 A09 A09 24.50 35.47 35.47 38.3 593.4 13.32 4.260 11.00 11.00 0.075 0.82 36.30 A10 A10 24.50 36.30 36.30 40.2 633.6 14.22 4.260 3.50 T 26.33 29.83 0.084 2.52 38.82 A15 A15 24.50 38.82 38.82 173.9 807.5 18.13 4.260 15.00 2L 15.80 30.80 0.132 4.08 -0.43 (-1.00 )42.46 M01 M01 25.50 42.46 42.46 807.5 18.13 4.260 23.50 2T3GH 79.00 102.50 0.132 13.56 10.20 (23.50 )66.22 M02 (C=1 40) M02 2.00 66.22 66.22 300.0 1107.5 6.86 8.110 430.00 2TL26 123,90 553.90 0.008 4.30 4.99 (11.50 )75.51 M03 M03 -9.50 75.51 I.^....., ^^^^"^ F ° ?e h 1•.tl.=« :: G:.. yv :i a l_ . J- v -u E.b Fed by path No.l Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Swamary Length Length per.ft Total Psi (ft.) Press Pt. f (C=120) C02 24.50 26.53 26.53 -84.7 12.13 1.687 1.50 T 10.04 11.54 0.186 -2.15 -I.OB (-2.50 )23.29 D02 D02 27.00 23.29 23.29 -84.7 12.13 1.687 38.00 T 10.04 48.04 0.186 -8.94 14.36 S07 S07 27.00 14.36 14.36 8.10 30.7 -54.1 7.74 1.687 9,00 9.00 0.081 -0.73 13.63 SOB S08 27.00 13.63 13.63 8.10 29.9 -24.2 3.46 1.687 9.00 9.00 01018 -0.16 133.46 509 S09 27.00 13.46 13.46 8.10 29.7 5.6 0.80 1.687 9.00 9.00 0.001 0.01 13.47 910 SIO 27.00 13.47 13.47 8.10 29.7 35.3 5.05 1.687 9.00 9.00 0.037 0.33 13.80 S11 511 27.00 13.80 13.80 8.10 30.1 65.4 9.336 1.687 9.00 9.00 0.115 1.04 14.84 S12 S12 27.00 14.84 14.84 8.10 31.2 96.6 13.83 1.687 49.00 T 10.04 59.04 0.237 13.99 28.83 B02 B02 27.00 28.83 26.83 96.6 13.83 1.687 1.50 T 10.04 11.54 0.237 2.74 1.08 1 2.50 )32.65 A02 A02 24.50 32.65 AAA? ^^^^^^ Cales By:D. Lockwood Checked Page: P-01 Ser:*3100 5* Hyperr_alr_ Program by Cr,.jwle:y Design (3r_l-tp, (215)--33'7-7060 Path Stunrnar,y Priritoi.tt for Phi.ladelphi iei C?trpcats> ..7 ,b Nc.12C, Sys.l'kl Rack Stcn^ 619187 Sys'tenui Dr•awirig. I Fed by path No.l -- ------- --- --- Ref --------------- Elev. Pressure ----- (psi) ------- K ------- Flow ------- (gpm) ----- Veloc ------ Diam. --------------- Actual Fitting -------- Fitting ------- Total ----------- Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. --- ------ -------- ------ ------- ------ -------- ------ ----- --------------- -------- - (C=120) C03 24.50 26.61 26.61 -84.9 12.15 1.687 1.50 T 10.04 11.54 0.187 -2.15 -1.08 1 -2.50 123.37 D03 D03 27.00 23.37 23.37 -84.9 12.15 1.687 38.00 T 10.04 48.04 0.187 -8.97 14.40 513 513 27.00 14.40 14.40 8.10 30.7 -54.1 7.75 1.687 9.00 9.00 0.081 -0.73 13.67 614 514 27.00 13.67 13.67 8.10 29.9 -24.2 3.46 1.687 9.00 9.00 0.018 -0.16 13.51 S15 515 27.00 13.51 13.51 8.10 29.8 5.6 0.80 1.687 9.00 3.00 0.001 0.01 13.52 S16 S16 27.00 13.52 13.52 8.10 29.8 35.4 5.06 1.687 9.00 9.00 0.037 0.33 13.85 S17 S17 27.00 13.85 13.85 8.10 30.1 65.5 9.38 1.687 9.00 9.00 0.116 1.04 14.89 518 S18 27.00 14.89 14.89 8.10 31.3 96.8 13.85 1.687 49.00 T 10.04 59.04 0.238 14.04 28.93 803 B03 27.00 28.93 28.93 96.8 13.85 1.687 1.50 T 10.04 11.54 0.238 2.74 1.08 ( 2.50 )32,76 A03 A03 24.50 32.76 TTTTTT AAAn F• a: -t 1-` lil :?. . .4 R_1 v- - 3. cA L z t '. Fed by path No.l --------- --- --- Ref -------------- Elev. Pressure ------ (psi) ------ K ------ Flow ------ (gpm) ----- Veloc ------ Diam. --------------- Actual Fitting ------- Fitting -------- Total --- Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. -- ---------------- ------ ------ ------- -------- ------ ------ --------------- -- (C=120) C04 24.50 26.78 26.78 -40.3 5.77 1.687 1.50 T 10.04 11.54 0.047 -0.54 -1.08 ( -2.50 )25.15 D04 D04 27.00 25.15 25.15 -40.33 5.77 1.687 65.00 T 10.04 75.04 0.047 -3.53 21.62 S19 S19 27.00 21.62 21.62 8.10 37.7 -2.7 0.38 1,687 9.00 9.00 0.000 -0.00 21.61 520 620 27.00 21.61 21.61 8.10 37,7 35.0 5.01 1.687 9.00 9.00 0.036 0.33 21.94 521 S21 27.00 21.94 21.94 8.10 37.9 72.9 10.44 1.687 49.00 T 10.04 59.04 0.141 8.32 30.26 804 804 27.00 30.26 30.26 72.9 10.44 1.687 1.50 T 10.04 11.54 0.141 1.63 1.08 ( 2.50 22.98 A04 A04 24.50 32.98 TTTTTT MTh/. 1=0 ak t 1-n IV c• c ,`'J F=' r_a r^ RVI X i o"u Fed by path No.l Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fi tting Total Frict.Loss Elev. Loss Next Ref Pt, ft. Pt Pv Pn Factor Added Total fps tn. Lerigth Summary Lefigth Length per.ft Total Psi (ft.) Press Pt. --- ------------- ------ ------- ------- ------- ------ ----- -------------- -- 1C=120) C01 24.50 26.50 26.50 84.7 1.90 4.260 11.00 11.00 0.002 0.02 26.333 C02 C02 24.50 26.53 26.53 84.7 169.5 3.80 4.260 11.00 11.00 0.007 0.08 26.61 C03 C03 24.50 26.61 26.61 84.9 254.3 5.71 4.260 11.00 11.00 0.016 0.17 26.78 C04 C04 24.50 26.78 26.78 40.3 294.6 6.61 4.260 11.00 11.00 0.020 0.23 27.01 COS C05 24.50 27.01 27.01 100.0 359.8 8.08 4.260 9.50 9.50 0.030 0.28 27.29 C06 C06 24.50 27.29 27.29 -35.0 324.8 7.29 4,260 11.00 11.00 0.025 0.27 27.57 C07 C07 24.50 27.57 27.57 -35.6 289.2 6.49 4.260 11.00 11.00 0.020 0.22 27.79 C08 COB 24.50 27.79 27.79 -36.8 252.4 5.67 4.260 11.00 11.00 0.015 0.17 27.96 C09 C09 24.50 27.96 27.96 -38.3 214.1 4.81 4.260 11.00 11.00 0.011 0.12 28.09 C10 C10 24.50 28.09 28.09 -40.2 1733.9 3.90 4.260 10.50 10.50 0.008 0.08 28.17 C11 Calcs By:D. L.oc.:kwooci Paige=: P--Vi_ Ser:*310025* Hyperc:ealc Prr?grarn by C:r^ciwlc!y Design Gr•ni.tpy (: 15)-- 37-7060 Patl-i S?unrnar•y I-Iriritout for Plhilndcelphia Car,hets J-Db No:1:=6 Sys.#11 Racrk Star 6/9/657 Systevm:l Drawir, g:1 r-, --.'4r. Y-1 INI°'..'5l fCont i rrraed) t-4 k- 1*'1._a i ]--I Fed by path No.l Ref Elev. Pressure -- ----- (psi) 9 ------ Flow ------- (gpm) ------ Veloc ------ Diam. ------- Actual ------- Fitting -------- Fitting -------- Total - -- ---- Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi fft.) Press Pt. -- -- ------ - ----- ------ -------- ---- - (C=120) C11 24.50 28.17 28.17 -44.1 129.8 2.91 4.260 10.00 10.00 0.004 0.04 28.22 C12 C12 24.50 28.22 28.22 -43.9 85.9 1.93 4.260 10.00 10.00 0.002 0.02 28.24 C13 C13 24.50 28.24 28.24 -43.8 42.2 0.95 4.260 10.00 10.00 0.001 0.01 28.24 C14 C14 24.50 28.24 28.24 42.2 6.04 1.687 1.50 T 10.04 11.54 0.051 0.59 -1.08 (-2.50 )27.75 614 D14 27.00 27.75 27.75 42.2 6.04 1.687 137.00 274E 40.18 177.18 0.051 9.06 36.82 B14 814 27.00 36.82 36.82 42.2 6.04 1.687 1.50 T 10.04 11.54 0.051 0.59 1.08 ( 2.50 )38.49 A14 A14 24.50 38.49 38.49 42.2 0.95 4.260 10.00 10.00 0.001 0.01 3B.50 A13 A13 24.50 38.50 38.50 43.8 85.9 1.93 4.260 10.00 10.00 0.002 0.02 38.52 A12 A12 24.50 38.52 38.52 43.9 129.8 2.91 4.260 10.00 10.00 0.004 0.04 38.56 All All 24.50 38.56 38.56 44.1 173.9 3.90 4.260 6.50 T 26.333 32.83 0.008 0.25 38.82 A15 A15 24.50 38.82 AAAAA AAA^A 1 Calcs Fiy:l:). L-clCkwr_,od Page: P-03 Ser,-*3l002'5* Hypercalc Prropram by r'r:wley Dvsi.gri (;*'1`5)_-337--7i)F,0 a (C? C9?M?N, /Zl Y;- feet south of the northwest cor northeast comer of said Lot 2 and xr with: E'1 1 temporary easement for construction 15 feet of the West 40 feet of said Loi;l :.er with: Y ,Y 5 foot temporary easement for cons that part of the above described lots lyi described Line A.'t _•er with: k temporary easement for construction I of said Lot I which lies southeasterly; of and northwesterly of a line describedsas corner of said lot; thence northeasterly to corner and said line there terminating: "; Said temporary easement expires July;l, :'t r See also Exhibit "A" attached hereto and The grant of the foregoing permanent ictors, agents and servants to construct;,sec _: ect and maintain signs in conjunction with t The grant of., the foregoing permai rcl . +es the right of the City, its contractor _:?s to construct;' reconstruct, inspect, r :ther right to remove trees, brush, under The grant of the foregoing tempore r. ;'. _,:, s the right of the City, its contractors :he easement premises and construct, re remove trees, brush, undergrowth and' The Landowner, its successors and _.:?nms, that it is the fee owner of the ,nvey the easement herein to the City. t l; thence,. northeasterly to the..'; ,Te terminating. - poses over, under, and across the East fioh pi"oses'over, under. and across ioutHerly of and'adjacent to the herein HEM: ?