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1200 Trapp RdCity of }1a�ali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 0166_ no ED ADR $ 2011 Use BLUE or BLACK Ink Permit #: //� Permit Fee: ! 5..•-•0 0 Date Received: Staff: 2011 COMMERCIAL PLUMBINV PER IT APPLICATION i1 Date: `t 4 • I! Site Address: R 00 I r4,, P e C/ �' Tenant: 1 (IS 4— C ifO V\ ,° ✓l/ Suite #: J PROPERTY OWNER Name: U /�,/ / (` r C/� �- C✓C V� I9'� phone:6P (Q �3— 070 CONTRACTOR Name: C bye Of c. Al t c a ,..,'(c License #: 18 1 6L Address: Phone: 57( q /4' )15bb+'!J 4i ty: Ac..i/ f _ state:/_� Zip:,5 ' %i e) 7 3533-3670 Email: ( &Iir ' u:v� ,s/fe'✓ .[R r TYPE OF WORK _ Description New Replacement _ Repair Rebuild Modify Space Work in R.O.W; _�° of work: (Q t, (t 49 5. n (C5 a-'"tcf®r a,�C 4a.. /75, I I c...-1- "&j_1115_ PERMIT TYPE COMMERCIAL Irrigation New Construction X Modify Space System (- . - yes / no) (_,_ RPZ / _ PVB) • • , Meters _ Rain sensors required on irrigation systems Avg, GPM, ., - . (2" turbo required unless smaller size allowed by Public Works) Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Avg. GPM Size & Type Fire: 1 High demand devices? _Yes _No Flushometers Yes _No COMMERCIAL FEES: $55.00 Minimum (includes State on ALL than $10,010, the surcharge Permit Fee Surcharge) OR Contract Value $ I �/06' 0 x 1% Required - If the Permit Fee is less o.. ci Permit Fee = $ �/1/./A- �r ' A new buildings and boulevard irrigation systems 4 = $ /,1l�// fit" Radio Meter Read the surcharge is $5.00 = $ f114" Meter(s) - If the Permit Fee is > $10,010, increases by $.50 for each $1,000 Permit Fee pal requires a $5.50 surcharge) = $ J State Surcharge (i.e. a $10,010-$11,000 Following fees apply when installing Call the City's Engineering Department, a new lawn irrigation system. $ ✓4'4 Water Permit (651) 675-5646, for required fee amounts. $ fr/A- ,./ A �/ Treatment Plant $ Water Supply & Storage $ I State Surcharge TOTAL FEES $ I a 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 w. will be in accordance with the approved plan in the case of work which requires a reviewand approval of plans. Applicants Printed Mine Applicants Signa 'FOR" USE Requiir nspei proved By: Under GroundRough In : A,ir;Test Gas Test . fine l PR. Req lire€ : —Yes Page 1 of 3 SEP, B. 2010 9:17AM FAX 763_367_5002 City of Eaall 3$30 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 NO. 0833 Use BLUE or BLACK Ink Permit #: Permit Fee. Date Received: Staff 2010 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: � Site Address: / 1 O 17?4P? #0AO Tenant: 0 ;RP ¶ C,2O N/'✓ /A/C Suite #: PROPERTY OWNER Name: 1/4'j7 [. e)//!^f „ /'t/G Phone: Address I City / Zip: L,2 C'Q %%ef/p!a i!740 .�!^' 7 , '- SS%2/ Applicant is: _ _Owner )C Contractor TYPE OF WORK CONTRACTOR Description of work 'i'9DC ROA' S /5/461 /rA✓ /4 'j OAP ?, / Construction Cost: / °%1 71' Estimated Completion Date: ,,,j/'.fie Name; SZ6tf'ZEX /'P✓N GG License tt' C £ %� Address: rea 4/'P j /Q// City' )///yeti, State: %%9''t/ Zip; SS YV Z- Phone: 763 - Contact: girt /711L Email: la1///ems FIRE PERMIT TYPE Sprinkler System (4 of heads 6.51- ) Fire Pump Standpipe Other: _ WORK TYPE New Addition _ Alterations • Remodel Other: DESCRIPTION OF WORK: Commercial Residential _ Educational FEES $55.00 Minimum (includes State Surcharge) OIC Contract Value $.1j,7.3 a $ 477 - If Perm_ti Fee is less than $1,000, surcharge is $5.00 - IfPet►Ii Pee is' ''$1;400, surph$rgq Incyeasea by $.60 for each $1,poo Permit Pee (i.e. a $1,4171-*:4doa P&nsit Fee requires a $1.00 surcharge). 3/4" Displacement Fire Meter - $203.00 20,2•.311 x 1% Permit Fee state Owtripme TOTAL FEE Fire Meter TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply fora 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 ttie 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 x Applicant's Signature .SEP. 8.2010 9:18AM FAX 763_367_5002 NO. 0833 P, 3 CALL BEFORE YOU GIG. Call Gopher state One Call at (651) 454.0002 for pmtection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.000herstateonecall.org FOR OFFICE OSE REQUIRED INSPECTION'S Hydrostatic Trip Conditions Of Issuance: 1oyl! Narfn, 10'iar1p Testi Drain Test Central Station RaUgh In, 'Final Dater,, / 1l 9 1,, d- City of Evan 3830 Pilot Knob Road Eagan MN 55122C k&c. AUG 0 4 REC1 Phone: (651) 675-5675 Fax: (651) 675-5694 Permit #: 96:300 Permit Fee: 2q 6 ( ) Date Received: Staff: 2009 MECHANICAL PER IT APPLICATION Date: i�' A - 1 0 Site Address: i oC 00 + e % Oec Tenant: -J Suite#: RESIDENT / OWNER Name: i3;, J `4- C rOnA vl--- Phone: fe ea 4 313-- ebelD Address / City / Zip: 1 O 0 Trek o*uo(r' - 5�3'/A / CONTRACTOR A a.h're- ( License #: Name: CO 1?".1 c.ci'l �J� Address: r'i 1./ kJ, f % /5 J7oy0 A-vt. / ' //��� �g` City: he, w C-- State:/ t.1(/ Zip: vJ a1. U �U -=?07D Phone:703-,�3530O Contact Person: .e -t_ Lo ,Lv► "- TYPE OF WORK 4 New Replacement Additional Alteration Demolitionn. f `� 49 /' -' K v4 € NOTE Bot roo mounted and gro nd mounted'mechanical equrpr e i f s.re`quIr edi toy b sc eneedd @ arty odes 'lease Contac the Mocha scall Inspector'0, @ t � ti a,_..... ... Planners orrrnformationonpermittedscr :en r g eat.,v r . PERMIT TYPE RESIDENTIAL Furnace COMMERCIAL New Construction Interior Improvement J Install Piping _ Processed Air Conditioner Gas >= Exterior HVAC Unit Air Exchanger _ Under / Above ground Tank ( install/ _ Remove) J Heat Pump Other — **When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes out appliances, ductwork, etc.) (includes $.50 State Surcharge) $.50 State Surcharge) $ TOTAL FEE $90.50 Fire repair (replace burned COMMERCIAL FEES: $70.50 Underground tank $50.50 Minimum (includes installation/removal OR State. Surcharge) surcharge is $.50. increases by $.50 for each Permit Fee requires a $1.00 surcharge). Contract Value $ 29e, ern) x 1% =$ i QO Permit Fee - If Permit Fee is less than $1,000, F = $ ° 5-0 State Surcharge - If Permit Fee is > $1,000, surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 70 - $ TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance wtth tine ordinances and codes of the City of Eagan, that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed'Name CITY OF EAGAN WATER SUVICE PERMIT 3830 Pibt.Krwb Ro+d PERMIT NO.: ~ P. O. Bcx 21198 • Epan,-#M DATE: ~ Zo„inp; 1 `4 r. ''pus Corp. Hp, of Unih: ~ ~ Addews. ~ e r I nc'. 1200 'i'ra; p ?;d. L1,_, _ S~h Addrrn I ~~r 'nwler Co-.~~pa ~ Stze: Ltt 10.101Dd ! R.adw No.: . 50pty I' nM~ ~M of ;~W 6. ~ ~ r,-i E . chargm Total: o~. o+oie: - s - 8 Br ~ ~ ~S" ! oate of I rxp.: ~ ~^~p•c ,L~~--r 4-v5-a ~ ' CITY OF EAGAN flWER SoYICE PERMR i 3830 Pilot Knob Rwd e 514 ~ P. O. Box 21189 PERMIT NO.: Epsn, MN 55121 ~TE: ' -~j v ~ Z.a+inoc IND. No. of Units: ; OwrMr QPus Corporat n i ~ AA4M= aPP • , 7 -1,4,35,36 °.a,c Ctr nd P .-7 SI» Addrost: Plurnber. owler Compgny w_ 6 P ~ I op" b w.ql/ wM Mn Cbr oi g.w. Corre.tion O+orws 12, 350 . 04pd Aooount Drpait: i Or~l"w~' Rrmit Fee: ) Q . C}l?ptl _ ~ ~ Surchan"; . Supd BY Mlsc. Choro" Dote of Imp.: Totol: ` Irdp.: Dota Pold: ' CITY OF EAGAN sma SoraCE PERMIT 3830 Pilot Knob Roed • P. O. Box 21198 PERMIT NO.: Esgan. MN 55121 DATE: ` ( Zorirq; TT°~';cTqT Na of Unih: pwMr CLntia orpnration Addross: ! Si» ~~I*)nr, TraRd 11 34,35 3E, F.ap Ctr Ind Pk 1 Plurnb~r. Cr•ir,paeny - i 1 MrM N0 If wIN 1w CMf oi so"n ConrncNon Chari;W. llocanrt Deposlf: Pemdt Fee: liJ.00F~ 5"rd'°rp'c . . . gy Miu. Ciarpm ~ DoM of Irop.: Totol: ; Insp,; Doh PWd: ~ a+f:Y" . . . . :sw.~•, +e ~ . ti -~~.,r~..-.'rb . . ~ . . -.:~c~v .,air^. +f ~-~...~-a~y+-t•.. . . . . 3830 Pilot Knob Rasd P O. Box 2G-A1 9, Eagan, MN 55121 NQ 12248 PHONE: 454-8100 BUILDING PERMIT IripROVEMENTs Receipt # To ba used tor OFC/WHSE Est. value $550,000 pate JULY 10 1g 8 6 Site Address 1200 TRAPP RD Erect O Occupancy B2 Lot 1. 2~hiack 2 Sec/Sub. EAGANDALE CTR Remodel ? Zoning pat4,1 pj,5 • 36 IND. PARK Repair ? TyPe of Conac I IN Addition ? No. Stories a a Name NW MUTUAL LIFE INS CO Move ? Length ; Address 8400 NORMAIVDALE BLVD Demoiisn ? Depth ~ BLMTN Int Impr. ~1 Sq. Ft City Phone Install ? o Name OPUS CORP /1pp?ovals Fees U° Address 9 9 O O BREN RD E Assessment Permit $1, • 00 ~ city MTKA Pnone 936-4451 (DAVE water& Sew. Surcharge 275.00 Police Plan Review~~00 ~ W Name H~T ~ Fire SAC = Address ~ n Eng. Water Conn. W i City Phone Planner Water Meter CouncPt Road Unii I hereby acknowledge that I have read this application an state thatihe gldg. Off. 7/8/86 Tr. PI. in(ormation is correct and agree to comply wit all a plable State of Minnesota Statutes and City of lagan Ordina es. APC Parks 1 Signature of Permittee + Var. Date Copie ~ . 