•?? •; poses_over, under, and across that part =herein described perpetual easements+ nning 80 feet south of the northwest ,. mt 75 feet easterly of said northwest r. rated herein:' orpora +s „_ `eats includes the right of the City, its t` .. teneinspect; repair and maintain a roadway kbblte's use of the roadway. `` me asements for drainage and utility purposes "ti k =`*a tsi?itd servantsrto enter upon the easement ht intain pipes, conduits and mains ;.and &other obstructions. flit' `bi:. oshvhon easement for site grading pt ses 2and..servants.to enter upon the premises to iigt and inspect the site grading, and further the ?listrtichons. ;;, o do s"covenant with the City. its successors #premises anal that it has good right to grant y Y 2i ?i ,A IN TESTIMONY WHEREOF, the Landowner has caused this document to be executed as of the day and year first above written. TEACHERS' RETIREMENT SYSTEM OF THE STATE OF ILLINOIS, an entity organized and existing under the laws of the State of Illinois By: / Its: = w V N F STATE OF MINNESOTA)` )SS. COUNTY OF DAKOTA The foregoing instntiment was acknowledged before me this Zo-'day of Oc;Vcb-2-t,- 2001 by -Moms C J "P/rthir l- the EKG Llr Pr S Id sr of TEACHERS' RETIREMENT SYSTEM OF THE STATE OF ILLINOIS, an entity organized and existing under the laws of the State of Illinois, on behalf of the entity. 1 (nl /?j/ I / q Notary APPROVED AS TO FORM: 2 r I- ` KELLY GLASC01T NOTARY PUBLIC. STATE OF ILLINOIS MY COMMISSION EXPIRES 243.2005 City Attorney's Office i; Dated: 1((-7((>4 APPROVED AS TO CONTENT: , ublic Works Department Dated: 8-6 -o THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley MN 55124 (952) 432-3136 (RBB: #206-16657/Easement #791) 4 11 - I Ho' -- '? "•? V? A ? ? ? ?F u?,?-.r- )F ui?a rc.Qm ¢v rr?-v*?-c+-v ° ? ,. r S .'??}:?•!? ^ ?1 <?G t? - - - - - - - - - - --- - - to 1 CTI LIT LOT 1 'BLOCK 6 is LINE "A" 1. EAGANDALE CENTER I NDU S?T R 'I? ?AUvT`'P`A R K ? NOD 3 s? .,'as; H7u: -„T„?.A... '-ur:.l:.,a,°:;til%,iH'si•%.Iw?'„M;`x*],'?x"rit±S'M}, JSrPk?,4`;3z': .?y,-.2 tr':?6 "k.:.: .:'A;z*, l•-?`;. v.'`d:c`-,.': ""' . ,L ro T;;;_ ^ ":y.'% ,`t'a., E:" E"i, .:J 4 ,k_?:C. , kFt?;s 3 Property Owner: Teachers' Retirement System of the State of Illinois Parcel No. 17 ,I C Fr z PROPERTY ADDRESS: EcCrau SHAW INDUSTRIES ----- EXISTING Rin 1090 GEMINI ROAD -- PNUPERrY LINE EAGAN, MN 55121 - - - PROPOSED RiH P. I.N.: 10-22502-010-06 °-' -- EXISTING DRAINAGE 6 UTILITY EASEMENTS 10-22502-020-06 o- DENOTES RIGHT OF ACCESS DEDICATED TO DAKOTA COUNT PERPETUAL UNENCUMBERED EASEMENT we ?.', f:_, .. .... •,?.-,i-:.? 'q*: a 4, 1'G' ..•a :fygFu k.. i _ - " PERPETUAL ENCUMBERED EASEMENT.: nw, ., xn ty; x. : - _ _ ~ - - _ TEMPORARY UNENCUMBERED EASEMENT . . TEMPORARY ENCUMBERED EASEMENT ns¢. N.• CITY DT EAGAN ru ro w..x CCC` CP lil NO PARCEL Msiwx ? . . EeXiW TO%AVENUE F : J JGf RIGHT-Oi-EAT ACQUISITION EXHIBIT 17 , M weu_ s.:, FIRE SUPPRESSION SYSTEMS Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date q / 6,3 Site Address: /0 go ? Zt c ' \ Tenant / Building Name: 6"-Li The Applicant is: Ow n er Contractor Other ? O - PROPERTY OWNER o3tnu w ?GtpC1 t QF? Address: _ / 09o rg t? l? City: LL yt State: AK) Zip: CONTR CT \:? ?k? 6 ? A OR ?l yLtP MN License No. Address: .SlOU t k ? l a'i' , city: ?/w1/Yl6 d -A _ State: iwj Zip: 5W Phone #: 743-36 7-5IT6a ESTIMATED COMPLETION DATE: FIRE PERMIT TYPE: Sprinkler System (# of heads - j efu,' p i tahdpipe Other: uU WORK TYPE: - New _ Addition ? Alterations Remodel - -?? A . Other: a OC.? DESCRIPTION OF WORK: Commercial _ Residential - Educational Other: PLEASE COMPLETE REVERSE SIDE PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) 0-O Contract Value $ 1560 - x .01% _ $ '56, C) Permit Fee • If Permit Fee is $1,000 or less, add $.50 => $ -6o- State Surcharge If Permit Fee is over $1,000, add $.50 per - $1,000 Permit Fee 3/4" Displacement Fire Meter $ $--446-00- TOTAL FEE: $ ?? /may I 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 Building/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 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 gnature -1/a4L3 Date DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Underground Pipe - Hydrostatic Flow Alarm Drain Test Trip _ Pump Test Central Station' Final Conditions of Issuance: Permit Approve Date: / / I /_ FIRE SUPPRESSION SYSTEMS Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 ? rc ?)' to Telephone # 651-675-5675 FAX # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and cotwonents to be used Date / V? p nn Site Address: ?tg?Q bEAAIA I F t) Tenant / Building Name: Su A vJ la The Applicant is: Owner X Contractor Other PROPERTY OWNER Address: City: State: Zip: C CONTRACTOR SU M AAlT Vl RE Q12DT&Cn0 4 r License No. C' B l J MN 1/1 Address: -r 0( Apo" Lr ( 65 City: ka b LAW r tl " State: 0 Zip: 15 Phone #: IYJ I 1I I D S ESTIMATED COMPLETION DATE: FIRE PERMIT TYPE: 1l Sprinkler System (# of heads Fire Pump _ Standpipe Other: -1 _ r I l t L WORK TYPE: New _ Addition X Alterations 3d?12003 Other: BY ?? DESCRIPTION OF WORK: X Commercial Residential Educational Other: Q VWA R 4 W 5T1 A? 5P ?' l? Vl LI=Q K E 5 PLEASE COMPLETE REVERSE SIDE PERNUT FEE: Contract Value $ x .01% r ? 'a Permit Fee _ $ 9 ,? rr • If Permit Fee is $1,000 or less, add $.50 => $ Jt7 . y? State Surcharge If Permit Fee is over $1,000, add $.50 per 1 000 Permit Fee 3/4" Displacement Fire Meter - $156.00 $ TOTAL FEE: $50.50 Minimum Fee (includes State Surcharge) $e J Y/ I 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 Building/Fire Codes; that I understand this is no y pemmit, but only an application for a permit, and work is not to start without a permit; that the work will i ac ance th the approved plan in the case of work which requires a review and approval of plans. 6 ??, 6 k L"K P? Applicant's Printed Name Appl icant's ignature D2 I DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pumn Test Certrl Station 7"? Final Conditions of Issuance: Permit Approved b Date: ?_o ?- l ?a0` 9 C? O cl COMMERCIAL BUILDING Ca Y Permit Application n k3 City Of Eagan 1 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Foundation Only New Building Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) •' • Landscaping Plans (2) • 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 L • Project Specs (1) 1 • Energy Calculations (1) " t 1 • Electric Power & Lighting Form (1) I • Master Exit Plan (1) y I • Emergency Response Site Plan (1)'"" l d • Soils Report (1) l • SAC determination - call 651.602-1000 • SAC determination - call 651-602-1000 SAC determination -call 651.602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. ** Contact Building Inspections for sample and if required when it states "not always". **' Permit for new building or addition will not be processed without Emergency Response Site Plan. Date k / Z.T / O 3 Construction Cost to i 74?, Site Address ? c7 l7 C/ ?r f lr Unit/Ste # Tenant Name ? W Former Tenant Name Descript' of Work ?'C ff 01- L G f L r 7 C / ? / ? Property Owner W ?1 6' r l? - ? 7Uy Telephone #('7,12) Se7 -7 Contractor C,? _- ( 6,,C r ,, A'-A 1-16) 'lyla.l?, ?Z; . Address G/ sz?-_ ff ,rk , 2( ( City State Zip J J-C(2-T Telephone # JZ J?i Arch/Engr Ca(` ?C1 L?If Registration # ---- Address y{3 S/e?t?{T? /_- / ?i c _ z5-_ City 1hrl State Zip Telephone # (7th O Licensed plumber installing new sewer/water service: A,?, Phone #: ' I hereby apply for a Commercial Building Permit and acknowledge that the information is co to and ccurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and t t e of MN Statutes; 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. N,"?,6w 9 - Sc (a-r Applicant's Printed Name Applicant's Signature???^ OFFICE USE ONLY Sub Types ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous lbl N Work Types ? 31 New 35 C3 32 Addition ? 36 13 33 Alteration ? 37 0 34 Replacement Valuation 'S 0 c °=d Census Code SAC Units - U Nbr. of ;nits O Nbr. of Bldgs Type of Const J ' E2 ? 26 Public Facility L 30 Accessory Bldg. x 27 Commercial/Industrial ? 32 Ext Alt-Apts. ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 29 Antennae ? 35 Ext Alt - PF TWO ISbIJ Pt+ tip ? 37 Nail Salon 1"tdU W /rt.t.S Int Improvement ? 38 Demolish (Interior) ? 44 Siding Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors `Demolition (Entire Bldg only) - Give PCA handout to applicant Occupancy MC/ES System Zoning- C? , City Water Stories Booster Pump Sq. Ft. PRV Length 5 6 7 Fire Sprinklered Width - Footings (new bldg) - Footings (deck) Footings (addition) _ Foundation Drain Tile Roof _ Ice & Water _ Final Framing Fireplace _ R.I. -Air Test -Final Insulation REQUIRED INSPECTIONS Final/C.O. _ Final/No C.O. Plumbing _ HVAC Other Pool _ Ftgs _ Air/Gas Tests _ Final Siding _ Stucco _ Stone Windows (new/replacement) Retaining Wall Approved By: Planning Division ------------------------------------------------------- Base Fee ( t 1 • ti?, Surcharge q • YD Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Other Approved By W (' , Building Inspector Total 1-11, tiS J IBy I Le- t mcssPdje /V 2008 COMMERCIAL BUILDING PERMIT APPLICATION OCT C 3 2008 ----------------- I Fgt-€"?31,'se I a ? PertnR#: 7c -7 ? I I Permit Fee: I ? I I Date Received: I I Staff: I t-----------------I Date: U !] Site Address: O?? ??w t I 1 IU Tenant Name: Shg r?? S? + ' QS (Tenant is: _ New / Existing Suite #: PROPERTY OWNER Name: C_ Y3 VIE - T rues e0 Phone: C-6d7- V U y4g2 Address/City/Zip: l71o rkir. rEq t31,,>>^^L!:,jo- wner Contractor Applicant is: _ O TYPE OF WORK j/ , r ce X71 I S? 11S u Description of work: I LL l v ? A/ f 3 !S C i C i onstruct on ost: CONTRACTOR { License #: 1 nkls on Name: 1 / 1 SD sOu/ ?` (? `j ?7YeC r Address: J? : ? 02 , Zip City: Sttaate / ? e t?'e',t lam' I -, l+ / r b t P C t , ac erson: Phone: on - ARCHITECT / Name: Registration #: ENGINEER Address: City: State: Zip: Phone: Contact Person Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supp"orting documents that you submit are considered to be public information;, Portions of tnforma6ob maybe classfhed as non-putitic_if you provide specific rea_ sons that would permit the City to We conclude`iliat 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' `a. 4- ?) x ?/r 4r Applicant's Printed Name Applicant's Signatur Page 1 of 3 or III SUB TYPES: ? Foundation ? Apartments ? Lodging ? Miscellaneous WORK TYPES: ? New ? Addition ? Alteration V Replacement DESCRIPTION: DO NOT WRITE BELOW THIS LINE ? Public Facility X Commercial / Industrial ? Greenhouse ? Antennae ? Interior Improvement ? Move Building 4 5KYL4&Ms ? Accessory Building ? Ext Alteration-Apartments ? Ext Alteration-Commercial ? Ext. Alteration-Public Facility ? Nail Salon ? Siding ? Demolish Building' ? Reroof ? Demolish Interior ? Fire Repair ? Demolish Foundation ? Windows ? Water Damage • Demolition (entire building) - give PCA handout to applicant * Valuation zsliil o- Occupancy MCES System / Plan Review ? /tf0 Code Edition SAC Units (25%=100%=) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings I Length Fire Sprinklers Type of Const 8 Width REQUIRED INSPECTIONS _ Footings (new bldg) Sheetrock Meter Size: Footings (deck) i Final/C.O. Fi l/N C O Foot ngs (addition) na o . . Foundation HVAC Drain Tile Other: _ Roof: _ Decking _ Insulation _ Final - IceNVater Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace:_R.I. _AirTest -Final Windows Insulation Retaining Wall _ al Final C/O Inspection: Schedule Fire Marshal to be prese No nt. -Yes !' Reviewed By: L f?AT4 Bui lding Inspector Reviewed By: COMMERCIAL FEES: Base Fee • dG Surcharge IZ •'*b Plan Review 0 •bb SAC-MCES SAC-City S/W Permit SIW 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 A Of-V-0 Sewer Trunk Water Trunk Planning Page 2 of 3 NhJ II 11/04/87 MLR EASEMENT TO THE CITY OF EAGAN, MINNESOTA jot9 THIS INDENTURE is made this 4th day of November, 1987, by OPUS C0PP0P.AT10N, a Minnesota corporal ion (hereinafter referred to as "GRANTOR"), in favor of THE CITY OF EAGAN, MINNESOTA, a Minnesota municipal corporation (hereinafter referred to as "GRANTEE"). 1. GRANTOR, in consideration of t.hP sum of One Dollar ($1.00) and other qood and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, does hereby grant to GRANTEE, its successors and assigns, forever, the following: non exclusive easement, for drainage and utility purposes over, under and across that part of ;Lots 1, 2 and 3, Block 6,1 BAGANDALE CENTER INDUSTRIAL PARK NO. 3, according to the recorded plat thereof, Dakota County, Minnesota, described as follows: Beginning at the northeast corner of said Lot 3, thence south along the east line of said Lot 3, to a point on said Past line 10.00 feet northerly of the southeast corner of said Lot 3; thence west and parallel with the south line of said Lots 3, 2 and 1, a distance of 280.00 feet; thence south at right angles, a distance of 10.00 feet, to the south line of said Lot 1; thence west along said south line to the southwest corner of said Lot 1; thence north along the west line of said Lot 1, a distance of 30.00 feet, thence east and parallel with the south line of said Lots 1, 2 and 3, to its intersection with a line parallel with and distant, 18.00 feet westerly of the east line of said Lot 3; thence north along last described line, a distance of 100.00 feet; thence west and parallel with the south line of said Lots 1, 2 and 3, a distance of 12.00 feet; thence north and parallel with the east line of said Lot 3, a distance of 74.00 feet; thence west and parallel with the south line of said Lots 1, 2 and 3, a distance of 70.00 feet; thence north and parallel with the east line of said Lot 3, a distance of 85.00 feet; thence east and parallel with the south line of said Lots 1, 2 and 3, a distance of 30.00 feet; thence north and parallel with the east line of said Lot 3, a distance of 25.110 feet; thence east and parallel with the south line ol`. said Lots 1, 2 and 3, a distance of 40.00 feet;.thence north and parallel with the east line of said Lot 3, a distance of 106.00 feet; 1-hence east and parallel with the south lines of said Lots 1, 2 and 3, a distance of 10.00 feet; thence north and parallel with the east line of said Lot 3, a distance of 76.00 feet more or less to the north line of said Lot 3; thence easterly along said north line, to the point of beginning and there terminating. lj w l 2. GP.ANTOR -Psirves the right to us? Abp ahoVo described easement area for such purposes as GRANTOR may deem appropriate, and the right to grant additional easements over, under and/or across said easement area; provided that such use by GRANTOR and by the holders of such other easements does not materially interfere with the enjoyment by GRANTEE of the rights and easements herein granted. Without limiting the generality of the foregoing, GRANTOR shall have the right. to use said easement area for the purpose of constructing and operating thereon parking and driveway facilities, which may include bituminous surfacing and concrete curbs and gutters. t959b(v l ri KY 3. Thf covenants and agreements of this indenture shall be binding upon and inure to the benefit. of the successors and assigns of GRANTOR and GRANTEE. IN WITNESS WHEREOF, Grantor has caused this Easrmrnt to be exr-cutFd thr day and. year first above written. OPUS CORPORATION 7 By L W•-? Jeffrey ssen Vice President-General Manager Real Estate STATE OF MINNESOTA) ) ss. COUNTY OF HENNEPIN) The foregoing was acknowledged before me this 4th day of November, 1987, by Jeffrey W. Essen, Vice President-General Manager Real Estate of Opus Corporation, a corporation under the laws of Minnesota, on behalf of the corporation. '""'^,-^ ? -6. S ...:. "A THIS INSTRUMENT WAS DRAFTED BY: MyCom- 3. 