0 0 OPUS CORPORATIO Total A Building Permit is issued to: on the express condition that alf work shaN be done irt accardance wittf,f!! appJicable State.QiA{irinesQta Statutes and City of Eagan Ordinances. Building Official , l: - - - - - PKmN Na PKxt Ho1dK Date TNophoM N PlumWn4 H.V.A.C. / ~ l IG / Ebctric BoMmw ImPcllon DaM Imp. Comm~nb FootMqs I FoolMrps 11 Foundadon Fnminp RoWlng Rouph Pft. Rwph Mg. In" FInPWe FNW Mlp. FhN Plbq. Cldp• Fk'N Cat. Ooe. Doeic Fty. Dwk Frnp. DNqlbo LoCiM0n: w.a Pr. oisp. . ` . ` . , :t r ~ •~r PERMIT • . MECHANI4AL. PERMIT RECEIPT # ' cm of E?GAN 3830 PILOT KNOB R~J1D, EAGAN, MN 55721 DATE CONTRACT PRICE 200, OUO PHONE:454-8100 0~. Site Address 1,00 'i ra F cI I B~. TMPE WORK DESCRIPTION Lot' 81ock ~ Sec/Sub y , ~ Name ~%=neral 5heet :,eta1 Cc~ro. Mu(t Add on ~ m 233U Louisi::r.a rlve ti ~ Address Comm. Repair ~ Cfty :iinrLeapoliVhone 544-8747 ~er Neme 0 us Cur). FEES ~ ~ Address Bren ~ RES. HVAC 0-100 M BTU -$24.00 C) City Ntka, Phone ADDITIONAL SO M BTU - 6.00 ADD-ON AIR COND. 0-24 BTU - 12.00 TYPE OF WORK ADDITIONAL 6 M BTU - 6.00 GAS OUTLETS - 1.50 FA Forced Air M 8TU COMM/IND FEE - 1% OF CONTRACT FEE Boiler M BTU MINIMUM - RESIDENTIAL FEE - 10.00 Unit Heater M BTU MINIMUM - COMM/IND FEE - 20.00 Air Cond. M BTU STATE SURCHARGE PER PERMIT - .50 Vent CFM (ADD $.50 S/C IF PERMIT PRtCE GOES BEYOND 51,000.00) C3as Piping Outlets # Other FEE , s~~ SIQNATURE OF PERMITTEE ' TOTAL• FOR: CITY OF EAGAN . s(r - ~fj° ~ _ ~ .l.ct~~ " ~ ~ . . , ' ~ cinr oF EaGaN 11679 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 , PHONE: 454-8100 BUILDING PERMIT Receipt # ~ To be usad lor FOUNDATION Est value • Date MMCIi 25 19 fi6 Site T "T 1200 TRAPP RD Erect C* Occupancy B2 Lot ! !'k 1 2 secisub. EAGANDALE CTR Remodel ? Zoning LI P2rCe o. o j1VD pK #1 Repair ? Type o1 COnst T T ti Sno r wiK Addition ? No. Stories ~ W Ne~ NORTHWESTERN MUT' L LIFE Move ? Length - 8400 NOF.I~iANDALE L.AKE BLVD Demolish ? Depm o Address Int Impr. ? Sq. Ft city HLMTN phone 921-2100 Install O g Name OPL1S CORPORATION ApPr°Yals Fe" 0 i nddress _-P. O. BOX L#) Assessment Permit $ 15.00 ~ City NPLS pnone 936-4451 Water & Sew. Surcharge Police Plan Review ~ = Name Fire SAC Address Eng. Water Conn. g W City Phone Planner Water Meter Council Road Unit I hereby acknowledge that I have read this application and state that the Bldg. Off. 3~21/ S Tr. PI. information is correct end agree to comply with all appli ble State ot Minnesota Statutes and City of Eagan Ordinanc APC Parks 5ignature ot Permittee ' `-~r. Date Copie . u Total A Building Permit is issued to: OPUS CORP on the express condition that all work shall be done in accordance with all applicable State ot, yMinesota Statutes and Clry ot Eagan Ordinances. Building Oflicial k. G i ` -r~ i P~g PwnMl Na P~rmN FlokMr DoM TMpAom 1 I M.Y.A.C. II IEI@ctft ~ I Solmw I~rp~etlon DaN Imp. Camnenls FooNng•' Footlnpsll Founddloe I FnrNnp ROO" RouYh Pft Rouyh l1q. InMtl. FYrpIKs Flnal Mfp. FNaI Plbq. Bldp. FN1M CWt. Occ. Dor.lc F19. Dock Fnnp. VM~A Pr. Dhp. CASH RECEIPT • CITY OF EAGAN 3795 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 ATE 19 RLGtI V LO ~ FROM i~ AMOUNT $ 4 DOLLARS aa ? CASH ? CHECK ROR ~ .~r . . . FUND CODQ AMOVNT c/ t/ Thank You . 61820 `G 4Vhite-PeYen Copy Yellow-Posting Copy Pink-File Copy CITY OF EAGAN • 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 (81~ tJ ` t PHONE: 454-8100 BUILDING PERMIT Receipt # i 7o be u"d tor , Est Value $1,7 50, 00Cbate A i' T 1 , 19 r.iti z Site Address Erect 11 Occupancy Lot ~ y Z fBbck Sec/Sub. EAGAI4I1AI,.E CTi? Remodel ? Zoning p~r". & S h ZiiD ?ARli Repair ? Type ot Const K Addition ? No. Stories Name ."I'r ` L L Z FE Move ? Length ~ S='!~iJ .~UR:'•ir9,ND],LE Demolish ? Depth 3 3 o Address ' Int Impr. ? Sq. Ft ~ n City PhOne Install ? c; C, r O 0 C) APProvab Fees = o Name _ ~ i Address ' 150 Assessment Permit , J 3 6 . G0 ~ Ciry Phone j j `5 - 44 51 _ Water & Sew. Surcharge ' ~ • ~ Police Plan Review 2 0 tju W W Name . Fire SAC 1-4 950 . 00 ~ n ,4ddress Eng, Water Conn. + A ' zW City Phone Planner Water Meter Council Road Unit 5,324 . 06 I hereby acknowledge that I have read this application and state thatthe Bldg. Off. 4/ 17 /d Tr. PI. 4 , 056 . 00 information is correct and agree to comply with all applicable State of Minnesota Statutes and Ciry of Eagan Ordinances. APC Parks 5,332.01.) 1lar..Date Copies Signature of Permittee TOt81 ~37,374• v V A Building Permit is issued to: v?U5 CURPQ!PATrOA on the express Conditlon that ! all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official ~i ~ , Pem~N No. P~ Ho1dN DsW TNephoiM M PlwnbNq ~ - N.KAyC. Eiock someraL 'W k r 7/J% ~ Impectlan DaN Imp. ~ CanrNnls W°finpt I M0 Yl Ia O tl - A~ - F°°tl"q' ll - Foundatfon FramMy Rooifny ~ Rouyh Plbp. Rougn Hro. ' . ~nsuL + • t • ~ Fireplace FInN Hlp. Final Plbp. Bldp. Flnal CMt. Ox. y ? Doek Ftp. • ~ ~ Deek Fnmp. Wdl Pr. Disp. V ~ i 1 0 77777, ' ~ - ` Q,~~ ~-r-~t" . • r~' ~ . s ~ a ; . . ~f . - PERMIT N~. , PLUM8IN(i PERMIT RECEIPT # CITY OF EAGAN ~ 9830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE CONTRACT PRICE PHONE 454-8100 Site Address BLDGi. TYPE WORK DESCRIPTION LotL,--Block _"e, Sec/Sub New m Name Mult Add-on ~ Address Comm. Repeir c Ciiy Phone '7 ` j Other Name - L~ NO. FIXTURES TdTAL ~ Water Closet - $3.00 s 3 Address Bath Tubs - $3.00 p City Phone ~a vatory - $3.00 ~hower - $3.00 FEES Kitbaen Sink - $3.00 1 COMM/IND FEE - 196 OF CONTRACT FEE Urina11$Idet -$3.00 Laundry Tray - $3.00 MINIMUM - RESIDENTIAL FEE -$10.00 Floor Drains = $1.50 MINIMUM - COMM/IND FEE -20•00 Water Heater -$1.5p STATE SURCHARGE PER PEFiM1T - •50 yyhihpool -$3.00 (ADD $-50 S/C IF PERMIT PRICE GOES Gas Piping Outlets BEYONO $1,000.00) Softene? - $5-00 weli - $10.00 , Private DisD:- $10.00 Rough Openings - $1.50 SIGNATURE OF PERMITTEE pEE; % . ; STATE 3/0. FOR CITY OF EAGAN C3RAND TOTAL: ` .~w . f-lbl . 04 ~ ' I1 fr1 b . ' ' . . - . . , . . ' ' . , , • !C,1 . , .t- - . . _ . i ~ ~ „ • ~ ~ . . ~ 1 .4 ~ , , ~ ]l: ~ ~ . ~ ~ ~ - INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: 1 1 Q F, Eagan, Minnesota 55123 Date Issued: o' ~ /01' (612) 681-4675 SITE ADDRESS: APPLICANT: ,,Ij,,,l; i,r~il~ !~a~l~.~I.I;~f I H~ I.'1 PERMIT SUBTYPE: TYPE OF WORK: r4 ,i I~,,;Iri~N INSPF-CTION D• • D• ' Permft No. Permtt Holder Dste Telephone N ' S/V1l I a PLUM8ING ~ 4! f13. ~ OL~3 HVAC ELECTRIC I I ELECTRIC Inspsctbn Dft Insp. Commwts ~ I Footings I Foundadon I Framing ' Roofin9 i Rough Ptbs. . v R°ug" Ht9. > /j s (q/7 r9 GGvan& ~sW. "Z ~~93 Fireplace I ~ Fnal H?g. 3/3 717/53 Pew/,94 l Orsat Test I i ( Rnal P". ~ Plbg. Inspector - Nofily Plumber I ~ Const. Meter ~ EngrJPlan Bk)g. Final 'I~1~.~ Dedc Ftg. ~ I ( Deck Fnal ~ Well Pr. Diap. I ~ - - - - ~ ~ y'~i/ CITY OF EAGAN ~ .1 J ~ 3830 Pilot Knob Roa HONE 454-81 09, Eagan, MN 55127 N / 12248 BUILDING PERMIT IMPROVEMENTS Receiptx Tobeusedlor OFC/Y7HSE Est.value $550,000 Date JULY 10 ig 86 SiteAddress 1200 TRAPP RO Erect ? Occupancy B`' Lot 1• 2•glock Z Sec/Sub. EAGANDALE CTR Remodel ? Zoning LI par4g Qo5 , 3 6 IND. PARK Repair ? Type of Const. T TN Atltlition ? No. Stories 2 w Name NW MUTUAL LIFE INS CO Move ? Length 3 Address 8400 NORMANDALE BLVD Demolish ? Depth o Int. Impr. ? Sq. Ft city BLMTN Phone Insfall ? o Name OPUS CORP Approvals Fees ou 9900 BREN RD E Assessment Permit $1,558.00 AddreSS • Ciry MTKA phone 936-4451 (DAVE WaterBSew. Surcharge 275.00 Police Plan Review 779.00 a F w Name HUNT ) Fire SAC ~ i Address Eng. Water Conn. a w Ciry Phone Planner Water Meter Council Road Unit Iherebyacknowledgethatlhavereadthisapplicationan statethatthe gldg.Off. 7/8/H6 Tr.PI. information is co~gc~e to comply wit all a pl' able State of Minnesota Statu es and City oi$ gan Ordina es. APC Parks Signature ol Permittee Var. Date Copies-, 00 OPUS CORPORAT Total A Building Permit is issuetl to: on the express condition that all work shall be done in accord it applicable Sta ne Statutes and Ciry ol Eagan Ordinances. Building Otticial CITY OF EAGAN nJ 0 11679 „ 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Aeceipin ~2 027 7obeusedlor FOUNDATION Est.value ' Date MARCH 25 1986 Site 1200 TRAPP RD Erect Occupancy BZ lldress ~ Lot g~ock' 2 Sec/Sub. EAGANDALE CTR Remodel O Zoning LI -3~J 3b IND PK #1 Repair ? TypeOf ConSt TTN CPRTNj( Parcel No. ~ Addition ? No. Stories NORTHWESTERN MUT'L LIFE Move ? Length W Name Demolish ? Depth 3 Address 8400 NORMANDALE LAKE BLVD ~nt~mpc ? Sq.F~ ° city BLMTN phone 921-2100 Install ? ~ OPUS CORPORATION Approvala Fees i o Name oa nddress P.O. BOX L$1 Assessment Permit $ 15.00 ~ Ciry MPLS phone 936-4451 WaterBSew. Surcharge Police Plan Review F w Name Fire SAC ~ i Address Eng. Water Conn. i w Ciry Phone Planner Water Meter Council Road Unit Iherebyacknowledgethatlhavereadthisapplicationandstatethatthe Bldg.off. 3/21/86 Tr.PI. iniormation is corre e to comply with II appli ble State of Mmnesota Stawtes and Ci oi 9an Ordinanc APC Parks Si9nature of Permittaa ' ~ar. Date Copies.$_~O Q ~ S Total A Building Permit is issued to: OPUS CORP on ihe express condition that all work shall be done in accordance with all applicable St esota Stat es a i of Eagan Ordinances. Building Oflicial u ~r" ~ CITY OF EAGAN N 0 11820 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE:454-8100 BUILDING PERMIT aeceiptp Tobeusedfor OFC/WHSE EstValue $11750,OOOoate APRIL 17, ,1986 SiteAddress 1200 TRAPP RD Erect Occupancy B-2 Lot 1• 2•&ock 2 Sec/Sub. EAGANDALE CTR Remodel ? Zoning T 1 AtiA5o.& 36 IND PARK Repair ? TypeotConsl TTN SPRTNK Addition ? No. Stories 2 a Name NW MOT'L LIFE onove ? Length = 8400 NORMANDALE Demolish ? Depth o AddreBsLMTN Int Impr. ? Sq. Ft~~ Ciry Phone Install ? 86,000 a Approvals Feea o Name OPUS CORP a,ddress P•O. BOX 150 Assessment Permit $ 4,558.00 ~ City MPLS Pnone 936-4451 WaterBSew. Surcharge 875.00 ~ a Police Plan Revie~ L 2 79. 00 w w Name Fire SAC 14,950.00 Address ~ ~ i Eng. Water Conn. N A a w Ciry pnone Planner Water Meter N A Council Road Unit 5, 324 . 00 Iherebyacknowledgethatlhavereadthisapplicationandstatethatthe B~d9 4 1~ 86 Tr.PI. 4,056.00 information is correct ~g~ to comply wnh al applica le State ot 5,332.00 Minnesota Statutes a d Ci y of E n Ordinance s APC Parks SignaWre of Permitlee Date Copies 7otal $37,374.00 A Building Permn is issued to; OPUS CORPORATION on the express condition that all work shall be done in accordance with all applicab4e St of Minnesota Statute nd Ci of Eagan Ordinances. Building Official Repue i Data Fira . Roug~-in Inspx~ion ' ^ I Fequi ? Reeay Now Etl- ill Noary Inspenor / es G No When Reetly9 I T/licensed contractor O owner hereby request inspection ot above electrical work at: JoD FOaeess (Sueet Boy or Routa Na I Gty ia o o Tgw Senion No. Townsnip Neme or o. Ran9e No. CoumY OccuOaqINT~ Phone NO ieD . O P, oN~vJ Power $uppher ACtlress . ConvacrorS License No Elecmcal Gomrecwr (ComOany Name) ffl,j-4- E i Mailing Atlaress IGOnt:ac;or or prvner lAaBing Installa0onj .0. ~n 317 ~ k.Ekf' • SS 4.3 AWnor¢eG $iS^awre trenor ner M a~ Phone NumOer ` d- 93 g-/ 970 MINNESOTA 5 TE BDARD OF ELECTRICITY THIS INSPECTION REWEST WILL NOT Grlygs-MlCway Bldq. - Hoom 5-113 BE ACCEPTED BV THE STATE BOARD . 