1389 r{ ?VY.4YJ'/JJJJN: J.\'Y:: JVVYV\M• Marc L. Kruger 800 Opus CPnt_er 9900 Bren Road East Minnetonka, Minnesota 55343 w 11/9/87 MLK EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made this 9th day of November, 1987, by and between OPUS CORPORATION, a Minnesota corporation (hereinafter referred to as "Opus"), and ALSCOR INVESTORS JOINT VENTURE, a Minnesota general partnership (hareinaft.er referred to as "Alscor"), with reference to the following facts and circumstances: A. Opus is the fee owner of certain real property located in the City of Eagan, Dakota County, Minnesota, legally described as follows: Lots One (1), Two (2) and Three (3), Block Six (6), EAGANDALE CENTER INDUSTRIAL PARK NO. 3, according to the recorded plat thereof, Dakota County, Minnesota (hereinafter referred to as the "Opus Property"). B. Alscor is the fee owner of certain real property also located in the City of Eagan, Dakota County, Minnesota, adjoining the Opus Property and legally described as follows: Lots Four (4) and Five (5), Block Six (6), EAGANDALE CENTER INDUSTRIAL PARK NO. 3, according to the recorded plat thereof, Dakota County, Minnesota (hereinafter referred to as the "Alscor Property"). C. In connection with the current development of the Opus Property with an office/warehouse building, Opus requires an easement for driveway purposes over a portion of the Alscor Property. Alscor has agreed to grant such an easement, in exchange for a similar driveway easement over a portion of the Opus Property which is conr.iguous t.o such portion of the Alscor Property, such latter easement to be used by Alscor for the future development of the Alscor Property. D. Opus and Alscor desire to create such reciprocal driveway easements, all upon the terms, covenants and conditions hereinafter made and contained. NOW, THEREFORE, in consideration of the foregoing facts and circumstances, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged by the respective parties hereto, Opus and Alscor hereby agree as follows: 1. Alscor hereby grants to Opus, its successors and assigns, a perpetual non exclusive easement for purposes of ingress to and egress from the Opus Property (hereinafter referred to as the "Opus Ease- ment") over and across that part of the Alscor Property legally described as follows: That part of said Lot 4, Block 6, EAGANDALE CENTER INDUSTRIAL PARK NO. 3, described as follows: Beginning at the Northwest corner of said Lot 4; thence South along the West line of said Lot 4, a distance of 76.00 feet; thence East and parallel with the South line of said Lot 4, a distance of 20.00 feet; thence North and parallel with the West line of said Lot 4, a distance of 76.00 feet more or less to the North line of said Lot 4; thence westerly along said North line, to the point of beginning and there terminating. The Opus Easement shall be appurtenant to and for the benefit of the Opus Property, and for the benefit. of all parties from time to time having an interest. in the Opus Property. 2. Opus hereby grant.s to Alscor, its successors and assigns, a perpetual non exclusive easement. for purposes of ingress to and egress from the Alscor Property (hereinafter referred to as the "Alscor Easement.") over and across that, part of the Opus Property legally described as follows: That part of said Lot 3, Block 6, EAGANDALE CENTER INDUSTRIAL PARK NO. 3, described as follows: Beginning at the Northeast corner of said Lot 3; thence South along the East line of said Lot 3, a distance of 76.00 feet; thence West and parallel with the South line of said Lot 3, a distance of 20.00 feet; thence North and parallel with the East line of said Lot 3, a distance of 76.00 feet. more or less to the North line of said Lot. 3; thence Easterly along said North line to the point of beginning and there terminating. The Alscor Easement shall be appurtenant to, and for the benefit of, the Alscor. Property, and for the benefit of all parties from time to time having an interest in the Alscor Property. 3. In addition to the rights of ingress and egress granted in Paragraphs 1 and 2 above, Opus and Alscor agree that the respective benefitted party shall have the right to install, maintain, repair, replace and remove within its respective easement area a bituminous driveway, together with related improvements (e.g., concrete curbs and gutters); provided, however, that such improvements shall in each case be installed in such a fashion so as to permit the owner of the subject property to also use said easement area for driveway purposes. Specifically, Opus and Alscor agree that the grades of the two easement areas shall be equal, and that no obstruction shall be installed between the two easement areas which would prevent the use of both easement areas together as a single driveway. All costs and expenses relating to the initial installation of any such bituminous dri,.eway shall be borne by the party performing such installation work; however, the cost of maintenance, repair and replacement of all such improvements shall be allocated between Opus and Alscor in accordance with the terms of Paragraph 4 below. 4. So long as the Alscor Property remai.ns vacant land, all costs of maintaining, repairing and replacing any driveway and related improvements constructed within said easement areas shall be borne by Opus. Thereafter, each party hereto shall be responsible for the maintenance of that portion of any such driveway and of the related improvements which are located within said easement areas and upon its respective property, and said party shall be responsible for payment of all costs associated therewith. If either party hereto fails to perform its responsibilities under this Paragraph 4, the other party may give written notice of such default, and if the party receiving such notice fails to cure such default within thirty (30) days after its receipt of such notice, the other party may effect such cure. In that event, the defaulting party shall promptly, upon presentation of an invoice therefor, reimburse the other party for the cost incurred by it in performing such work. Furthermore, each party hereto shall indemnify and hold harmless the other party from any claims or liens arising out of failure of the indemnitor to make payment for those costs and expenses which it is obligated by this Paragraph 4 to satisfy, including all reasonable attorneys' fees which the indemnitee may incur as a result of its efforts to enforce the terms of this Paragraph 4. 5. The parties hereto shall each indemnify and hold harmless the other party against all liability for claims of third parties for bodily injury (including death) or property damage arising out of the failure of the indemnitor to keep and perform its obligations under this Easement_ Agreement. -2- 6. The easements hereby granted and the covenants herein contained shall be easements and covenants running with the opus Property and the Alscor Property, respectively, and shall inure to the benefit of and be binding upon the owners of the opus Property and the Alscor Property from time to time and their respective successors and assigns. However, Opus and Alscor are executing this Easement Agreement solely as owners of the Opus Property and the Alscor Property, respectively, and the covenants and obligations of each party hereto shall be binding on them and on their respective successors and assigns only as the owners of such properties, and only as to such obligations arising during their respective periods of ownership of such properties. 7. Any notice desired or required to be given under this Easement Agreement, shall be in writing and shall be deemed to have been received by the addressee when delivered personally, or within three (3) business days after the date on which such notice is deposited in the United States mail, certified and with postage prepaid, addressed to the business address set forth in the Certificate of Title covering the respective property owned by the addressee, or at such other address as either party may designate by written notice to the other party. 8. This Easement Agreement may be amended or terminated only in writing, properly executed and acknowledged by the then current fee owners of the Opus Property and the Alscor Property. 9. Each party hereto shall, upon not less than ten (10) days prior written notice from the other party hereto, execute, acknowledge and deliver to the requesting party a statement in writing certifying (if such be the case) that the requesting party has performed all of its obligations under this Easement Agreement as of the date of such statement-, or stating the obligations hereunder which the requesting party has not performed. In the event that either party hereto shall fail to execute and deliver any such statement within the time period set forth above, the requesting party shall have the right to make such a statement, it being agreed that under such circumstances the defaulting party shall have constituted and irrevocably appointed the requesting party as attorney-in-fact for the defaulting party for such purpose. IN WITNESS WHEREOF, Opus Corporation and Alscor Investors Joint Venture have caused this Easement Agreement to be executed as of the day and year first above written. OP By ALSCOR INVESTORS JOINT VENTURE By C_ Vice reside eneral Manager Real Estate -3- STATE OF MINNESOTA) ) ss. COUNTY OF HENNEPIN) The foregoing was acknowledged before me this 9th day of November, 1987, by Gene Haugland, Executive Vice President.-Development of Opus Corporation, a corporation under the laws of Minnesota, on behalf of t_he corporation. STATE OF MINNESOTA) ) ss. COUNTY OF HENNEPIN) ?Qjt,LL? V . +?? L.... ,;«a 1589 $<< The foregoing was acknowledged before me this 9th day of November, 1987, by Jeffrey W. Essen, Vice President-General Manager Real Estate of Opus Corporation, a corporation under the laws of Minnesota, general partner of Alscor Investors Joint Venture, a general partnership under the laws of Minnesota, on behalf of the general partnership. 41'p_? ?/ a?A?? THIS INSTRUMENT WAS DRAFTED B: ?'i Ccm au: S. o. :z es Dec, 3, 1999 Marc L. Kruger 800 Opus Center 9900 Bren Road East Minnetonka, Minnesota 55343 -4- II ~ ~ ~ r 1 o a~ II ~ II ~ ~ ~ II ~ oa Vd~ { '.v ~I II ~ I,~' - II ° 1! W ~ 9 lI vroN ~ 1 a M o II ' " e ~ I i ~ ~ ~ ~ v I J I I q ®e~oo I -r--~-"""' ~ ~ - _ _ es7"• L6J L - - tI'' • ~ II ~ ~ II / 6x<sr. S9N. M.N. ~ ~ ~ Sre9. tZ~oo 1 ivr- 882.5 rc~ N II 1 /NV. ^1~' ~ E'1ClST. /Z Se9NiTi9RY SE'4lEr~ ~ -1~-. ~ 88 .9 _ ..884- e' g~3 ~ ; I ....e.e.- 7 s W • O RR~ - rA: II C.~.R 4/Ar~R e N ~ ExisT • /Z"C.t.P. 4JArER It ~ SruB4EO TO ,oRoP. Ge.. II ~ - i o ~ ~ - ' ~ - - - -.b---i- . s. 21 o28Q II ~ ~ .S ,oR eo GiNQ' a ~ ~ ~ II ~j 8s8 C«N oar sss - yac?E _ ~ ~ ~ i - ~ 00 W q / ~ t ~ ~ ----rss4 I `tee _ , ~8 I ri ~ - ~ ~ rrnn q ~ I , ~ _ _ - - .-~s~- - 83 _ II r 1 ~ 1 ~ , II - e II + I _ ~ 3X/6® C~c. oRgt~gce ~roc~rd®®: o®/o j - ~ m y ~ ~ / m i ~ W O - II I 1 1 j ~I t ~ . r ~ .2 !i - ~ Sg~ Z UJ ~ ~ O 0. t ~ ~l / i i I II 1 _ _ , i_ - ~ II: I i ( ~ ~ ~ i II I 11 b --1 ~ ® I ~ U i I I 1 ®s, " ' I I I I 1 ~!I fl( ~r ~N ~1 ~ ~yi N ~ ~ ~ - II 1 I I ' I I 1, I) I 6 ~ 8,, r~ ?AC~ j ~ $ ~~w r I I lu , i g~ II -ate l ~ ~ I Q I • ~ I gAG o 2 ~d~188~. d79.o r- ~ l II I - ~ ~ ENGI~E~ ~ ~ r u ? I ~ . i ~ ~ NG DEPT. ~ OC ~ II I I l ~ ~ ~ I I I ~ ~ / 11 I I i I ~ ~ i ~ J W Z ~ ~ Ii i , , ~ ~ ~9• / l ~ ~ 1 ~ ~ I, I I I i 1 ~ 1 0~ ~ I h II I I I ( ( l / i NorE ~ II / 1 W q i I ~ ~ P ~ ~ b ~ ~ I I 1 oo L24AHV ~ l p.{ s I ~ ~ ~ pC W °Q ~0 1 I ~ ~ / 1 I / ~ ~ ~ ~ 4®W wry ;11 ~ I I 1 1 I . I / II Q ~ i II I 1 ~ i u, i 1 3 , ; LD~s 12.x_3 ~®~J ~,~r q ~ ~ ~ / II I I I i o ~ ~ Q i 1 I ~ ~ ~ II I I 1 ~ ~ I I s T 1 /r ~ ~ ~ II I ~ I ~ . ~ ~ ~ ~j LDGIC ~ ~ v ('i W ~ ~ ~ III I I i~-:-J W I _ i.I~ I i ~ I r~~; ~ ~ ~ i ~ I * "1 Q I~ I 1 i a i i II ~,3 1 a m ao w ~ ~oc~J ~ I ~ ~ g~ i~ I III ~i 1 l 1 ~ , ~ 1 ~ / ~ i y,II 1 t ~ ~ ~ ~ 1 ~ ku > ~ ~ II ~ , I ~ I 1 b t ~ ® I ~ I, ; q ~ ~ i m A I 1 ~ f : a"I \ _ 1 o, it I 1 ~ ~ ~ r.;' pP m oy / ~ . ~ cos a a~ ~ ~ I ~ oa ~ 1 I of r~~ o0o I / ~ b l I Q~ ~ • ao ~ ~ . ~ ~ II u I I ~ y~~o0. ' i t ~ ~ ~ a ~U ~n ~ ~ fe ~ Q ;r U ~ \ j t ~ ~ I I ~ I r~'°' K~ I ~ / ~ 1 ~ ~ ~ i ~ / ~ t - ~ 1 ~ I ~~i~i% 1 0 ~ ~ ~ i ~ 1 - ~ I I 1 0 . ! ) 1 I ~ a I ~ _-~~4 04 i ~ ~ - _ ~ h ~ i ~ ° II 3 b I I ~ Z ~ j si N ro , ~ i i , ~ J ~ ~ W ~ 0 ~ II ~ .a ~ ~ - ` I ~ / / ~ ~ II W 1 1 b i ~ y ~ s ~ Y ~ I II I 1 I ® ~ ~ 1 II` ~ II o ~ ~ ~ ti ~ 1 s II , II ~ ~ s II ~ I I I ' ~ I a - .f t q ~ ~ C ~ a II ~ ~ ~ i II ~ I I ~ ~ / ~ y t ~I , i / ~ / II k 1 , I y 1 ~ II 0 I / ~ II W ~ / ~ I 1 1 II i ~ ~ II i ~ 1 / ~ I ~ II I ~ II a t , i i i ~ ~ / ~ I I ~ I ~ II II ~ / l ~ ~ II I it ~ I ~N ~ ~ II ~ , ~ i-- ~i it / I II II II a ~ a I It-~ II « ~ ~ _ II ~ ~ I ~ ~ I~ II ~ I 1 ~Z I II ~ / I~ I a s I ~ q ~ 1 I I j,_ ~ ~ 1 ~ ~ ~ ~ i I I II i II ~ ~ 1I II . I I 1 ~ i ~f ~ ~ _H I 1 . a ~ ~ ~ II ~ I 1 ~ ~ II ~ ~ 1 i ~ ~ II II ~ ~5 ~ ~ II a ~ ~ ~ , I ~ I ~ ~ g Ii, _ it ~ ~ > > ~ ~ t ~ II ~ ~ ~ II 1 k ~ i ~ M 1 7 I ~ - ~ if ~ / ~ - ~ I ~ ~ II ~ , 1 ,a = - I i II II ~ 1 , N II ~ / ~ ~ 1 II I ~ ~ ~ I I ~ / / II ~ II ~ ~ / D ~ I Iii ~ II I ~ p ~ ~ ! ~ 0 \ ` ~ _ I) I ~ l~~ ~ ~ 1 s L~_ II I ~ ~ ~ Ii I e 1 298 -/B'pvc. a a R~ ~ ~ U saa rc. ssz.o ~ ~ II I / ~ ~ II tN~ 873.7e q 1 / p ~ i II I ~ (I- - - ~ _ - - } ====J c I I } ~ / 1 ss¢ - _88~ ~ ~ ,'15.0®° - II I ~ t~v. az a~ l , I i ~ ~B~S ~I , I e4 T ~ DRAIN r~~~ ~ ~ 1 I 1 ~1 ~0~ Q do I Y, ~1 ~~BV, 875,01 1 1 l II M ~a~ II „ 1 ~ I ~ I j I, ~n h I I I it n II ~ ' n ~ II" '0 kci, a ~ II IL Wti~ U ~ ~ ~ s 'd.a •A 0 Con a F' EXisr`?d "&iv e F e~ 8'J2. 03 A I _ 1":30 -0 II v it i 0 1 II__o IL'60 GO 120 I~ 01 e II I II_ NOR o ~ le Ai k II z I~ a~ II r lcn This request front 6,//1.r)IU'2 void 18 months from U- ® 17926 1-.3 ?i, /-v &p3 Request Date f 9 7 r ire Nof? Rouph-in InspeCbOn RegmredT ttnn ?Ready Nuw 4 f r Wh Who Inspec- ` f ry ?Yes ?No o / or en Ready )!j.Lmensed Electrical Contractor I hereby request inspection of above ? Owner electrical work installed at. Street Address, Box Rome No. ? O O -??G?I i City Oct.." o. Township Name or r No. o. Range No. Co Oc pan (PflI T) 1 one No. Power Supplier Addre Electra cal ntractor tCompany,Namel ? Contractor'.License No._?_ 9 Madm% a (Co na for or Owner Ma mg dJ 0, tailaUOn) ` J Auth- raed Signature { ract ry n king Insta rant Phor Nympa` W/^T MINNESOTA STATE,J0ARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway BldA Room N-191 BE ACCEPTED BY THE STATE BOARD 1821 University Ave.. St. Paul, MN 55104 UNLESS PROPER INSPECTION FEE IS Phone 1612) 642-0800 ENCLOSED. BEQUEST FOR ELECTRICAL INSPECTION ee-ooool-os -0. ,Sae instructions for completing this loan on back of Yellow copy. ® 17q?(; "X" Below Work Covered by This Request INewlAddl Rep.1 Type of Building I Appliances Wired I Equipment Wired I ter fyl tion 8 Fee Service Entrance Size s Fee Feeders/Subfeeders q Fee Circuits 0 to 200 AMPS 0 to 30 Amps 0 to 30 Amps Above 200 Amps 31 to 100 Amps 31 to 100 AMPS wintming Pool Above 100-Amps Above 100_Amps Transtormers Irrigation Booms 5t Wartial 'Other Fee nemarNs -twl S Hough-in r /T Final This request void 18 me '? Special Inspection OTAL P 4 ' / r ? I I, the Elec?c?ggl, !