1821 Univarslty Ava.. SI. Feul. MN 55100 UNLE55 PROPER INSPEGTION FEE I$ Phone161216<]-OBO0 ENCLOSEO 'REQUEST FOR ELECTRICAL INSPECTION EB-00001-08 gr i See mnmceons for compienng Uis lorm on back ol yellow copy "X" Below Work Covered by rhis Request L27385 ewAtltl Rep TypeoBUiltling ApphanceSWired EquipmenlWiretl Home Range Temporary Service Duplex Water Heater Eiectnc Heating - Apt. Butlding Dryer Other.(Specity) Comm./Industrial Fumace Farm Air Contlitloner Ofier(suecdy) ConVactor5 FemaBr - Compute Inspection Fee Below: # Other Fee # ServiceEntranceSize Fee # Circuits/Feeders Fea Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 _ Amps 1Abovej_Q0_ Amps 1 SignS Inspenors Usa Only: T TAL O ~ r, Irrigation 8ooms ~~,JO , ~J Special Inspechon Alarm/CommunicaLOn THIS INSTALLATION MAV BE ORUERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS.,..( I, Ihe Electncal Inspector, hereby Aougnio ate ' certify Ihat the above inspection has F,nai _ been made. ~ OFFICE USE ONLY This requesl voitl 18 monIDS Irom This requesl voiC 'a 18 nnnNs 1rom C 18 5 31 ~a! 3 4: ~ e-~ P~ 3 ANnvest Dato ' Fiie No: RouPh-in [nsperlion Repu~red7 E]Reatly Nuw Q Will uly, Inspec- Ci ? Ves No 'or When Heady t&licensed Electncal Conlractor I hereb y requB3t IOSpBCM1On ol BCOVB ? Ow^er elecvical work installad nt' Street Address, Baa or Roure No. City ecU o. Townsh~p ame or No. Fa g No. County OccuVAnt(PflINT) Ph n¢ No. ower Supolier Address ~ Ele v al Con[ra or (C pany Name) Contrar.tor's Locense No. 3 I 3 . 'Z-- M, IinB AdJress 1 on[ra or ~ MakinP lnsiailapiq _ thorize SiP~atwe wqmvactor Ow e Ma/ iny I tallaLOn9 Phone Number ~fCX 84 / / MINNESOTA STATE HOAflD OF ELECT ICITY TNIS INSPECTION flEQUEST WILL NOT Grie9s-MiAwav Bldg. - floom N•191 BE ACCEPTED BV THE STATE BOAND 1821 University Ave.. St. Paul, MN 55104 UNIESS PNOPEA INSPECTION FEE IS Phona (612) 297.2111 ENCLOSED. SpL //Y6 ntuutbi tUH tLECTRICAL INSPECTION dr% ~3~1-0< 0 Sea ins[ructiens lor completing tM1is form on bnck of yellaw copR ~ C~~ "C-~? 5 3 1 ""1(" Be/ow Work Covered by lhis Request Add Neo. Type ol Bui1Ein0 ApOliancea Wired EquiVmeni Wved Home Ranye Tem{mrary Service Duplea Water Heater Lightiny Fixtures Apt BUilAmg Dryer EleclriC Heatin CommerCial Bldy. FumaCe Silo Unluader IndusVial BIAg. Air Conditioner BWk Milk Tank Farm Otnr~ Peu v tnor ISnr.nlvl ~ er Sucv Y iher Oih¢r 94 ompute lnspection Fee Below N Fea ServiceEntrenceSrie n Feo re„aa,sis.me»da.s K Fnx Circwts U to 200 qm 5 0 to 30 Am ps 0 co 30 Am s Above 200 qmps 31 to 100 Antps 31 to 100 qm y Swimming Pool Abave 100_Am s Above 100_Am>s Transtormers Irriyation Booms Pdrtial.'Olher F e SignS SpeCial hispeCtion / Nem~~ks S ~Q TOTAL FEE;.,, ~ C/A Rouph-in ~ ate the Electncal ~ O nspBGtoq hereby Final aendV thet the above inspection hes been ~ ~ea. mis repueai vmO 18 monlM imm ihi5 rr:4uest void 18 montAs Irom /3 , 3 ' ~ ~G~- Uw , •f~~ C 12652 z~,a, 35-,,-3 6,g~-i~=s~ 00 Renuest Uatev ' Fre No. Rouph-in Insoer, n ' Reqmretl~ ~ ]FeaAy Now Will Nou1y InsOec- ' ~ ~Yes No lur Whmi q¢ady Licansed Electncsl ConVactor 1 here y repuest inspection uf ebove Q Owner elechicnl work installad at: Sveet Addres~. ox or Route No. Cuy ection o. Townshtp Namc or No. RanBe No. Coui y OccuVa_nt i MINT) Phmne Nn. Vower Supohet tlAress A (9UO ~$ZC- Ele Con[rnctor ICom~anV Nnmel ~ Contr»r or's License No. it;/A A / sl.G' L Ma pine AOJress ICon~ cmr or Ownar Makine ~~swilati . J -7 > ~ 3 v[horizeSiB~amm (C n ractodOwne~ Makm slnst a l on) Phune Number ~ ~ MINNESOTA STATE BOARD OF ELECT ICITV THIS INSPECTION HEQUESi WILL NOT Gri09s-Mitlwav 91dB. - Aoom N•191 BE ACCEPTED BY TME STATE BOAND 1821 Universitv Ave.. St Paul, MN 55104 UNLESS PqOPER INSPECTION FEE IS Phone (612) 297.1111 ENCLOSED. n4 /3 ~ neuutsi FUA ELECTRICAL INSPECTION EB-00001-0 See instructions br completirg this form an back of vellow copy. ~i3 V 1.6 ~2 - "X" Be/ow Work Covered by Ihis Request6_~~_& 0.Ad fleD. Tvpe ol Burltlin9 APOImn<ea WireA Equiument Wired Home Range Tenipora,y Service Duplnx WaCer Heater Liqhtfny Fixtwes Apt. Building Dryei EIeC[ric Heatin Conunercial Bldg. Furnace Silo UnWaAe,. Indus[rial BIAy. Air ConAitioner Bulk Milk Tnnk Farm O~h., peci y .~her ISnec~f~l ~ ,r uecilv ~hcr p ompute e Inspection Fee Be/ow p Fee ServmeEMrencaSize b Fae Feetlers/Sublertlers b Fer Cirw~ts 0 ro 200 qm is 0 to 30 qm s 0 to 30 Am s Above 200 qmpy 31 to 700 qmps 31 to 100 qm s Swimming Poal Above 100_Amps Above 100_Am)y Transrormers Irrigation &ooms Parual."Other Fee Signs Speciallnspection ' - Aemiirks ~ TOTAL~FE~~ Aouon-in - pa~ S / ~I. the Elec rt ic Inspector, M1eleby ` cerhfy thnt tha abova p Final inspectmn hes bean Tbis repuesi va1018 monfia tmm 18~mon hs from~d -7Z D 1010 Requast Date ' fvdNO. Roup~-vi risuer,tmn Renufretl E:]fleady Now Q Will NoGfy Insoec- ?Yes No tor When Heady Licensed E ectncal Contracmi 1 hereby reVUest mspaction o1 obove Ownyr elechicel work enstalled aC S173 Ad,~.cssa r outa C,Iy a.f ~ /eZ.oC Q 4 ~1. ectron o. Township e or No. Range No. Co Occupnnt (PHINT) p e No K / .S / Power Supplier Atltlress Elect i, I ConU cta~ny N~ el ^ Contr tor's License No. tc r,. ~c. -D Mailmq AdJ,ess ICont~avtorn~ Owner M mg I IailaGOn 00 uthn ed SiBnamre ( rac u/ ner Makind I la atm Phune Number -.1>s MINNESOTq STATE e D OF ELECTRICITY THIS INSPECTION HEUUEST WILL NOT Griggs-Mitlway Bitlg. Noom N-191 gE ACCEPTEO BY TME STqTE BOAflD 1821 Universitv Ave.. SL Paui, MN 5510~ UNIESS PNOPEX INSPECTION FEE IS Phone 16121 6420800 ENCLOSED. S/,,,ncuutai run tLtGIXIGAL INSPECTION EB-00001-06 Seo mshucpons lor complr-infl lhis form on back ol vellow copy. y p1~t~1 ~ / D1 O D0 X Below Work Covered by 7his Request PVsvjAddj Rep. Typa of e,,;ieioy ApolionceeWnee Enuh,n,eev wi.ed Home Range Tempotary Service Duplex Wate, Heater Liqhtiny Fixtures ApL Buflding Dryer Electric Heatui CommerCial Bldy. FumaceSilo Unloader InduStnal Bldy. Au Condrtioner Bulk Milk Tank Farm Oth, ore~ v Oin,v t er Sueci v tncr Oihi:r M V {I ~ ompute lnspection Fee Be/o - N Fee ServroeEnhence5ize b Fee Fexders/Subfexders fl Foe C,rcwfs 0 to 200 qm 5 0 to 30 Am s 0 tn 30 Am s Above 200 q~r~py 31 to 100 qmps 31 to 100 qrn s Swinuning Pool Above 100_Amps Above 100_P.mps Transrormers Irngation Boorr's Partial.'Oth e Signs Sp¢cial InSpection Rem~rks / 5is00TOTAL ~yp N Lt cw/ 6~ h. YCOCa - W Rouph-in D:ne & I, Ihn Eleclrical / ~ -/i0 ~~ISpOClOl, hBrrFB~y cartdy thnt the ebova inal ' D'itr inspaction has been ~ae. mie repuest volO 18 momlu imm This 1:9uest void -7,oc- _ O ,S O C l'" ' 1/i~L.. 1 lL~ 18 nwnlhs Irom •ft~.1-2674 ~3 3 - I Request Uate ire No. Rouph-~ilnrcueruon ~ ~ PeqmreA? I^fleatly Nuw ? Will Noli(y Insuec- ?Yes No T~ IorWhenReady lfiensed Elecvical ConVactor I hereby requast inspection oi ebove Owner O v e nlechicel work installed ai. J Strei~ Address, B x or Route No. CIry o a T,e.a FA G,r ~ ectmn o. Township Name or No. R;mge No. Counly i9/<dTA Occupdm (PFlINT) Phone No. c2/~ G Power SuVf/plier AJdress r EI¢cb.cal C ctor ICompany Nam Contractoi's License No. A o ~ MaJmp Ad ess ( on[raclor or Owner MaCig InstailaLOn1 77 z- a S-S 7 n,AuIh.r,cdI SignaWre ( nvactodOwncr M:ikin - t la n) Phon¢ Nomber MINNESOTA STATE BOARD OF ELECTqI ITY , THIS INSPECTIpN REDUEST WILI NOT GriB9s-Midwey 91A0. - Noom N•191 BE ACCEPTED 9V THE STqTE BOARD 1621 University Ave., St. Paul, MN 55104 ' UNLESS PNOPEfl INSPECTION FEE IS PM1nnw 18121 291-2111 ENCLOSEO. REQUEST FOR ELECTRICAL INSPECTI ON ee-wiwi.oa 1 See instructiens for comOletilg this form on beck of vallow copy. ~ ~6-1317 ~ . ~1 C_ Jlip X" Be/ow Work Covered by Ihis Request Fdtl Rep. Type ol fiwltline Aoulmncna Wired Equipment Wired Home Ranye Tempprary Service Duplex Water Heater Lighiiny Fixnues Apt. Buildmg Dryer Elec[ric HeaLn Commercial Bldy. Furnace Silo Unloade, InduStrial Bldg. Air CondiGOner Bulk Milk Tank Farm Othei nec v Oihcr ISnrr,ifvl ~~cr Suocily t er pihir ompute lnspecbon Fee Belaw N Fee ServiceEnLencaSize b Fee Fendms/SUbleeders K Fen Cvcurts 4 0 to 200 Amps / 40 0 to 30 Am ps 0 tn 30 Am s Above 200 Amps 31 to 100 Amps 31 to 1 00 Am s Swinvning Pool Above 700-Amps Above 100_Amps Transformers Irrigation BooniS I Partial"Other Fee Signs Speciat Inspection S 33 u Aemirks TOT FEEL flough-in Dutc I. t e Elec al Ins , ~e~eby Final certify thet the abovo el~~ inspecoon has bean J( mude. " -uasivoitll8mantlulrom '•~S ~/o REQU[ST FOR ELECTRICAL INSPECTION • ee-oucwi-oa See instructions'lor complatinB this farm on Eeck of Yellow copV. /.C C n r~ g X"" Be/ow Work Covered by Ihis Requesl ep ~~~°Q Naw4Addj fleo. lvoe of BwlCinp AoDhoncee Wired Eqmument Wved Home Range Temporary Service Duplex Water Heater Lightiny Fiztures Apt. Bwlding pryer Elec[rnc Heabn Commercial Bldy. Furnace Silo Unloader MAustrial Bldg. Air Conditioner Bulk Milk Tenk Farm Otne, oeci v ISmer.iiyl ueu y Ot er OthCr ompute lnspection fee Below p Fee SaroiceEnhenee5rse M Fea Feadars/Subfaeders b Fen Cvcwts 0 to 200 Am s 0 to 30 Am s 4% - 0 tn 30 Am)s 44 Above 200 Amps 3 $-31 31 to 100 Amps q59~ 31 to 100 Ai s Swinunin Pool /2 74 M Abave 100_Am s Above 100_Amps Transrormers Irrigation 8ooms „$O Parual.'Other e ` Signs Special Inspection S/oo~ Penarks TOTAL EE / qoyBh-in Date ' I. the Ele tnc . ~ ~ Inspectoq hereby 71 certily Ihat the abovo Final r Da~e inspectmn has Eeen maaa. mh repuesl vola 18 monlM tmm This rnpuest voidV-/-S -(r~, r ~ d~p IB months Imm ~ t 43 12 58 6~ fienuest Uaie Fire No. RouPh-in InsDe<uon ~ /Z ' Ra LT;u~etlI ~HeaGV Now [~'~Viil Nntilv.InsPec- ~yes ? No tor When ReadY ~y ~.icensed Elecbical Contractor 1 hereb y requast inspa[tion ol above ? Ownr,i electncal work installed et Sveet Atldress, Box or Rome No. Cftv /zoo TRAFP 2D Z~GAocJ ecLOn o. Township Name or No. I ange No. Counry A4 ko-f,4 Occapant (PflINT) Phone No. 7wm C, s f~e r~u ls Mpn u e.N e., Power $uppher Atltlress /,/sF' 3000 Max~?