_?Uy/F/'tlll Inspector, hereby certify that the above Inspection has been made. C!tyofEaaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 14/04 —13.50 Use BLUE or BLACK Ink For Office Use Permit#: r/ C S �7 I Permit Fee: G Date Received: Staff: ciA/ 2013 FIRE SUPPRESSION SYSTEMS /PERMIT APPLICATION* Date: //V/3 Site Address: Ccs C(0 Gc. rn 4 ,n . �!1'�trt Tenant: c)L..,L) TAO( LAS4r e S J Suite #: Property Owner Name: tS �1/4.-k) 1.4)64 r c 5 Phone: Address / City / Zip: 10 0 6,0y ivk.c` Root Applicant is: Owner A- Contractor Type of Work Description of work: Construction Cost: Estimated Completion Date: Contractor i � 6 3 Name: Ai Q r 4 I'' ; (' Pro-�`e c 4 • c� r . License #: CqI Address: /3 Q S 26 Atie S-,„ (ID city: P/y A. State: N Zip: S-5-94 ( Phone: ?CP 3 it ..0T3 Co3 Contact: f k v S II(kflk,✓ Email: ±Yt % ,11( r 0— A k(r v. -f:Ce , (0 1/1‘ FIRE PERMIT TYPE Sprinkler System (# of heads 6) Standpipe WORK TYPE New Addition Fire Pump _ X Alterations Remodel _ Other: _ Other: DESCRIPTION OF WORK: x Commercial Residential Educational _ _ ( " FEES $60.00 Minimum (includes State Surcharge) over $1 million, please call for Surcharge 6„ So"x.0.' OR Contract Value $ -r" x 1% *If the project valuation is = Permif'Fee = $ 5.9'011 Surcharge = $ ?3 TOTAL FEE 3/4" Displacement Fire Meter - $231.00 = $ —^ Fire Meter -73-gv =s 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 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 Building/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 in accordance with the approved plan in the case of work which requires a review and aooroval of plans. x Ihov"cxS Applicant's Printed Name 1,.. --- App ant's rAppitant's Signature _ /D iq�% 410111° City (AP)NP of Eaaaii ( t Use BLUE or BLACK Ink Iv 1-C _ R9I20" For Office Use �. 1-l U :::ee JAN 1 92017 : 1/5 , 3830 Pilot Knob Road 7 Eagan MN 55122 Date Received: /-/9~" " Phone:(651)675-5675 Fax:(651)675-5694 i//ease e ', da 76 w�. Staff: 1 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 1/16/2017 Site Address: 1090 Gemini Road Tenant: Shaw Industries Suite#: Name: Phone: Property Owner Address/City/Zip: Applicant is: Owner 1 Contractor Remove drop down from rack that is being eliminated,install new drop down&re-connect to existing remaining racking Type of Work Description of work: Construction Cost: 11/000. Estimated Completion Date: 3/01/2017 Name: Ahern Fire Protection License#: C039 Contractor Address: 13705 26th Ave #110 City: Plymouth State: MN Zip: 55441 Phone: 612.843.3210 Contact: Barb Barnes Email: bbarnes@ahernfire.com FIRE PERMIT TYPE p� WORK TYPE V Sprinkler System(#of heads/1) New _Addition Fire Pump _Standpipe rf Alterations —Remodel _Other: Other: DESCRIPTION OF WORK: X Commercial Residential Educational FEES $60.00 Permit Fee Minimum Contract Value$ 11,000.00 x.01 Surcharge=Contract Value x$0.0005 =$ 1 10.00 Permit Fee If the project valuation is over$1 million,please call for Surcharge =$ 5'6Q Surcharge $100.00 Residential New(includes State Surcharge) $ 115.50 TOTAL FEE 3/4" Fire Meter-$280.00 =$ Fire Meter _$ 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 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 Building/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 in accordance with the approved plan in the case of work which requires a review and approval of plans. .# . %a.��, x -t6 / !Lit:.. ) Applicant's Printed Name Applicant's Signature ,//aje 'ea 6ax.tb .A/ &t.e.01(..t ch id 00) FOR OFFICE USE REQUIRED INSPECTIONS Alarm Ce Hydrostatic Flaw drain.°T stRoughlr Trip' Pump Test ntral:Station Conditions of Issuance: Permit Reviewed bY: ,�-Y' [date / 1 For Office Use y7/I ` , • . , Permit#: /-S — —- /1 I (6 ‘ ‘,11 % : :,°# E AGA N Permit Fee: .mss Staff: ` , 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Payment Recvd: _Yes )(No (651)675-56751 TDD: (651)454-85351 FAX: (651)675-569r .T�.� (-�Exwi j J Email: buildinginspections@.cityofeagan.com Plan Submittal:eplans(a.cityofeagDEC 2 an.com 1 2Q1? L Plans: Electronic Paper J 2018 COMMERCIAL MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal,submitted via email, CD or flash drive Date: 12/21/18 site address: 1090 Gemini Rd Eagan MN 55121 Tenant: Gemstone Suite#: Owner Name: Cemstone Phone: 651 681 3022 Address/City/Zip: 2025 Centre Pointe Blvd Mendota Heights, MN 55120 Name: Nasseff Mechical License#: MB005095 Contractor Address: 122 South Wabash St. city: St. Paul State: MN Zip: 55107 phone: 651 777 0001 Contact: Swen Pearson Email: swenp@nasseff.com New Replacement V Additional Alteration Demolition Type ofWork Descri tion of work: hvac P ` NOTE:Roof mounted and ground mounted mechanical equipment is required to be screened by City Code.. Please contact the Mechanical Inspector for information on permitted screening methods- COMMERCIAL _New Construction I/ Interior Improvement Permit Type _Install Piping _Processed _Gas _Exterior HVAC Unit _Under/Above ground Tank (0/ Install/S/ Remove) COMMERCIAL FEES40,000 Contract Value$ x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal,includes State Surcharge =$ 400 Permit Fee =$ 20 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ 420 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com/subscribe. 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. xSWEN PEARSON x Applicant's Printed Name Axppl cant's Signature FOR OFFICE USE .0^ ,e(41 :� 1./(r vl Required Inspections:,/ Reviewed By: Date: O Underground �( Rough In Air Test Gas Service Test In-floor Heat Final HVAC Screening For Office Use �c, )'H r, + , Permit#: / S-55-36 l :, E AA N Permit Fee: �Pf 7.(7 Ed'VET)T) Staff: 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 Payment Recvd• Yes �o (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 DEC 21 2018 Email: buildincinsoectionstn'�citvofeacan.com tor I /I Plan Submittal:eplans(8citvofeacian.com L Plans: ronic aper 2018 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive Date: 12/21/18 Site Address: 1090 Gemini Rd Eagan MN 55121 Tenant: Cemstone Suite#: Property Owner Name: Cemstone Phone: 651 681 3022 Name: Nasseff mechanical License#: PM61479 Contractor Address: 122 South Wabash St. City: St.Paul State: MN Zip: 55107 Phone: 6517770001 Email: Swenp@nasseff.com ✓ New Replacement _Repair _Rebuild V Modify Space Work in R.O.W. Type of Work Description of work: move bathrooms COMMERCIAL ✓ New Construction ✓ Modify Space _Irrigation System( yes/_no)( RPZ/ PVB) • Rain sensors required on irrigation systems Permit Type • Avg.GPM ✓ (2"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 1-1/2 Fire: 1 Avg.GPM 60 High demand devices?_Yes V No Flushometers_Yes ✓No COMMERCIAL FEES 40,000 Contract Value$ x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) =$ 400 Permit Fee Surcharge=Contract Value x$0.0005 =$ 20 Surcharge If the project valuation is over$1 million,please call for Surcharge =$ 420 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 =$420 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.comisubscribe. 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 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. Swen Pearson x Applicant's Printed Name Applicant's Signature FOR OFFICE USE Approved By: �' Date: - /i 4 Required Inspections: KUnder Ground `)R6ugh-In L'Air Test Gas Test _Final PRV Required:!Yes_No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 1 of 3 -GIA' For Office Use // I)64(jj ri �a&II I( �°/Y�4/ ) Permit#: /� 9c ' i2-4` o sC e r' p , riS :::tFee `/• /EA AN Payment Recvd: Pes 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 � No (651)675-5675 TDD: (651)454-8535 FAX: (651)675-56 E�++�I E'v "' l Plans: Electronic Paper Plan Submittal: eplanst�citvofeaaan.com L NOV 061018 2018 COMMERCIAL B BLDING PER APPLICATION Date:1 V(111I g` •Site Address: /010 �:1�s�ry�' 5 Tenant Name: GW AS TNS �• (Tenant is: New/ Existing) Suite#: Former Tenant: Name: - O AC CI1/4 Phone: "'J 1- e- L Z-5 Property Owner 0!) Nirs'2-.m/o-ca I (t,'D MetwerrA -6 Address/City/Zip: Applicant is: Owner Contractor Description of work: ACra- `'( � I Ak{i1wt Type of Work _ I Construction Cost: i Name: GCAN 7 25(51\J `OO Sr License#: i Contractor Address: ! 7ko �Z a C-T City: J ut> C State: /1/4144 Zip: 57 1 1 0 Phone: l5( - l o r 5CC I Contact (C- r-^ mail: �'�'�m�—`-� Name: et- MCA-: Registration#: (57 a' w sr• P ,c�. Architect/Engineer Address: � I� f� Q city: State: MN Zip: s' toe Phone: EJL4,Tl- dinCO Contact Person: Ocx-i� 4gra %*J Email:V & ON0 eopeo m �. 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. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. 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.orq 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. i X'DtGIL Gv0(3eaSoN JR X ig /I Applicant's Printed Name Applicant's ignature 0 DO NOT WRITE BELOW TH1/4 IS LINE /Sa E 74 ., �. SUB TYPES /090 /')I' vl i _ Foundation — Public Facility — Exterior Alteration-Apartments ✓Commercial/Industrial Accessory Building _ Exterior Alteration-Commercial Apartments — Greenhouse/Tent Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES / New ✓ Interior Improvement Siding Demolish Building* — Addition Exterior Improvement ,- Rer+ of — Demolish Interior Alteration Repair - { - Windows Demolish Foundation : a — Replace — Water Damag • Fire Repair — Retaining Wall Salon Owner Change t *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation 53-46j4a0,.;a-¢ Occupancy .13 5*I • '!VICES System ✓ Plan Review V Code Edition 2015 It1be- SAC Units Q/ (25% 100%f Zoning City Water Lt` Census Code Stories U' Me= , Booster Pump #of Units 0 Square Feet ¢-7 b PRV / #of Buildings I Length Fire Sprinklers ✓ Type of Construction l • Width REQUIRED INSPECTIONS Footings New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier ' /4 . , •, _ Erodion Control V Framing 30 Minutes ✓ 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking _Insulation Ice&Wafers_Final Meter Size: . Siding: Stucco Lath _Stone Lath _Brick_EFIS ✓ Electronic Set of Final Revised Plans Windows . Fireplace:_Rough in _Alf Test _Final ✓ Final/C.O.Required Pool:_Footings Air/Gas Tests _Final Final I Nd C.O. Required Final C/O Insi'ection: Schedule Fire Marshal to be present: Yes . =No , , / Reviewed By: • •> , Planning New Business to Eagan: A 1 Reviewed By: CPO l Co. Building Inspector • , FEES • S a • - Water Quality, • Base Fee if idfo . 7$ Storm Sewer Trunk SurchargeZIS'.'0-0' Sewer Trunk' ' Plan Review 2407 . 39' Water Trunk MCES SAC Street Lateral City SAC --- Street S&W Permit& Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: li Trail Dedication TOTAL: &S9/• /17 Page 2 of 3 MCES USE.:Letter Reference: 181127A5 Address ID:5090 Payment ID:415202 / - - / Date of Determination: 11/27/18 Determination Expiration: 11/27/20 Greetings! Please see the determination below. Project Name: Cemstone Companies Project Address: 1090 Gemini Road Suite#/Campus: N/A City Name: Eagan Applicant: Katie West,Gunderson Construction Special Notes: The original letter for this determination was dated 09/17/18, letter reference 180917A1. The City will be charged SAC as determined below, instead of the units previously assigned. The redetermination is based on new plans. Charge Calculation: Mixed Use: 48,992 sq.ft. @ 3800 sq.ft./SAC= 12.89 Total Charge: 12.89 Credit Calculation: Philadelphia Carpet Office(SAC 05/87) Mixed Use(Non-Conforming GSF): 48,992 sq.ft. @ 3800 sq.ft./SAC= 12.89 Total Credit: 12.89 Net SAC: 0 —or— 0 SAC 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 email me at:cors.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robed Street North St. Paul. MN 55101 1805 Phone 651.602.1000 Fax 651.602.1550 TTY 651 291 0904 metrocouncd.org METROPOLITAN COUNCIL „ 'J For Office Use C� cCt °� p /s 7-- i 7 -% i Permit#: EAGAN „, ... -‹-(_)0 Permit Fee: CEIVED Date Received: t2_ / �7 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 MAR 21 2019 Staff: buildinginspectionstc7i cityofeagan.com L -1 2019 COMMERCIAL FIRE ALARM PERMIT APPLICATION 1090 Gemini Road, Eagan, MN 55121 Date: 3/21/2019 Site Address; Tenant: Cemstone Products Company Suite#: ✓ Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Name: Cemstone - Kevin Chian Phone: 651-686-4253 Property Owner Address/City/Zip: 2025 Centre Pointe Blvd., Suite 300 Applicant is: Owner ✓ Contractor Type of Work Description of work: Fire Alarm System Construction Cost: $6'000 Estimated Completion Date: 45/2019 Name: ECSI, LLC License#: TS02284 Contractor Address: 7900 Chicago Ave S. City: Bloomington State: MN Zip: 55420 Phone: 651-643-6547 Contact: Bob Whaley Email: bwhaley@ecsillc.com ecsillc.Com New Remodel — — Work Type Addition Other: — V Alterations DESCRIPTION OF WORK: V Commercial Residential Educational FEES Contract Value$60.00 x.01 $60.00 Permit Fee Minimum =$ Permit Fee Surcharge=Contract Value x$0.00053,00 _$ Surcharge'` If the project valuation is over$1 million, please call for Surcharge 63.00 _$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. 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 unerstand 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-..proved • •n in the case of work which requires a review and approval of plans. xBob Whaley x _____,_,...2 Al& Applicant's Printed Name A•plicant's Signature - FOR OFFICE USE Reviewed By: D,-- �„-c'-(---( Date: 1/ o?..ly Required Inspections: Rough-In Final Fire Alarm Test 'WE • _ a-=--,- :mi.' D For Office Use C / Permit#: /5. --O/ --/ L r `, • ♦ r0� pPR 22 Z019 Permit Fee: &q -1 3lc ir � i, ' EAGAN • �a rStaff: � 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Payment Recvd: Yes _No 651 675-5675 I TDD: (651)454-8535I FAX: 651 675-5694 buildinginspections(c�cityofeaoan.com ( ) L Plans: Electronic Paper J 2019 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date:4/22/19 Site Address: 1090 GEMINI RD Tenant: CEMSTONE CONTRACTOR SUPPLY Suite#: 0 Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components � l 4 '-,,,,,;,M CEMSTONE Name: Phone: ,".,s �t.r 1090 GEMINI RD, EAGAN, MN 55121 g ,a € 4 Address/City/Zip: -- Applicant is: Owner ✓ Contractor ,--__ �!A .*r ADD 12 & RELOCATE 16 SSP FOR REMODEL OF OFFICE. �. . ` Description of work: 4 6650.00 4/30/19 1 , Construction Cost: Estimated Completion Date: �.r41 ' ,V ft, Name: VIKING AUTOMATIC SPRINKLER License#: C00005 £; '`,4� 301 YORK AVE ST PAUL � `�� �~ 4=4 _�� i.�4 =t Address: City: '4W.$1,'!.11$ 0 t y �et ` ` . State: MN zip: 55130 Phone: 651-558-3300 $v�, i,,� RICH POOLE Email: RICH.POOLE@VIKINGSPRINKLER.US — FIRE PERMIT TYPE WORK TYPE V Sprinkler System(#of heads 30) _New _Addition Fire Pump _Standpipe —Alterations ✓ Remodel Other: Other: DESCRIPTION OF WORK: V Commercial Residential Educational FEES 6650.00 Contract Value$ x.01 $60.00 Permit Fee Minimum _$ 66.50 Permit Fee Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge -- 3 9 =$� Surcharge " $100.00 Residential New(includes State Surcharge) =$ TOTAL FEE 3/`4"Fire Meter:.$29(101) =$ ///� ,gra Meter Roc - t' .. ..00 witti F )W''$ =$.66415— to%. v TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeao an.com/subscribe. I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the warwill 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 pe it,but onl n ap•-tion for ermit,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 requi a revie d ap. :I of I XRICH POOLE x Applicant's Printed Name Appl ant's Signature /_____ - 0/ raga a v s s 3 a � � 5 � � � � g 2 - 1 MN� ,ST m�yy�„`G ftp' ,'- f �` ”' � b d C'�42 ? r,SR k t- s _ v P ! sHydt l`- - - A`5 t i § } 3 r 1 x 3 a =��r�Y3� S�i12iCICED �,ta � � ���¢s�% �xa ��� y � € �F � � ,s a"� a to a s ai- a t ,n ,a 4 P �` 3 AiN r' g x s. R ff3 fir k �' :, ty "tp F .,t xx 3 tg - t ft a / ,1 c3 �> 1 II For Office Use Permitfi:1/-- --52 ly 111- r / I _ /� .