~LL EI,tcVical Contractor ICompany Namel C trar.mr's License No. • l~6oP~~5 c ~~CT/I / C ~'S`'o? 22 MailinB Address (COnVacfor or Owner Making Instailabon) 0277 45; P~ZLoyo2 t AuMor¢ed SiBnamre (COnVaclodOwner Making installauon) Phone Numbnr G.u 7,,W6.,r (cM) z27-]]11 MINNESOTA STATE BOAPD O ELECTHICITY THIS INSPECTION FEQUEST WILL NOT Gria9s-MiCwey Blde. - Aoom N-191 BE ACCEPTED BY THE STqTE BOAHD 1821 Universitv Ave., St. Peul, MN 55104 UNLESS PROPEN INSPECTION FEE IS Vn..nn 16121297.2111 ENCLOSED. (IFrttf TrMtP of (OIr1tpMrir1J titp of eagan 19P}tal"Zl1IPt11 of ll1tdbtltg 3I18}iPtTI11Yl This Cenificate issued pursuant to the requirementr ojSection 306 ojthe Unrform Building Code certifying that at the time of issuance this st,ucture was in compliance with the various ordinances of the City regulating building construction or use. For the followirtg: UmClauifi~aon 61dg ftrmutNo 1791-11 0-p-Y Tra m,,;,s ourc;a T.Y rya conoc 'i f-T OwraofBuitdin6:" T:IT-7 Y.": M pdanm rvRl:'1 i'P""~: S-iT.l ewimI naavas 17CO waery7.1.7._'1. ;19.!vC-;Cti'tP, Cu2 Xi'.] h:, / gt_: - Bulding Olfiqel'.' POST IN A CONSPICUOUS PLACE - ; 6~ertiocate of cccupanc~ . ~ Kit4 of C~agan I Zeoartu~ettt aF Zui[bing ani~pection ! This Certificate issued pursuant ta the requirements of the Unifofrrt Building Code certifying thut at the time of issuance lhis structure was in rnmp[iance with [he various ordinances of the Ciry regulating bui[ding constructiars or use. For the fo!lowing: COMM/IND-MISC-BLlM & aMIN 21146 Uu Cluaficawn: Bidg. Permk No. (kcupnnry Type Zoning Di>Ind Type Canst. • „ J T OF L1D ---20T- OST E, ffibGIN ' Owner of BuJding Address 7~~(~~~~~I Bu'J" g Addrcu L celiryL ~ P~ ~ I 07/ I S/Q3 Date: U BuddingOffimal ' POST IN A CONSPICUOUS PLACE J r 1 ~ ` CASH RECEIPT . 'CITY OF EAGAN ' 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE f '~~~l\ 191L^L AMOUNT $ ~ 5- Io tr DOILARS E) CASH J~~.+ECK ee ~o• ~ ` L^'J /-C.~ ( •ur+o A"' 1.0 37 ,l?D . a s3 Thank You B V/`~' PERMIT ~ CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: B u z Lo z Nuj Eagan, Minnesota 55123 Permit Number: 021146 (612) 681-4675 Date Issued: 0 6/ 0 9/ 9 3 SITE ADDRESS: 1200 TRAPP RD LOT: 1 BLOCK: 2 EAGANDALE CENTER INDUSTRIAL PARK #1 P.I.N.: 10-22500-010-02 DESCRIPTION: ~ BIRD & CRONIN INC Bu3lding~_Permit Type COMM./IND. MISC. Building 41qrk Type ALTERATION IUBC Occupancy\~ B-2 i . , i i . ' ~'J REMARKS: INCLUDES LOTS 2 & 3 FEE SUMMARY: VALUATION $347,000 Base Fee $1,504.00 Plan Review $977.60 Surcharge $173.50 Total Fee $2,655.10 CONTRACTOR: - Applicant - OWNER: KARKELA CONST INC 29225512 C J T OF EAGAN LTD 6531 CAMBRIDGE ST 2601 80TH ST E ST LOUIS PARK MN 55426 BLOOMINGTON MN 55431 (612) 922-5512 (612)854-5626 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and ity of Eagan Ordinances. - e SIGNATU% ISSUED By SItSNATURE i REALTI!lATE cmr oF ~?Gari ~z 4~ PEw~ti~r : - 1993 BUILDING PERMIT APPLICATION 2w11 681-4675 CO-~0:~ f~-q SINGLE & MULTI-FAMILV 2 sets of plans, 3 registered site surveys, : copy of energy calcs. COMMERCIAL 2 sets of architectural 8 structural plans, 1 set of specifications, iLx~' . wrvtA„s Penalty applies: 1) when permit is typed, but not picked up by last working day of month- in which reques~L :s made, 2) address is changed or 3) lot change is requested once permit is issued. Date QO Yaluation of work oco (iVOr IAZ&, Site Address: 1200 'iT'WP STREFT SU1TE / Tenant Name: (commercial only) $«D G4Zo~J~~ i I~3 U, ~ IAT BLOCK SUBD. tA~OAI,E c.E)'~ P.I.D. M 10• 22500 - oio-oz-, ~,2fr~J 2 INOU,57'R.lA4. PA4LK ~.lo, 1 aZ0-472 1 o30-02 Descri tion of work: 1Q11EfAD(- t',1FfAG*, *.~UOKT-fi1f-40. R~UG2tkx~ The applicant is: Er Owner ? Contractor ? Other (Dectribe) `}i'!u!-Pie t~~ ~at7.t.~,~ Name G.ST, OF- EA&AAJ L-T-P- , l-146. CO, F'hone R50-"~uO Property LAST FIRST -nm c.eoa1AJ MIKE FRAZt'7, Owner Address ~ ~ ~ - STREET STE / City 1'll TlJW State IIVA) Z i p ~~171_31 Company KAR V-" ~LL Phone Kl.iv.T' FY Contractor Address ~~,~5 64rn4 License # - EXP. - city 57-, LOUlS ~F'~~tt2K. State /YIII), Zin~ Company 1<1 K I~~IC~..I) Phone 922' 3LZ4' Architect/ Engfneer Name j0h'AJ 7051nq6 ` Registration N Z~S?C/ I Address (0w2- ~C&j'16)4 &W City ST LoulS -State ~N Zi0.'r~J~ Sewer & water licensed plumber . Processing time for sewer 8 water permits is two days once area has been approved. I hereby acknowledge that I have read this aPplication and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ~ 771, OFFICr USE ONLY ~ ~ QING PERMIT TYPE 1P 001 Foundation 0 06 Du lex ? 11 A t. Lodgin ~ p p/ g Q,~16 ~,sement"ni sh ? 02 SF Dwg. ? 07 4-Plex ~ 12 Multi. Misc. ? 17 Swinf`Pol ? 03 SF Addition ? 08 8-Plex O 13 Garage/Accessory ? 18 Comm./Ind. ? 04 SF Porch 0 09 12-Plex ? 14 Fireplace 019 Comm./Ind. Misc. O 05 SF Misc. 0 10 Multi. Add'1. ? 15 Deck O 20 Public Facility ? 21 Miscellaneous WORK TYPE ? 31 New )Z~33 Alterations ? 35 Tenant Finish O 37 Demolish O 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. MWCC System (Allowable) lst F1. sq. ft. City Mater UBL Occupancy 8- 2 2nd F'. sq. ft. PRV Required Zoning Sq. Ft. total Booster PumP N of Stories Footprint Sq. ft. Fire Sprinkler length On-site well ' Census Code L/3 7 Depth On-site sewage SAC Code APPROVALS b1 i r . 02-;15us u.m~ a Planning Building Assessments Enginezring Variance REOUIRED INSPECTIONS ' ? Site O Footing ? framing ? Insulation ? Wallboard ? Final 0 Draintile ? Fireplace Permit Fee jS0~~00 vaiuac;or+: S 314 '7, U0o Surcharge Plan Review ~I' ` •~c? gft3E license oZ~-15~ Ovu P'Rict MWCC SAC ryjZh I City SAC Z 000 Water Conn. Water Meter 341700~ v.4~ujE- Acct. Deposit i S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total : a 655. lo SAC % SAC Units Z) ' 1986 BQ2LDING PERtiIT APPLIC6TION - CITY OF EAG9N 90YE: ALL CONTRACfORS MQSS HE LICENSED fiITH THE CITY OF EAGAN SINGLE F6lIILY DWELLIHGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS MOLTIPLE DiiELLI6IGS - RFSIDENTIAL RENTAL ONITS FOE SALE QNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SOAVEY - CHECB WITH HLDG. DEPT.0 1 SET OF ENERGY CALCULATIONS COMIliERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFZCATIONS AND 1 SET OF ENERGY CALCOLATIONS, $2,000 LANDSCAPE BOND To Be Used For: oFFic.t:/Wi-asC Valuation: OOO Date: 3125/94 oe sr-c9 Site Address 1200 TkcPp Roe~y-- OFFICE USE ONLY Lot I,z-34, Block 2 Erect Y Occupancy ~Z 3-, ~ 3c, Remodel Zoning Li Pareel/Sub EAvr>NOn+..E GrR •(NO. R4. Repair _ Type of Const IIN SPg~NSC, ) A 1 Addition l~ of Stories Z Owner ~Qru,,,,E,,,.~,,.N I`+1LY~ L-,c@ Move _ LFngth 330 ,f Pemolish Depth 2~0 Address $400 Int.Impr. _ Sq Ft 8[s,cr~ Install City/Zip Code Phone 9PPROVAIS FEES Contractor C)p 'ts Assessments Permit y ~3. Water/Sewer Surcharge 87 5, Address P pl ak /~^o Police Plan Review ZZT°I. Fire ?SAC 14,950• CYty/Zip Code Engr Water Conn N/A Planner Water Meter N/A Phone -rj,3t.-4~ls'I Council Road Unit 5324. ~ Bldg OffCd4, Treatment Pl 40S(,. Arch./Engr. APC Parks 533~2. Variance Copies Address ipTgL City/Zip Code o0 Q t1 ZOOO~ ~AA/.D-5CAPE ~lonDe! Phone ll 0 be rZe je C?sPd 12 "o a-7£2 F,dAL i Nsp. NOTE: ADDHESSES FOR CORNER LOTS - CONTRAC?OR/HOMEOflNER IiOST DESIGNAiE WHICH ADDRESS IS DESIRED. NO CHANGES fIILL BE AI.LOSiED ONCE BQILDING PERMIT IS ISSQEA. PEQri i T lOO.ooD 433 ' ' % Lb50,ow Ibsox2.S= ¢~"t-S 45 s~ 9s~ ' SU2LHaR(at I-7 50 x.S = 5-7S 8-79 I~t~ Q~rcw 4SS8 =2 " 22~q ~Z-79 I,~I AL M GTE2 W/a • F-0A0 u N i T (o. k2 x 8-70 ° 532¢ 53z4 ' TPL l scfl ~ 2~ = 4, 0sp Q-, osb pf42 v- Z(do,587 x. 02 = 5 33*~ 533Z L 1,2,3,4.35,36 B Z t'A~oNOAC~ L'TQ..INo. PIC, cof~ ~~mrnDIl~~n Ulh cfts aMO March 28, 1986 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 Couunission has made a SAC determination for the Office/Warehouse Building to be located at 1200 Trapp Road within the City of Eagan. It has been determined that 26 SAC Units should be assigned to this building. It is our understanding that this building is speculative Office/Warehouse space. This determination was made as follows: SAC Units Charges• Warehouse 34,000 sq. ft. @ 7000 sq. ft./SAC Unit 4.86 Office 36,000 sq. ft. @ 2400 sq. ft./SAC Unit 15.00 Future Office 14,000 sq. ft. @ 2400 sq. ft./SAC Unit 5.83 Total Charge: 25.69 or 26 At such time that the finishing permits are issued, the SAC assignment should be re-reviewed based on actual usage. If you have any questions, please call. S' rely, ald S. Bluhm Staff Engineer DSB:RWJ:blm cc: S. Selby, MWCC David A. Hunt, Opus Corporation 350 Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423 , L I,Z,3,4,35,346 EXTERIOR ENVELOPE AVERAGE ^U" COMPUTATION OWNER TLi7lij CrTY MeT`n.,e` Medn66-NtE,.r~- C'ez.jTc-?. CMMG- SITE ADDRESS_ CONTRACTOR OPUS CC,Ip DATE PHONE Determine working square footage of each: 1. Total exposed wall area...3B,39tl sq. ft. X,225 = 8c.361 2. Total roof/ceiling area. ..(,n 144 sq. ft. X, G>~ = 3(P,05 Total exposed wall area above floor = 3$ ~qc.~.~ A. Total wall window area ~.rLUE Cal/l3SI •~d -72Lj=L 8. Total door area. . . . . .4 7vJ~-d, , , , . , 46c) C. Total plate glass door area .(INS.II:AT1,~ D. Total c_c_c-A- C2L&9 area 37 4 E. Total spandrel wall area 5'dq g F. Total net wall area above floor........... t4 2m G. Total wall framing area (average 10%)..... 6500 Total exposed foundation area = - H. Total foundation window area - 1. Total net foundation area above grade..... - Determine "U" value of each wall segment: A. ~2U~' 1~ X °Va B. 44,60 X °U° • ~ _ ~2 ~ c. lo S ~ X "v° D. 72,;-Ib X "U" o's$ = Ig$ E. 6'acl6, 1# X °U" • O(c~ = 371v F. 24 20~ . 16 X"U" a c. SSo.lb x °o° .2B H. X U. _ Z. X 'U° _ 3 .....................................TOta1 = ~alSp ~ If item #3 is the same as, or less than item #1, you have met the intent of SSC 6006(c)2. . ' EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION Total exposed roof/ceiling area = (,~p /44-d ~ ~ J. Total skylight area.............. ~ K. Total roof/ceiling framing area(average'108 L. Total net insulated roof/ceiling area..... (,0 i- Determine "U" value for each roof/ceiling segment: J. X "U" _ K. X "U" _ L. ~ /t4d X "U° .O(o 4.... ..............................Total = ~(a09 If total of 14 is the same as, or less than #2, you have met the intent of SBC 6006(c)1. ALTERNATE BUILDING ENVELOPE DESIGN To utilize the total envelope system method, the values established by the sum of items i3 and #4 shall not be greater than the sum of items #1 and #2. 1. 6c..39 + 2. ~Co09 = l~_~~4~&` 3. (al(,9, + 4. ~~09 = ~7 7 1 Mcc .4 Pa?-~r , 6-4c.Ad/ Glta~ cs_)c~ If °15L.+59+c~9 f9~ - 372 ~27 = lQ~~~~ U-) =~oytS3f92+Ca - 3'9t2~ - 9~>'3 S -~~t$or lSot~~ ° 372 +27 ° /o o~ 92F-~~tS~F~oI '319 K2~ • 91i'3 3~, 395~ ~ . N~zc Sclr77?~c.;r wi~vcu~, a=3x~,~~/'pNvti~+ ~~~T ;~a~ d~.a.fl~y ~ Nlcc s(Gkq *~as - 1-77 SIS2+ssco~,,a 13,9g~! = (pQ I 4k4 ~ , 64K6Gs /;oof..t = 267x)o) t -.ZC/0x8) . ~~la~3J1 CkWM ~ Z~ Cp a g~ ~~bf_ C~wX.Ji ='l5 a 12~+~~2 xlz~ = s z¢~ ' SPArJo~~~ - rl = ~2(~75 ~ ~L~ ° 22&, 6A~ s • ~z ( ir'+'~,+) = i~ E = 12 ~1~3) 59Co zr~ 13LLir- GcnW _!z~ l82 f 3µ) = 25 R 2 uJ _ /'2( f28)7 • Is 3L S 12~20~) ` Z ~ z~~ ~ , MMG ~P6~Y ~85 -175 UA VoLLJts / OOF 1. OuJs;de gw0.CA- ° e 1'1 2 /`rtery+bla,~ ~ao • 033 3 l~;q~o~ lna~cl• i5.oL 4. PAelaI Ooek • - Irs;c~ Sw~cti = ecaffl Kz• v= ooc~ c~J~ = azz5 . MMC S/'E-IZllr ~ 65-I-75 ?~•17P~L U.fYk.~Jc.~.c~.~ 382 'U" L~= 1076 ~ 1,;Mril uJi,\(P. C,FRc~M F/1$~or! l~A~n~ 6LAR3 - 6LLJE 714TGP DovUL(S IAlac1 aJ,7(5P U= a47 CFT.O,-A sPr~~ro~~. - r. ouJs;dz 2. /4" PLue- Glw ~ 1.00 3. 3I2.Insu/ad,oN = //.ou id/r 3 QC.c rr~~~~ K7 • ~~.ss ~ ~ L/• i~-. - ~~(.55 . L~ ` 1 o co9 L~ p=• 28 v= .5$. Flpuro No. 4 ~M C. - S/ • • U. WALLS-HEATING ~ FOR BUILDWGS NOT REGULATED BY SECTION 502.2 P 0.50 • 0.40 ~'FH ~ 3S~HiF S x 0.30 3S~b ~ R/FS~~UN~H 0 ~ 020 t , 0.10 0 r ~ m a ' 1 2 3 4 5 6 7 8 9 10 11 12 73 14 15 16 17 IB 19 20 21 n < ANNUAL FAHRENHER HEATWG DEGREE DAYS (In Ilausands) (65•F. BASE) ~ ~ /Y~,rl~(6AFo~~1 ~ MtiJrI~3oTA vAV 8387. 0 ~ Flgure No. 5 ~ U, ROOFS AND CEILINGS 3 FOR BUILDINGS NOT REGULATED BY SECTION 5022 = 0.12 0.11 0.10 _ 0.09 ~ = 0.08 N LL 0.07 C ~ 006 O D Z=' 0.05 0.04 Q 0.03 1 2 3 4 5 6 7 8 B 10 11 12 13 14 75 16 77 18 19 20 21 C a ANNUAL FAHRENHER HEATPIG DECaREE DAYS (in thousands) (65'F. BASE) _ a Q r N U i~~~ 1986 BIITI.DING PERMI? APPLIC9TION - CITY F EAGAN NOTE: ALL CON'PRACTORS HOST HE LICENSED AITH THE CZTY OF EAGAN CO4MnCIAL SINGLE F9ltILY DWEI.LINGS INCLUDE 2 SETS OF ARCHITECTURAL INCLUDE 2 SETS OF PLANS & STRUCTURAL PLANS, 1 SET OF 3 CERTIFICATES OF SURVEY SPECIFICATIONS AND 1 SET OF 1 SET OF ENERGY CALCULATIONS ENERGY CALCULATIONS~ $2,000 LANDSCAPE BOND To Be Used For: fi:)~A710N Valuation: $119i000 Datee 3-I,4-$(o . . , . a~ Sc! Site Address 11-C)O T~PP RD. OFFICE IISE ONLY I,z,3,A , Lot 5syLcE Block 2 Erect x Oceupancy - 8•2 -~'/Remodel _ Zoning L I Parcel/Sub F,.,,~E ~,cN,e¢ T,,,oorra;w P~.k Repair _ Type of Const Tj N_ SP2iµk, Addition # of Stories Z Owner AearuwexEO.wi Mu,-L.... LiFE 1~5. Ce Move Length Demolish Depth Address 8400 1Joarno..+D~ Lakc &.un 14,I440 Int.Impr. , Sq Ft Install City/Zip Code ~~e.-..v.,c,TOU 55437 Phone QZI - 210o APPROVALS FEFS Contractor Assessments Permit I S. Water/Sewer Surcharge Address 8ox /t5-0 Police Plan Review ~p Fire SAC City/Zip Code /~/~junicopoc,s 55440 Engr Water Conn Planner Water Meter Phone 93 -44SI Council Road Unit Bldg Off 3 21 86~Treatment Pl Arch./Engr. APC Parks ~ ~r Variance Copies Address TpT9I, City/Zip Code Phone # ~514ME QS Arn~j NOTE: ADDRESSES FOR CORAER [ATS - CONTRACTOR/HONEOHNER MOST DFSIGHATE iIHICH 9DDRESS IS DESIRID. NO CB9NGES NILL BE ALLOWED ONCE BOILDING PERMIT IS ISSQED. ~ 1986 BOILDIAG PEIMgT APPLICATIOR - CITY OF EAGAN NOYE: ALL CAATRACfORS MQST BE LICENSSD iiITH THE CITY OF EAGAN SI6GLE FAMILY DHEI.LINGS INCLQDE 2 SETS OE PLANS, 3 CERTIFICATES OF SUAVEY, 1 SET OF ENERGY CALCULATIONS MfJLTIPLE DNEI.LINGS - RFSIDENTIAI. RENTAL QIiITS FOR SALB ONITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SORVEY - CHECB HITH BLDG. DEPT., 1 SET OF BNERGY CALCULATIONS COlMERCI~A[. INCCUDE-2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OE ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND OFFlcc-/yµGREµ~~ ~ To Be Used For: ~;~~H ~~k Valuation: 550, o00 Date: (9- 2Cj - 8Lo ~ Site Address /ZoO lTiE4 RO1a12_ OFFICE USfi ONLY Lot %4---3Lo Block a Erect _ Occupancy 257- Remodel Zoning L1 Parcel/Sub Repair _ Type of Const7~ Addition Ik of Stories Z Owner Move _ Length Demolish Depth Address e3-10O ~la,~n,sµ,~•,~,~~ c j3/u2). Int.Impr. ? Sq Ft Install City/Zip Code ~Looir,1n.tt2a,.l Phone APPROV6LS FEES Contractor Assessments Permit 155 Water/Sewer Surcharge 27.-'5 Address 9g00 B.eE..1 Police Plan Review 77 Fire SAC City/Zip Code Engr Water Conn ~ D A v /O Planner Water Meter Phone Council ~ Road Unit Bldg Off I Treatment P1 Arch./Engr. f~E ,a5 Co,,.ml APC `I ~Parks ' Variance Copies Address TO'fAL (a /,.Z. City/Zip Code Phone # HOTE: ADDHESSES FOR CORNER LO'fS - CONTAACTOR/HOHEOWNER MOST DESIGNATE WHICH 9DDRESS IS DESIRED. NO CHANGES iiILL BE ALLOiiED ONCE BOILDZNG PERMIT IS'ISSOED. ~ . v ~l ~ 3 7 0 7070 CASH RECEIPT • ' CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE 196 V' waceveo I ' 1/ 0 "C AMOUNT $ I^^ l_~lJ i ~ 6_DOLLAR/ ~sa E] CASH P4-CHECK .o~ ~lhe • Llo-L I/1Ero.-~ ~ i runo eooa w.ouHr d 1 Thank You ~ ay - N n 675 23 White-Peven Copy Vellow-Posting Copy 54~.~2Y IZoo "T[zA~ (20, l~P-vE F+r~n~'t' bfl-~5 9 36 - 495! '-(bM pnVIS NM~- G2r-zioo L 1;2.3,4,3~~3~ a2 ~E.fJ,t.P. L 1,2..3, 4.3~,3b ~ ~ [FG,~y.i~AL6 CT~- INI~ PK., G~GcaP.~rcc y 6• 2 Buiu~~~c~ SIZ.t= ~ FF( G.L. ~-qoao t-.~~-1sE, 35~a gq-ooo , TYPr= C>r CIJN~272ULTIo,~ I: ~j BAS( C- 12,000 M.5 . 2r iz,ooo r Z4,ooo ~7P~INC ZK Z4,aoU 4 o,00c~ O.A ZK48,oo0 ` ~lo,ooo 15 W C1 Ty M0.TElZ IAL M G MT. LTR-. - n~ixMir ~ 111 150,000~ 4553. l~c,( 2c (-fAfz.4E 875. • PL-~ ecvrEw Z27 9 . .5A& CBP~5ey-,) o&j ZG SAc u017-:1) Ge- MW« LeTrae) 419 so. • Qoa-o C1NtT 63ascD 0~4 GAZ AceQ-0 5324. • TPL ~5ANFo ou 2f6 se,c_ uki ( zS)40 5Zo . pARKs I Z ac ru-S5-8 -7 °J s337-. MEMO T0: JAY BERTHE, POLICE DEPT. TOM COLBERT, DIRECTOR OF PUBLIC WORKS ; DALE RUNKLE, PLANNING DEPT. KEN VRAA, PARKS & RECREATION DEPT. JOE CONNOLLY, WATER DEPT. FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS ~ DATE: The preliminary v construction . plans for 6M22`( TWIN CI TY MATE2.IAL r4Ur"('rCT(L. are in our plan review sectior, for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be _ ; considered your approval. Thank you. /JS 2 i 2 MEMO T0: JAY BERTHE, POLICE DEPT. TOM COLBERT, DIRECTOR OF PUBLIC WORKS DALE RUNKLE, PLANNING DEPT. KEN VRAA, PARKS & RECREATION DEPT. JOE CONNOLLY, WATER DEPT. FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS f DATE: The preliminary v construction plans for 6Fr-R2`( TWIN Cl Ty MATEF-IAL F'U"'r CT[Z. are in our plan review sectior, for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be : considered your approval. Thank you. /JS MEMO T0: JAY BERTHE, POLICE DEPT. TOM COLBERT, DIRECTOR OF PUBLIC WORKS ' ~IMSTueM -ppT,-E-RUpgtE., pLANNZNG DEPT. ' KEN VRAA, PARKS & RECREATION DEPT. JOE CONNOLLY, WATER DEPT. FROM: DALE PETERSaN, DEPARTMENT OF PROTECTIVE INSPECTIONS , DATE: L.I The preliminary construction VI" plans for TWiW Cmr MArEa,AL- ML,MT. GTF-, are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be considered your approval. Thank you. /JS ; , . . MEMO T0: JAY BERTHE, POLICE DEPT. M 51~IM TOM COLBERT, DIRECTOR OF PUBLIC WORKS IIALE'-RUNKt£-, PLANNING DEPT. KEN VRAA, PARKS & RECREATION DEPT. • JOE CONNOLLY, WATER DEPT._ FROM: DALE PETERSON, DEPARTMENT OF PROTECTIVE INSPECTIONS , DATE: L./ The preliminary construction v plans for 'b~-TZZ~I TWIN Cf7`! MATEP_lAL N14MT. are in our plan review section for your review and comments. Please return this form to Steve Hanson with your initialed comments and the date of review. Failure to return form to Steve within five (5) days will be _ considered your approval. Thank you. /JS ~3a city oF eagan 3830 PILOT NNOB ROAD. P.O. BOX 21199 eEA BLOM9UtST EAGAN. MINNESOTA 55121 nwwr PHONE' (612) 454-8100 iHOMAS EGAN .lAMES A $MIiH VIC EILISON ' THEODORE WACHIER couna1 Memoen THOh1AS HEDGES CM ~minishWOr EUGENE VAN OVERBEKE CiN Clerk 1 SPERRY CORPORATION COMPUTER SYSTEMS SPERRY PARK, P.O. BOX 43525 ST PAUL, MN 55164-0525 ATTENTION: JOHN C. DAVIS Dear Mr. Davis: This letter- is-a-follow-up to our meeting regarding Sperry's new building at 1200 Trapp Road, more specifically the "H" occupancy of the building. . / , It is my opinion that in an "H" occupancy building with less than 200 sq_ ft., only one exist is required. Sincerely, L.1 /90 Doug Reid ~ Fire Marshall DR/js CC: Dale Peterson, Chief Building Official THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITV '?P, r~2: i. fikV ?,r T, .H' :.4G y:r1: :i~ • ~ " ..-/r.l;..:;..,.. M.'S', ~.+•l.~ .;1,, t.~~%,.~;. . _i;, S r.; rn.c.; _ .i:i .'~r'• _ ri,+ ' - r:' , r. ~ ~~o. .:'`'CI,Y C,L`''S y ~ _ SJ . •`y;{~~'r..... ?;.j.iiL:r`a~ K~~ ;f'.'~ , j ~ .f~.: .;,i,,..°ti1' 8~ . . • ^'.f~'.1: ~.t:£cx'tt75u~t~~,'. . ' - .`vi~y ~ ~ t_q'1;;~ - 'x~•'o-~p-~.=,`~~ y}j, 3 yA .~1. .,j' •.Fb= :t,". ' 1:` t ~ ~...St(d';"J~ _-r'F~y,~~},~~ ..~y,}~ : ~ j ~ `-0. . h ~ -'FitTF~/~n ~'1':~. , - ~'t . ~d ~ i ~:'V; ~ . 