\ 1 11` �'�'• E AGAN �°�, v� ,s J Permit Fee: l// v -- -•- MAR 1 8 2019 Staff: 3830 PILOT KNOB ROAD EAGAN,MN 55422-1810 Pa cvd: Yes _No � (651)675.5875 TDD:(851)454-85351 FAX:(651)675-5894 Email:pulldinelnaoectionsecitvofeanan.cont Plans: ,: lectronic _Paper I Plan Submittal:eolansf icllvofeaaan.com - -' 2019 COMMERCIAL MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as w qhs an electronic set of the submittal,submitted via email,CD or�� V flash drive /a 9 O &ernti i'L! - Date: - { Site Address: X955 FggQ'4Q�. iIty Lggqk,„ N 5si--1 Tenant: Ge+ At-- q,, _Suite#:: ` Name: r�Pif�SkI3he- J 1Phone:Chs 05-iS00 Owner Address/City/Zip: AS Eqn dgke- SIV& I &TM( -ss41 Name: 0 Dai`� A 1� w 1 Ecklb` 10 t,lit License#: V,3 Contractor Address: S• C� �y city: .. Y 3.r State:MtJ Zip:55)7) Phone: M ‘59-0'351 Contact:_8 - Wi^ Email: III I j((. Le PJ n1 Cv ell)"C621u LP"Cilr-6 New 1( Replacement ^Addillonel ,Alteration Demolition — Type of Work Description of work: bt)co5c ►ek f'•ia) ft-took, ft elSrQ -ptm9 01%-tgnX.. NOTE:Roof mounted and ground mounted mechanical equipment Is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. COMMERCIAL • New Construction —interior Improvement Permit Type In81ci Piping Processed Gas _Exterior HVAC Unit ' YN_Undetwv round Tank (_&tnstaq/Z Remove) COMMERCIAL FEES Contract Value$3 i 0ou•06 x.016 $60.00 permit Fee Mlnlmurqr!1 ,e- 9'v $76.00 Underground tank removal,includes Stale Surcharge =$ 07-3 — Permit Fee =S 45 / Surcharge Surcharge Es Contract Value x 80.0005 00 If the project valuation Is over 81 million,please call for Surcharge =$ 60~ _TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's webalts at www.cltvofeanan.comlaubscrlbe. I hereby admowledge thet 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 G x )f an it Mot x SW' IN � >t - Applicant's Printed Name Applicant's Signature FOR MICE USE �1j�I ' �jRe IcedInspections: ReviewedBy: Dais: T Underground _Rough in Air Teat ^Gas Service Teat In-floor Heat FinaE `HVAC Screening C/4Ila / c/ r For Office Use r9 11✓l 1 Permit#: /-5-S ./�� " s t f s ,4"',,,,, i + ,,,°' Permit Fee: I ()dill], EA .,, ,,, GAN Staff: Cbat _ �-�a Q RE- CEI VED f Payment Recvd: Yes o 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675-5694 JUN 05 2019 Plans: Electronic Paper buildinginspectionsta�.cityofeagan.com 2019 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 6/4/19 Site Address: 1090 Gemini Rd Tenant: CemStOne Suite#: it Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components ''x" Phone: .., � �, Name: .. y Zip: n1 Address/Cit / 1 A'•k Applicant is: Owner 1 Contractor Description of work: Demo existing, install new system to support storage demand e $165,000.00 7/15/19 v , � 5� \ Construction Cost: Estimated Completion Date: 4 4-ie' Viking Automatic Sprinkler Co C005 Name: License#: 4 e 301 York Ave St. Paul Address: City: vantractovzvw ro ift MN 55130 651-558-3204 �,� � State: Zlp: . Phone: iire Ryan Karrow ryan.karrow@vikingsprinkler.us „..,-..„,,,,•.“.4 Contact: Email: FIRE PERMIT TYPE 1175— WORK TYPE ✓ Sprinkler System(#of heads ) _New —Addition Fire Pump _Standpipe _Alterations I Remodel Other: Other: DESCRIPTION OF WORK: I Commercial Residential Educational FEES 1650 Contract Value$ x.01 $60.00 Permit Fee Minimum ad _$ 82.5 / _co, Permit Fee Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ r9.S o Surcharge $100.00 Residential New(includes State Surcharge) _$ / 17_2• --C-0 TOTAL FEE 3/4"Fire Iter- _$ 480 Fire Meter RadioRaditt.geattAlivirOowith Fire►yrs),-.$160 =$ 2,212.50 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeanan.com/subscribe. I 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 Building/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 in accordance with the approved plan in the case of work which review and app.'val• plans. X P AA) le-A'tz-k9x v mat Applicant's Printed Name Ap. i.-'is Si• ature j98� rx z Cis �� • -,&i,',-,•-'''' .p°< ^€� �1 ra t zur s � s r � c Rq k a3r , l�� � F ayg, . z sr a ,,•:'.4.,4,,,,,,,!:::,,!•.,•il-Y.,-„-.7,0,,,,,,,,:y.,:z.,!2::,..; -: -',/9... .--,-i/:,.. ' �4 >•'T.,:,a� an -s � 3 � fr • � . ,Kiri For Office Use � C(0Permit#: `�� la ����� Permit Fee: , EAGAN Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Payment Recvd: _Yes _No (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 I Plans: Electronic Paper Plan Submittal:eolansC8 citvofeacian.com L 2019 COMMERCIAL BUILDING PERMIT APPLICATION Date: 3/4/2019 Site Address: 1090 Gemini Road Tenant Name: (Tenant is:_New/_Existing) Suite#: Former Tenant: Name: Becken Family Properties LLC Phone: 651-688-9292 Property Owner Address/City/zip: 2025 Centre Pointe Blvd., Ste. 300 Applicant is: 1 Owner _Contractor Type.of Work Description of work: Installation of Racking System for storage of products Construction Cost $20,000 Name: Herc-U-Lift License#: Contractor Address: 5655 Highway 12 West City: Maple Plain State: MN Zip: 55359 Phone: 952-567-9754 Contact: Dave Trow Email: dtrow@herculift.com Name: Patrick Bergin Registration#: 45080 Architect/Engineer, Address: 2025 Centre Pointe Blvd., Ste. 300 City. Mendota Heights State: MN Zip: 55120 Phone: 651-686-4221 Contact Person: Pat Bergin Email: pbergin@cemstone.com •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. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cltvofeasian.comisubscribe. 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.aooherstateonecall.orq 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 Patrick Bergin (X ..., t Applicant's Printed Name Applic n ure "} /' m, ,-,, ,i e_04) 1 lS Gs DO NOT WRITE BELOW THIS LINE Ii SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration ApartM nts _✓Commercial/Industrial — Accessory Building _ Exterior Alteration-Comm rcial Apartments _ Greenhouse/Tent — Exterior Alteration-Public acility Miscellaneous Antennae WORK TYPES _ New 1./ interior Improvement — Siding _ Demolish Building* Addition _ Exterior improvement _ Reroof _ Demolish Interior Alteration — Repair _ Windows _ Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building i-give PCA handout to applicant —DESCRIPTION 41 L F{i l 'tb ST6 f kJ C, o S- 1 N A- Valuation 20 A B cct Occupancy �j MCES System j Plan Review V Code Edition 'it(S M FBG SAC Units (25%_100%2_/) Zoning 1 - I City Water ✓ Census Code Stories ( Booster Pump #of Units 0 Square Feet PRV #of Buildings I LengthFire Sprinklers ',I V Type of Construction If )°j Width REQUIRED INSPECTIONS Footings_New Building—Deck_Addition Drain Tile — Foundation _Foundation Before Backfill Retaining Wall — Vapor Barrier Erosion Control Framing 30 Minutes_1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof: Decking —Insulation —Ice&Water —Final Meter Size: Siding:—Stucco Lath _Stone Lath —Brick—EFIS Electronic Set of Final Revis Plans Windows Fireplace:—Rough In Air Test _Final Final/C.O.Required , — Pool: Footings —Air/Gas Tests Final ✓/Final i No C.O.Required — Final C/O Inspection: Schedule Fire Marshal to be present: '/Yes No Reviewed By: , Planning New Business to Eagan: 11 D 6W46V )) Reviewed By: CSM ,Building Inspector FEES Water Quality Base Fee 331 •2-5 Storm Sewer Trunk Surcharge I 0• ''" Sewer Trunk Plan Review Z7-46- CI Water Trunk MCES SAC — Street Lateral City SAC r Street S&W Permit&Surcharge Water Lateral Treatment Plant --_ Stormwater Performance Security Treatment Plant(irrigation) Landscape Security ,I Park Dedication Other: Trail Dedication TOTAL: If 541 •74- Page 2 of 3