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I CONTRACTOR'S MATERIAL & TEST CERTIFICATE SPRINKLER SYSTEMS - WATER SPRAY SYSTEMS 3 6-3 61 62 A2 PqRT "A" GENERAI" PROCEDURE ' UPON COAfPLET10N OF WORK, INSPECf10N AND TE5T5 9XOULD BE MADE 0Y COPII'RACTOA'6 REPAESENTATIVE AND WITNE65ED BY AN OWNER'6 REPtiESENTATIVE, ALL DEFECTS SHOUID 6E CORRECIED AM SYSTEM LEFT IN SERVICE BEFORE COM'RACTOR'6 AffN FINALLY LEAVE TNE JOB. A CERTIFICATE SNOULD BE FILLED OUT AND SIGNED BY BOTN PEPRESENTAT1VE5. COPiE6 SNOULD BE PREPMED FOR INSPERING AUTNORITIES, OWNER AND COM'RACfOR. IT IS UNDEftSTOOD TNE OWNER'S REPAESENTATIVE'6,SIGNANRE IN NO WAY PftEJUDICES ANY CLAIM AGAINST CONfRAROR FOP FAULTY MATERIAL, POOR WORKMANSWP Oft FAILUftE TO COMPLY WITN INSPECfING AVTHOPRY'S REOURtEMEM602 LOCAL ORDINANCES. PPOPERTY NAME OATE MATERIAL PIANAGEh1ENT CENTER - - - - S ~ ' PROPEPTY ADDFtESS Trapp Road, Eagan Minnesota - - ° d,- ACCEPTEO BY INSPECTION AUTNOPITV ('S) RAMES American Risk, 6600 France Avenue South, Edina, Mn. 55435 6 AODRESS PLANS City of Eagan,City Hall, 3830 PiloE Knob Road, Eagan, Mn. INSTALLATION CONFORMS TO ACCEPTED PLANS YES ~ NO ? EQIIIPMENT USF.D IS APPROVED ' YES ' NO ? IFNO,STAiEDEV1ATlOri9 NAS PERSON W CHMCE OF F1RE EplI1PMENT HEEN INSCPUCI'ED AS TO LOCATION OF CONTROL VALVES AND CME OF TEdSITEW EGUIPMEM.... . . , . YE3Ig . NO ? ' INSTRUC- IF NO, EXPLAIN . . . ' TIONS HAS A COPY OF INSiRUCT10N AND MAIMENANCE CHMT BEEN LEFT ' ~ YES NO ? AT PLAM IFNO.EXPLAIN FLUSNINC Flmv the requireE rale willl nmln= are clear a: IMlcmeA by no mllecUon of IorelQn malcnal In buHap EaRt al atleta saCh ae hyJnme and blow-olfx. , _ , . 1 . . ~ . . Fluth at Ilows not less than T50 GPM lor 8-Inch pipe and ¢maller, IODU GPM for 8-Inch, 1500 GPM br 10-Inch. 2000 GPM br 12=inch, Wpere eupply TEST canwl proEuce eUPulated Ilw rale, o4Ufn maximum avalUble bY uelig properly !nied dlerharHe dev¢ea. 1 1 1- , HYDPUSTATIG Hytlroflallc lest should be made al nol leee IAan 200 P51 for Iwo Aours or 50 PSI above emlic pressure m excess 01 ISO PSI. Dlllcrrnllvl drY-OiPe valve clapPerr ehwlE be lefl qren danng tesl lo V«veni damage. All opove grouN piplrig Inkape rhw1E Ee etoyped. ' . DESCRIP- LEAIUGE- New pipe Iaid rlth rubber 6a`ketetl )olnte ehoultl, if Ihe rurkmanship le ealif/acmry, have m lealege al the Jninls. Unsatlefaclary amoume ol leakage usvally resull Gom [wlsletl, pinrhed or cW 92`kete. Hoeever, rome leakage miFhl reeull Irom emall amwrls o( gr0 or emall Imperlectiont. The amount ol leakape nl 1he jolnte shnultl mt enceed 2 qmrte pcr Aour per 100 jolnle tmc[Dertlvely al pfpe dlametcr. The IeabRe should be dithlCuleE TION over all jomts, il such leakage oceure nl a lew }oiNe tpe uistallallon ehauld be conslderad unalielarlory a`d nec<ewry repatre ma0e. Nev plpe IaIJ vlth caulketl IeaC m IeaE-subs6twe )omle shoultl, If Ihe warkmansAlp le eallnfacmry, have IIIUe or no leakage at the foinle. Any Jalnt havlry{ IokaRe or mare than a"e11RAt tlnp" or "we<pieg' ehwltl Ee repalreA. 6eakage SAwIE rot esccetl 1 ox. (IIqu1E measure) per hour ver Incn of plpe dlamcler per JoIN. TT< leabge ehwltl be tlutrlWted over all )omb. If euch leak¢ge oecuts almoal enllrely at a(er joirla, lht Inalallallon should be ranelCerM uneatirlarmrv aetl seceepary repalre matle. , . ' ' . . PNEUM1LITIC Es[aElleh 40 PSI alr preseure aM meaeure preesure tlrop whirh should ml excerd 1 IiY PSf In 21 houu. Test preaaurc lankr at mrmal water level aN alr preesurc, a'M meaaurc av pre=rure tlrap vh¢h should mt exrced 1 liy PSl in 24 hourr. PART "B" - UNDERGROUND PIPING FEEDS BLDGS. . . . . LOCATION PIPE TYPE AND CLASS I TYPE dOIM ' UNDER- CONFOAMS TO STANDARD YES 0 NO GROUND ? IF NO. E%PLAIN ' • ' ` I . . , . ...t , . PIPES . . . . . . AND JOfNTS NEEDING ANCNOMGE CLAhiPED, &iRMPEU OR BACKED IN ACCOitDANCE ' ygb ? . ND ? WITH STANDARD )OINTS IF N0, E%PLAIN , . ; TESTS REQUIRED FLUSHING • ' . HYDROSTATI , . LEAKAGE ' NEW UNUERGPOUM/ PIPING PLUSHEO ACCOPDING TO STAImMD YE9 ? BY (COMPANV) HON WAS FLlISHING FLQ.V OOTAINED . PUBWC WATER ? TANK OP AESEpVO1R ' FIRE PUA1P ? FLUSHING THROYGM WHA'I TYPE OPENING . HYD. BVTT. ? OPEN PIPE ? LEAD-INS FLVSHED ACCORDING TO ' 6TAlIDARUYE8 ? . ~TESTS BY (COMPANY) • ~ ~ NOW WAS FLUSWNG FIAW OBTAINED PUBLIC WATEF ~ - TANKOR REBERVOIR 0 . ' ' '''FQiE PUMP ? THPOUGN WHAT TYPE OPEMNG _ Y CONN. TD FLANGE A&PIGOT ? OPFN P@E ? , . , , . ALL NEW UNUERGrtOUND PIPING NYOROSfATICALLY TESTED AT . . FOR HOUftS ~YDROSTATIC . . e.s.1.. TEST TOTAL MOVNT OFLEAKACE MEASURED CAL6. HOURS LEAKAGE TEST ALLONYABLE LEdYAGE . GALS. NOUAS NUM6EP INSfALLED , TYPE AM1D MAI.'E , HYDRANTS ALLOPERATESATISFACI'ORILY - YES 0 NO o CONROL N'ATER CONTROL VALVC6 LEFT WmE OPEN Yf5 ? NO ? VALVES IF NO. SI'ATE R6ASON DATELEfTINSEPVICE ' REMARKS , NAME OFSPIUNKLlfl COhTt1ACfO11 FOR PROPEPTY OWNER (SIGNED) TITLE PARTS A 8 B FOR SPPINKLEN COM'PACTOP (SIGP'ED) DATE SIGNATURES PART "C" - SPRINKLER 8 WATEn SFRAY ABOVE ^vROUNL' PIPING (FILL OUT SEPARATE PART "C" FOA EACH PISER) SEt1VE5 BLDGS. . LOCATION I HYDROSTAiIC TEST OF ALL PIPING " ' • TESTS 2 PNEUMATIC TEST OF ALL DRY PIPING . REQUIRED 3 EOUIPMENT OPERATION TE5T5 OF ALL EOUIPMENT TEMPEIIATUFE SPRINKLERS MAKE MODEL SI2E QUANI'ITY pATING oR ,Z~.?J?~ ~ Z_ ~v~ SPRAY Nozzies PIPE AND hfATERIAL AND qNID CONFOftMS TO SfANDMD ~ FITTINGS IF NONE, EAPLAIN AIARM VALVE A L A R M D E V I C E MAXIMUM TIdfE TOOPERATE TNHOUGH TEST PIPE OR FLOW TYPE MAKE MODEL ' MN. ~ SF.C. INDICATOR I 1. OPERATINGTESI'RESVLT6 WATER AIR TFIP TIME TIME'IOTPIP ' PRES4. PPE55. pplNf WATER ~ ALARM DRY M11AKE hfODEl !ER. i OUG EbT P E REACNED ppERATED • ~ AIfl TEST ) WI i ~ . PPOPERLY PIPE /Qrtp PPESS. OVTLET tAN. C. MN. S'C. P.5.1. P,6.I. P.S.L MIN. SEC. YES NO VALVES IF NO, E%PLAIN OPENATION PNEUAfATIC ? 6rLECfPIC? NYDRAULIC ? DELUGE PIPING 6UPEftVISED YES ? NO ? OETEL'1'ING MEUU SUPERVLSED . YeG 11 NO ? DOES VALV E OPERATE FROM TF6 MAMIAL TR1P AND/OR AEMOTE COM OL BTATION9 YES ? NO ? g LS TNENE AN ACCESSIBLE FACILITY IN EACH CI U FON T TING . . . YES 0 NO ? PREC.CTION IF NO, EXPLAIN ~ DOES N CI UIT OPERATE DOES EACH CiRCUIT OPEPATE MA%IMUAt TIME TO TIAKE MODEL SUP VISip LC165 ALARM VALVE i1ELEA5E OPERATE PELEASE VALVES . YES NO YES NO MIN. 6EC. ALL PIPING HYDROSfATICALLY TESIED AT PSI FOR NOURS DRY PIPING PNEUMATICALLV TESTCD ' YES M-7 NOffr TESTS , EpUIPMENT OPERATE PROPERLY ~ YES NO? IF NO SIATE 0.EASON DPAIN TESI': PEADING OF GAGE LOCATED NEAfI ' 9UPPLY TE'STPIPE: RESIDUAL PRE65URE 41TX VALVE IN~ PIPE OPfN WIDE: SfAl1C PPESSUflE Psf PS BLANK "MBER USED LOCATIDNS t+UMBEFtPEMOVED TESTING . • ' ' . - GASKETS DATE LEPI' IN SEHVICE Wfill ALL CONTROL VALVE6 OPEN. REMARY.S ~ NAME OF SPRINKLER CONfRACTON FOA P OPEftTY O~'/ ER Gt~ED) TIiLE Pn27 °C' GRINNELL FIRE PROTECTION SYSTEMS COMPANY ~ ~ SIGNATURES Fo" s lKLey onT CTyiG D) /E CONTRACTOR'S MATERIAL & TEST CERTIFICATE SPRINKLER SYSTEMS - WATER SPRAY SYSTEMS 36-3610462 A2 PART "A" GENERAL PROCEDURE UPON COF@LET[ON OF WORK, INSPECTIOY AI.'D TESTS SHOULD BE M1IADE OY CONTRACCOfl'S REPPESE4TATNE ANMWiTNE55ED BY AN OW NER'S PEPRESENTATNE, ALL DEFECTS SHOUL[l OE COftRECCED AND SYSTEht LEFT IN SERVICE BEFORE CONTRAGTOR'S MEN FlNALLY L£AVE THE dOB. A CERTIFICATE SHOULO OE FILLED OItT AND SIGNED DY ?OTH REPRESENTATNES. COPIES SNOU6D HE PREPMED FOR INSPELTIFG AUTN021TIE5. OWNER AND COIdAACTOR. IT IS U\DEHSTOOD THE ONVNER'S REPRESEFTAT]VE'S SIGNATURE IN NO WAY PREJUDICES ANY CLAIM AGAIAST CONTRACTOR FOA FAULTY MATERIAL, POOR WORKMANSIflP OR FAILURE TO COMPLY WITH IKSPECCING AUTHORRY'S REQUIREAIENTS OR LOCAL ORDIYAKCES. PROPEPTY NANE DATE MATERIAL PSANAGEMENT CENTER Sh ~ PROPENTY-ADDHESS ~Trapp_Road, Eagan, Minnesota ?Jl/ / ` ACCEPTED Ul' INSPECTI00 ACTHOPITS 1'S1 \AAIES American Risk, 6600 France Avenue South, Edina, Mn. 55435 & ADDRE55 PLANS City of Eagan,City Hall, 3830 Pilot Knob Road, Eagan, Mn. InSfALLATIOY CONFORMS TO ACCEPTED PLANS Y[S~ NO ? EQUIPMENT USED IS APPROVED 1'ENO ? IF N0, STATE DEVIATI0I5 HAS PEFt50N IN CHARGE OF FIRE EQl11PMENT BEEN IRSTRUCTED AS TO LOCATION OF COYTROL VALVESANDCAftEDFTFIISNEWEQllIPMEKf YESX KO ? WSTRUC- IFNO, sxaLaN TIONS HAS A COPY OF INSTHUGTION ANO MAINTEKANCE CNART BEEN LEF7 YES lir FO ? AT PLANL IF NO, E%PLAIN FLUSHIFC: Flox Ne requvetl nte uniil mmns .ire olcar a, mtln metl by nu cullectmn of [ore~gn materul m Wrlap Dage al outiels [u!S aS hv:lianL antl blox-OfL'. Flush at Omve mt less•than 750 GPM lor fi-in[h pipe antl ~maller, lODU GPM (or B-mch, 1500 GPM for 10-mch. 2000 GPM for 12-mrh. W hcre Supply TEST cannot produre etipulatetl flow rate, optam maximum available by ueiM properly eized disrharge tleemes HYDROSTATIC: HvE~oeta~¢ test should Oe matlc'at not le« Hian 200 P51 for two hour= oz 50 P51 alwve =utm pressure in ezcess of 150 PSI. Dif@rentvl tlry-pipe valve clapper= shoultl be left open tlunng test m Prevent damage All apove grourtl popmg leakage rhoultl be smpPed DESCRIP. LEAKAGENew piPe Ivtl x rtM1 rubber ga=xeietl mt= thou1E, if Ihe wurkmanship ie eati=laciory, have no leakage at the fmnts. Unsati=fazmry amovntF Uo o( leakige usually result from ~visletl, pinrlietl cut Faskel=. Hoxeveq = e leakape mig6i r suli Irom emall amounts of Fri1 or smalt imperlecOone. The amount ol leakage at the jomts eh(jutE not exceed 2 quaris per M1our per 100 joime irreepeetuely ol pipe tlumeter. The leakage shwltl be tl1=triWted TION over ail Pimte. If sucM1 leakage umurs ai a fex P)mae lhe ummlL uon ehoultl be ronvderctl un=atistarlory antl mce<sary repair= mada New pipc laitl vAh caulkeE IeaC or IcaE-EUb~WNe pmn= =houltl, d the workmanshtp ts sausfanory, pave little or no leakage at tAe Pmnts. Any jomt M1aving leakape or more tAan a"ellgM tlrip" or "weepinF" should be repairetl. LeakaFe fhoultl roi enceetl 1 oz. (Lqwtl mrasure) per hour per incM1 ol pipe tliameter per joinl. The leakage ehaultl be tlistnWtetl over atl jomts U=uch leaeage occurs almnst wntvcly at a tew jmms, mc installabon should be roneitleretl unsati=(arlorv anC neccseary repavs maCC. PNEUMhTIC' EsuEhsh 40 I'9 air pressure and measure pressurc drop vhirh should roi exceetl t 1i2 P51 in 211wurs. Test presswe unke at rormal water level ard a r prr=surc antl measure a r Oreseure tlrop which should nnt exreeE 1 1~2 P51 m 24 Aourv. PART "B" - UNDERGROUND PIPING FEEDS BLDGS. LOCATION PIPE TYPE AND CLASS TYPE JOIfCf UNDER- GROUND roNFORALS TO STAhDARD YES Ej NO ? IF NO, E%PLAIN PIPES AND JOINTS NEEDINC ANCHOMGE CLAMPED, STRMPED OR BACKED IN ACCORDANCE yg5 ? NO ? WITN STANDAItD JOINTS IF No, E%PLAIf. TESTS FLUSHING HYDROSTATIC LEAKAGE REQUIRED NEW UNDENGROUMI PIPIYG FLUSHED ACCOADIIJC TO STACIDARD YES ? BY (C0118AM1Y) HOIV WAS FLIISHING FLOW OQTAINED PIIBLIC WATER ? TANK OR ftESEHVOIFt ? FIRE PUMP ? FWSHING Ttp10OGNWHATTYPEOPEHING HYD. BUTT. ? OPEI: PIPE ? LCAD-IRS FLUSHED ACWRDING TO STAIIDARD YES ? TESTS py(COMPANY) HOW WAS FLUSFDNG FLOW OBTAINED . PuBLIC WATEP ~ TANK OA RESERVOrtt ? FQtE PUkIt ? TNROUGH WHAT Tl'PE OPE6ING ' Y CONN. TO FLANGE 3 SPIGOT ? OPFN PIPE ? co.... ~:n PS F1nv. ua., ioF4 Vt'mtetl m U.S. A. ALL NEW UNDERGROUND PIPING HYDftOSfATICALLY TESfEO AT FOR NOllRS -IYDROSTATIC r.s.~. _ , TEST TO'fAL MOUNT OF LEAKAGE MEASURED GALS. HOURS LEAKAGE TEST ALLMVTBLE LEdF'v1GE GALS. ' NOUtiS NUNiBER INSIALLED 'CYPE A6D MAKE HYDRANTS ALLOPERATESATISFACfOR1L1' YES ~ NO ? CONROL WATER COATflOL VALVES LEFI' WmE OPEN VES ? M1O ? . IF K0, SfATE REASON VALVES DATE LEFT IN SERVICE REMARKS NAAtE OF SPHIAALEft COP'fF1ACTOR FOit PROPERTY OK'FEN 19GA'ED) TITLE - PARTS A 8 B FOR SPRINIQER CONTPACfOP (SIG6ED) DATE SIGNATURES PART "C" - SPRINKLER 8 WATER SPRAY ABOVE GROUND PIPING IFILL OUT SEPMATE VART "C" FOR EACH RISER) LOCATION SEAVES BLDGS. WOZJ ~ 1 HYDROSTATIC TEST OF ALL PIPING TESTS 2 PNEUMATIC TEST OF ALL DRY PIPING REQUIRED 3 EOUIPMENT OPERATION TESTS OF ALL EQUIPMENT TE SPRINKLERS MAI~ MODEL SIZE CUA\'f1TY AIPEItATUPE PATIKG oa /Zii? SPRAY L-z NOZ2lE5 PIPE AND MTERNL Ah'D hlt~ CONFORMS TO ~'A~~D FITTINGS IF NOA'E, EXPLAIN • , ALARM VAWE A L A R M D E V T C E AfAXIMUAI TIME TOOPERATE THItOtIGH TEST PIPE OR FLOW TYPE M1IAKE AfODEL All~. SEC. INDICATOR I ~ OPERATING TEST RESULTS WATER AIfl TFIP TIME TIME'IO TRIP PPE55. PAE55. ppI~.^~ u'ATER ALARM DRY htAi~ AtODEL SER. TF6tOUGH TEST PIPE REACHEO OPENATED Alft TEST PIPE Tb• W NOUT w'ITH PROPERLY Q. p p. Q. O. D. PRESS. OUTLET R9 SEC. ALI:. SEC. P.S.I. P,5.1. P.S.i. AIiA. SEC. YES NO VALVES IF N0, EXVLAIN OPENATIOF py'cOMATiC ? ELGCTNIC? HYURAULIC ? DELUGE PIPIM SUPERVISED yE5 ? 1:0 O DETECI'I1:C MEOIA SUPERVISfD yE5 ? NO ? OOES VALVE OPERATE FPOFt TNE MAKl1AL TRIP AND/OR REMOTE COM'ROL STATIONS YES ? NO ? g IS TNEflE AN ACCESSIBLE FACIWTY IN EACH CIRCUfT FOP TESTING YES E3 NO ? IF NO. E%PLAIN PREC,CTION - L OOES EACH CIRCUIT OPERATE DOES EACH CIPCUIT OYEPATE M1U%IMUM TIME TO pNKE MODE6 SUPERVISION LO55 ALARAI VALVE {1ELEASE OPERATE PELEASE VALVES YES NO YES No M1tIN. SEC. ALL PIPING HYDROSI'ATICALLY TESfED AT Pf+1 FOR MOUPS/ DRY PIPIAG PM1EUAfATICALLY TESTED YES NO~Y TESTS EQUIPME,~'TOPERATE PROPEftLY YES ~ NO? IF ~O STATE REASON PAO~' TEST: PEADISL OF GAGE LOCATED FEAIi V A EN S PPLY TEST PIPE: flE51DUAL PRESSUftE v ITN VALVE L'NFST PIPE OYEN R9UE: STATIC PPESSURE P51 , P5i BLANK MIMBEP USED LOCATIOYS NTMMER PEMOVEU TESTING GASKETS DATE LEFT IN SERVICE WITH ALL COMROL VALVES OPEN. REMARKS ! NAME OF SPRIFKLER COhTRACTOR FOII PRO RTY OW N IGNE 71TLE Pner °C" GRINNELL FIRE PROTECTION SYSTEMS COMPANY ~ SIGNATURES FORSPR ERCOPLR 0~1 D) , f~r~?',~"v Cities Digital QualitX Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. ~'at, .:f. 7?t. .t 'c ~rt': - .:i.;. ' ~w.~ r • q~,.. - _.Q': A` .i.'. ~•~7`•': o'~".~-~-r~ .C..~:~.: +ifT: ::Et~,'f:i'~ •J1'. .T, '4:. 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C APPLICATION FOR PERMIT * INSPFX'TION OF SESM ANID/OR WA1Q2 ; ,*f ITF`-,I'Ai.TATTONS WII.L NOT BE SC~HED-• ~ SEWER AND/OR WATER CONNECTION :ULM UNnL PERMIT HAS BEEN ; * APPROVID. ~ * r , r , ***~****,r*xx*w**x,rr,r~,t**+,tti,r~,r**f+,r. jzv~lease Print 1) PROPERTY ADDRESS: y~d`tr Ttinlrw[' ;e0hr~ LEGAL DESCRIPTION: . Lot Block Subdivision or Tax Parce ID ) IF EXISTING STRCCIL'RE, DATE OF ORIGINAL BCILDING PERMIT ISSL'ANCE: ' PRFSENf 7ANING/PROPOSID L'SE: (l`7on Year) - ? CO!"IDIERCIAL/REPAIL/OFFICE ~ R-1 SINGLE FAMILY ' IrIDCSTRIAL ~ R-2 DCPLEX (4tNo Units) ~ INSTI2L'TIONAL/GpVERRNME[sp CD R-3 TOWMOUSE (Three + Units) ( Units) . ~ R-4 APARTMEN'p/CODIDOMINZUM ( •Units) 2) ~ NA"E: ADDRESS: CITY. STATE, ZZP: re ee_ y r. /y 5:r F~p PHOLNE:- • 3) • u~: For Cit Use ~ME: Plumbers License: ADDRESS: µK i= s T' ~ Active CITY, STATE ZIP: ~pired i . rI ~'GS /YN S s 4~ =r NOt TECOrded PHONE: 3-s 2 s3 MASTEEt LZCQdSE# ~ U 7 3 St~tial 4) •Q• • • i~• NA"E: -~:,.i c 4 rY rrrfTJsr_°e 44- aC, ~ c(=•vrieo?_ . ADDRESS : i Z a a ~ C' n ~'P 2 O ' CITY, STATE, ZZP:_ PHONE: • ~ -5) v ~ r• o • a8 - oi ~ CONNECPZON 'Il7 CITY SEqII2 ~ CpNNE(,TION ZU CITY WATg2 p'IggR S'TOr~~`7 Scw/ 6)'~ ~ PLF.ASE HOLD APPROVED PII2MIT FOR PICK-L~P BY ONE OF ABpVE - ~y PLEASE MAIL APPROVID PERMiT 1U 1. 2, 3. 4, ABOVE ~ j~r (Circle one) 7) r r. u.. _ L/'~/C/L•~~~.~,2~,~~ ~4~ y~ Z+'-~'C • 7: ~ ~•r « • r i ~ - • r I Y~I 7i i 1 ]I ~ 5~ ygim,7 s 1 ~~i 1 ~ 1 r I pt?i 1 1 1 s • s' • 1 11 , .FOR CITY USE ONLY PERMIT # ISSL'ED ~36- 3 yi2 111,-6 Pd w/Bldg. Permit FEES,c' ~ Q $ $ 5~~ SEWER PERMIT (INCLDDE SURCHARGE) $ $ • ~C-' WATER PERMIT (INCLODE SC'RCHARGE) $ $ WATER METER/COPPERHORN/OL'TSIDE READER $ $ WATER TAP (INCLL'DE CORPORATION STOP) , $ $ SEWER TAP $ $ ACCOUNT DEPOSIT - SEWER $ $ ACCOUNT DEPOSIT - WATER $ $ WAC s iZ/, gs o. r,n $ SAC $ $ TRUNK WATER ASSESSMENT $ $ TRC'NK SEWER ASSESSMENT $ $ ` LATERAL BENEFIT/TRC'NK SE[9ER $ SLATERAL BENEFIT/TRC'NK WATER $ 4Ld S Co O-I) $ WATER TREATMENT PLANT SORCHARGE $ $ OTHER: $ $ TOTAL RECEIPT RFCEIPT ~ DOES UTILITY CONNECTION REQUZRE EXCAVATION IN PUBLIC RIGHT OF WAY? ~ YES IF YES, THEN A"PERMIT FOR WORK WITHIN PUBLIC ROADWAY" MUST BE ISSUED BY THE ENGINEERING ~ NO DIVISION. LIST AS A CONDITION. SUBJECT TO THE FOLLOWING CONDITIONS: ~ APPROVED BY: TITLE: DATE : 1112- ~ 88ECYAL YNBPECTION AND THBTINd BCSEAULE ~ ~ (To ba uao4 in eoaordance with tha ^ciuidollnea Por Spoaial Ynayection and Taotiinq^) . PROJECT NAME rvT e'J ~ (..,IruAA ~ / MC./• vROJECT NO.q30I- /I LOC71T I ON ~'20d 77Z~dfP~ ~"6A (1) A=w.) PkJU1ZT NO. Z jI C, BPECIJ?L INSPSCTION SCHSDULB apecifkcation Typt+ oY Report Aeaigned F ncy O 300o G IZPACP-l LF.tJeIl Q~.~/eCC~ ~yt, .p~ 22y6 i.Q., - I7'¢-/4 / 30b FaF- htGd'/'. 4NN A~-~ TB6TSN0 BCHSppYd6 OD .V044- f'LLS O~OA- NG bXCe c.-° S AfLeL[CnFiV ru. [asce-, 9~ti.v e~eCC. ez8 'a vlo eoo d q Notsst Thia schsdule to be lillad out •nd included in the pro}oat apacification. Iniormetion unavpllable nt that tima to bp lLllad oub when applyiaq for a builQinq permit. (1) Aarmlt No. to be providad by tha euildinq Ofiicial. (s) uaa Qeecription¦ por U.B.C. Saction 306. (3) Spaeitl Inepector, Tooting Agane qr Fsbricetor. (4) FiYm contracted to perform ¦arvl,op4, ACR(OYR,SD4@MSNTB Each appropriata repr?mentative muet elgn balewt S.SI- d/ab dS~F-SLZG ~CGt~. Ownar: Firm: &60 •i6Q001A-),IArJ. Date G/p C contracbor i Paw• M&,2, vjE: PP~Firmt KAGGE[o* Co~Nrr qzz•stis pate Io Archltact i ~/py,v ,~lvSirr,03 Sirmg K. K.~ 9zz 3ZaL Datm: . SERi rt~ asrml ik'.SvtEi.ey 6,r.p 73i-r~aaSnato~~ 6/~o/93 ' 91t .v/At Firmi - Datao - ' gIi .v/.F Firm• Date: " TA: L~ft5on/ FiYmi Ai11e2lGd,tJTzSl1~.'L (~q/~,yDate: TA: Iv/A FiYmi Pete: Fl .t/A ^Flrmi - Date: Fi-_ A/ Firmi - Oato3 - i• The indS,vi4uel nemee of all proepoative bDeciel inepectora and the work they,intnnd to obeerva muot ba ldentiPied on the rovaroo wiQa of thie larm. Lagond: 6ER ~ structural Bngt,naar of Record 31 ~ spQCial Inepector TA ~ Teetinq Agent F~ Fabricator nccapted tor the 8uilding Dapartmont By be pAte: 6-18-! 3 Itl~ DEWN 6112 DCGELSI0f2 BLVDo MfN*j*aIS, pMSi~ 55416 Date: June 8, 1993 Project: airfl ana cronin, tnc. Project No: 9301-11 , City of Eagan, Suilding Department Attention: Joe Merohak, Construction Andlyst bear Sos, Sased on our previous discussions and our meeting yesterday, June 71 1493 at 3:00 P.M., I am suClnitting the attttclted sketches end memo clarifyinq the changes we will be making to the arorkinq drawinqs for tt?e Bird and Cronin projevt, at 1200 Trapp Road. Zt is my understanc9ing that upon receipt of these sketches and memv you will issue a buildinq permzt to Rarkela Construction so tk?ey can proceed with the project. If you have any questiions please contact me as sapn as posaible. 'Phank you, 4ft4d John xosmas Copy: 9ird and Cronin, Ync. Tim Cronin and Mike Frazer Karkela Construction Kurt Hoppe R=95% 920 2083 06-OB-93*12:53P24 P003 ttl] . I 10 I O_ I \ O -O - - O ~2~ - - - J Q ~ FU I ~ o.r. no O O i ~ 0 0 0 'o ~ ~t ¢ ~OOR S HR W~i ~NO FA l 18 ~ 11 A e" 11 ~ b e,2 I I I I I I I I I I ~ ' IIIIIIIIII _ - I I 7i AS SIN. ~ IIB O O O I A0D DOL DOORB W/ HOLD I . oru+ cor+mou & w,nowuRE sm. ro ooort 171 5 u'2,t 119 t I ix I ~ CARM I vtm ~ 128 12 1 1 72 I I (D O j6 ~ ~ 123 n Air (1 ~ R°96% 920 2083 06-08-93 12:53PM P005 #11 I~C DESiGN 6112 DCCELSIOR BLWoMNNEAFOL6, MN. 55416 (612)922-322b Project: Hird and Cronin, Inc. Project No: 9301-11 1200 Trapp Road Eaqan, HN Qate: Suna e, 1993 Memo: City of Eagan, Attnt Joe Herchak, Construction Analyst The foilowing information is provided to your depaCtment so as to expedite the iesuing of the 8uilding Pern11t for 1200 Trapp Road. 1. Proposed changes to working dramings will be aompleted as noted on reduCed drawing 6}leets Alr anQ A4r (11 x 17). 2. ArchltectuTal certification of all "A" and "SP" gheeta w£11 ne included on the reviaed_working_dramings. ~~~~d M~~S2ge. 44-900 ~~~sage To From s ~ ¦ ~ ~ Subject ~ i Date 19 f1eclX c.ciA-CL-~~ ~(~;J~r~ '4n'A~~ Ge'Qh i 7.7~K ~ i-t/C Signed W~Ilso~nJon~es m~. se cartonless O f ~ ~ ~ O COM Z' UCTIMORK 2 1'! O ~ _ - - - . fi - - OO 11 '0 ~ ti Q I~ i~ O ~ ff 279 , , z o ~ n[sER sm ~~V'~i1RE GREPtf 2Q FUKCFWSt~. Ib . § P-r Z . r-VD- - O ~ . { i ' wm~ ~ ~ . N6T, 63` _ TEr-rfoRAltf 1daU.- 3s'1g STL. S7uDS . 18 I 416, 47P. BD. 4Nfs~n6 2 ~ seIL 211 ~ I . - . . . . . . ~ - - r ° . . . . ~ ' I ~d 2 0 ' _ m D p ' I - - - ---I ` ~ 920 2083 0-08-93 12:53PM~ POOf-#11 ~ ~ ~ ~ 1 tt i a _ 18 0 R8 ~ o AS ~ :4 J _ a m 7EIMRN[Y fGLL ~ ] s/d" 97E~ 0 14^ O.C. ] 5/d" SiEL AUDS O 14° O.C. N 3/d• GYiSUY D BO7M 9DE5 3/d' CNSUU 80. ONC SIGE I ~ Q 6 7-C ai I 0 I ~D e'-tr' I{ o ~ ~ m I . 5-0 UOE U47 AAIN DEFJJNED ~ PETiI V. WOE YFi1GB SfR1PiNC &ADE_FIEMS ~ T i IRFP IS TO BE k T f1EVt AY N.L T11ES ~ ~ I I ~ m ~ W 0 N ~ r k m lo ~ 1 ~ 1 I ~ ~ , i ,3 ~ A5 . _33 G - - - - - - - - - - - 2 4 . • I m a \ KK DESIGN 6112 EXCELSIOI? BLVDoMINNFJ*OLIS, MN, 55416 (612~922-3226 ' DMSION OF f~AD ORPORATION ' May 21, 1993 ~~~D~°~VED Re: Bird and Cronin, Inc. ~k~ ~ b,993 Project No. 9301-11 1200 Trapp Road City of Eagan 3830 Pilot Knob Road lilt Eagan, MN 55122-1897 Attention: Joe Merchak, Construction Analyst Joe, This letter is to recap our discussion concerning the two-hour separation wall currently in place, at the building located at 1200 Tranp Road; Eagan, MN. Aased on T.he origi.nal buildina doc;uments I cannot find a reason that the two-hour separation wall was included, along Grid G. It may have been a requirement of the previous occupant. My evaluation of the original site plan, building plans with a B-2 occupancy classification and the inclusion of a sprinkler system would have allowed, unlimited area without area separation walls, UBC, 1985 edition. The new occupant of the building, Bird and Cronin, Inc., will function under a B-2 occupancy classification. Therefore, my recommendation for the building area is to be unlimited, based on the B-2 occupancy, the site plan indicating a minimum setback of 64 feet at the west property line and that an automatic sprinkler system is installed throughout the building, (See Chapter 5, Section 506, Sub-section b, UBC, 1988 edition). It is the intent of the building owner to maintain the two-hour rating for the wall construction technigues, materials, and door assembly at this time allowing for future options. The two (2) window openings along this wall will only meet the requirements of a one-hour rated wall assembly at this time, with provisions for future installation of fire-shutters/doors meeting the two-hour assembly requirements. This will allow for future changes of the occupancy classification or use of the building. The wall will be constructed to meet all requirements of a one-hour rated exit corridor. Thank you for reviewing this item, if you have any further questions please call. L ~ John P. Kosmas, Architect, Reg. No. 21578 MWXsE oxLY~..~...~. «71 ,,:H,.. . . . ~ . ; : w~ . ~ . ; . . ~ . , . .x . . . . ~ . . : : . ~ , . . , . . . . . . . . . : ~ . . . . . _ lPT 1993 MECHANICAL PERMTT (COMMERCIAL) ' CI7Y OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 681-4675 PLEASE COMPLETE FOR Ai.L COMMERCIAL/INDUSTRIAL BUILDWGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS. WHEN SEPARATE PERMTTS ARE NOT REQLJIRED FOR EACH DWELLING UNIT. DA-rE: Oc7-29 /993 CONTRACTPRICE: $ NEW BUILDING INTERIOR IMPROVEMENT WORK DESCRIPTION: ~/~~7~ LL RA-Ai p NT TuGE /`tEATEQ /,A( W,4,CE KoUSE FEES 1% OF CONTRACT FEE $36-o a PROCESSED PIPING: $25.00 MINIMUM FEE: $25.00 STATE SURCHARGE $.50 FOR EACH $1,000 OF PERMTF FEE. TOTAL $ 3~• ~ SITEADDRESS: 1200 7;C,4PP eOAA OWNER NAME: M1CNAEL F-,eAzE2 TELEPHONE 6$3-//// TENANT NAME: (1MPROVEMENTS ONLY) U~~b -Y-- CAONIAI INSTALLBR: EA • A/ -567N101.b7- c/- 195-5OC, ADDRESS: WiNPA4K -b,e. CITY: /?'EW /*PE STATE: IkIAl ZIP CODE: 55~7 TELEPHONE IGNATUP..-. OF PERMITTEE ~TTY INSPECTO wr:iJ,SE'ol1il.'Y . . . p ~ p...,.,~: 'e:.T..: ~'.i"~ .%a..:~NiM" i ti~',,.~y.\ p.... w.Zy.N.:.•. kt~ c•'.f.F ` ~n ..w . ......y ~nx. .e;:`o `Kto. a?<.?se~~`Y,.;> •a?~.l~,.,M`,~I.:. ~ ....:::....:.:.;n:.;.~ Y:..,y...?;g;.c:~,,.i`~..i...,.~~,n.a....yf~n„~.ro.r'%:;~.i?.: ;;~:>sq~.v~:»:a;e;..::.a>~. ,xl... ~L.. z....:...;....:::<::;<.<:....:,:..<....:<.:~. .:3.. t~..... . . . . ~ . . . . . . . r.>a....»,,...,.<.,..:,~ :::..c..........; ' ~ <.,...:..:_•:....;:.c...r•.....y~4...?:a..:.. . , . . ...a..~~y•r»».:;»n.x.k.....;:...iu.~Yatii:::.'.)i;...~~F`.?'i:eii:y~n.:.o'~~~•>~a:v5'qro~..::..~:..:.....a:Y i.,n.:...... ~a... , ...~:••,::.:;r:: ~ ,,:...s:. ~ .~.,.w~..~..7:; r::'zr.^.. . ,::;3D;;::<' . .t.a~ q... .s: `.iS:::.c;) ..a.._.:...~. . . ..?t.~`: . ~ a..n . ..f.. . .....:n..:.»Yr ,.>.:':-•.:....:f I ~rf~i'J%sY`G:'L':':I:xl~.: . . n..:...o.... .~<G>....k::~:'f'.:.~::.>.n_ ~ . - . ::..:.>...ra r .<.:.::..:.:,>:::..:x r•".::L:E' v. c..., .......x...: ~..;K....~~N. aY.~4')::%~G:.;i~i~< . . i.: . .:e..,. y.; .nd . .:......:.rn.< .~...r ~..f ( n..... n c::s~tw`v. ...3.n ::Sa . s . . . ~.D .:...~,......«:....a...:..q,a ( <A.:,...,,,...,,.....,_,..,... a..:.T~:::.3:'>.........._ ~JBD _ , .......:....~......~,....~.~a:a~::~.~.: 1993 MECHANICAL PERMTf (RESIDENTIAL) CITY OF EAGAN ~ 3830 PILOT KNOB RD FAGAN MN 55122 . (612) 681-4675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. A1S0, FOR TOWNHOMES AND CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNTT. - - - - - - - NEW CONSTRUCt'ION pnn_pn] A,ir ADD-ON FURNACE DATE FEES HVAC: 0-100 M BTU $ 24.00 ADDITIONAL 50 M BTU 6•00 GAS OUTLETS (MINih1UN1 1 C 53.00 EACH) ADD-ON/REh90DEL (Ex1sTING CoNSrRUCrION) $ 15.00 STATE SURCHARGE .50 TOTAL S1TE ADDRESS: OWNER NAME: THLEPHONE INSTALLER: ADDRESS: CTT-y_ STATE: ZIP CODE: TELEPHONE SIGNATURE OF PERMITTEE ? ~ ~ . ~ BL : - , . - j , `~.~~~ax!~¢;>i.~_.. ,._.....w. 1993 MECHANICAL PERMIT (COMIIERCIAL) CITY OF EAGAN 3830 PIIAT KNOB RD EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR ALL COMIvIERCIALlINDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMII.Y BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNTT. - - - - DATE: 6-Z- 93 CONTRACT PRICE: $ 43~ DOO NEW BUILDING ~ INTERIOR IMPROVEMENT WORK DESCRIPTION: AS il'aR. 4TC'aetKD ?n.oPwsa-~ a 1306=,e1 ~~1~1b-S ~ FoLC..o W FEES icio O,= c(YNT,iAc, tf-r, S 43a PROCESSED PIPING: $25.00 MINIMUM FEE: $25.00 STATE SURCHARGE $.50 FOR EACH $1,000 OF PERMi'f FEE. TOTAL $ SITE ADDRESS: /200 l 2APP 2OA-0 OWNER NAME: &20 ANO C'2nNtr.36uks.E¢,RZr]t)TELEPHONE SS1 -0190 TENAN7' NAME: (IMPROVEMENTS ONLY) 7R12N Avfl CEoa ln1 . INSTALLER: T=-7-AkI ~G~-IMt~P A--+J A!590GAiz&,S S/JC. ADDRESS: 3Z.4-S W INAAR4,/ a)2. CITY:_ NiW 4bP`z STATE: Mt-i ZIP CODE: 5-6- 2-7 TELEPHONE#:SVI-d/,Sd N URE OF MITTEE CITY INSPE R ~ . , i .,kU I.; . . BL , . . _ . : _ . : . . , . ; _ M...,~• ,4>. ~..f.. . . . . , ~ ~s... ;,...,•~~Wa . . . : . , ~ . . . . . . ~[TBD. • , . : : . . :,DATY: - . . . . . . ~'r.:>;">:. : _ .ed.,:., . : r' .1'.~.:......aa...w..:`.C..'4.:i:r.M 1993 biECHANICAL PERMIT (RESIDFNTIAL) CTIY OF FAGAN 3830 PII.OT KNOB RD FAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. AISO, FOR TOWNHOMES AND CONDOS WHE?v' PERMITS ARE REQUIRED FOR EACH UNIT. - - - - - - - NEW CONSTRUCTION ADD-ON A/C ADD-ON FURNACE DATE FEES HVAC: 0.100 M BTU $ 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLET$ (MININIUA1 1@ 53.00 EACH) ADD-O.N/REM0DEL (ExIsnhG coNSrRUCrioN) $ 15.00 STATE SURCHARGE .50 TOTAL SITE ADDRESS: OWNER NAME: TELEPHONE INSTALLER: ADDRESS: CITY: STATE: ZIP CODE: TELEPHONE ' SIGNATURE OF PERMITTEE ~ . . ~ . x.~ : . . . . f::. , . . - • . <.r..... .3~..,.:.... ri : . yt t. ~,y r.ll.i:~-,t ,.~j.~.~ . ...,.::,s,r.,,;. ; :,~3,i;i'::;''rr' "r'~.L~ ' ~~1Fw ,s.~~°a.w_. _.a . 1993 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PII.OT KNOB RD EAGAN MN 55122 (612) 681-4675 PLEASE COMPLETE FOR ALL COMAgRCIAL.'INDUSTRIAL BUILDINGS. ALSO FOR MULTI- FAMILY BUILDINGS WHEN SEPARATE PFRMTTS ARE NOT REQUIRED FOR EACH DWELLING UN:T. ,NF.'W CONSTRUCf10N ADD ON REPAIR WORK DESCRIP'I'ION: ,L A1 S`7AC- L !N a S 7 C". ~ tJ Etil i, Gci .9-z' e/t ia6 R ,2 sfN/Cs - oc--M o CONTRACT PRICE: FEE: 1°k OF CONTRACT FEE. STATE SURCIiARGE $.50 FOR FACH S1,000 OF PERMPI' FEE WiiNi1fSUAi Fr.F.: $ 25.fn7 • CONTRACT PRICE X 1% $ 5~~~ Uv STATE SURCHARGE $ , 5 0 TOTAL $ ~ICo ~ So ~ SITE ADDRESS: /e?6b 7-1f,4OO fl, TENANT NAIVIE: ~C3 i R 0 `i- C fi' O N I N STE # OWNER NA11ZE: y INSTALLER: S W A-Nsa/) -h- ~ c ff ~A-~, Cf2 ADDRESS: 5iY0 9 C-o c~u ,9-u E So CITY: STATE: 1'Yf dJ ZIP CODE: SS~J PHONE aaz FOR: CITY OF EAGAN APPLICANT 2 ~-7- '~~F y G < . UrrX USE;ONI,:x...;.,.~:;,>.;..... . . :::!LYry:yTv'~:• .:.<....m.«..: :_H.;~:... . , _ :::F;i.;at„•..~.~e:w..;., ~rs .~.::v. . . ' ..•i :~:~n(ii.y.:in ~i%i:: I. : $L..,..;:;->.:..:.:. . . . .:•i::....:':.:.~:.;.'.'., o'.e`.Yi~n :YA;'.i:i~.Y:1 . ~:.~.F.q..:: . e ..L~.'.. ..:..:~..o..,_. . .r...A.....i.. : . . . . . . . . . . . . t . . .`n'?.; ..~.t..:r.. .a... , ~ u .s~.. . . .~~...f,~ . ........L......:. ...a. u,. ~L .<fN:.n...;... .__.:...-.c ~ . , c . i, . . ...::.a:,...¢.... . _ _ _ . . . ..,.a~.:~:..... •::;E ._a....:._.: .t...f.::'.:.2....~.:'...::!...... a..~..:...:.::..~~'.IN`::c.~.~ : . , _ . . :.,.r c~.<.F.,~._.u,,<:~sF:._,..<..~_.....<:~".;~~~: ~D..........-,, ,.,,,,.~.n..,_.,.~.~.~.,,,;.:,:,..,............:....,::~,.a:.•• ~..,:z • 1993 PLUMBING PERNIIT (RESIDIIVT7AL) CITY OF FAGAN 3830 PILOT KNOB RD FAGAN MN 55122 (612) 681-4675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMITS ARE REQUIItED FOR EACH UNTT. J~p, FIXTURES EACH TOTAL SHOWER 3•00 WATER CLOSET 3•00 BATH TUB 3.00 LAVATORY 3•00 KTTCHEN SINK 3•00 LAUNDRY TRAY 3.00 HOT TUB/SPA 3•00 WATER HEATER 3•00 FLOOR DRAIN 3•00 GAS PIPING OUTLET • minimum -1 3.00 ROUGH OPENINGS 1.50 WA'I'ER SOFTENER 5.00 PRIVATE DISP. • DeILcty. uc. 15.00 U.G. SPRINKLER • eome uneer mnn. 3.00 ALTERATIONS •toadsting 15.00 WATER TURN AROUND 15.00 STATE SURCHARGE .50 TOTAL: SITE ADDRESS: OWNER NAME: ' WSTALLER: ADDRESS: C17y; STATE: ZIP CODE: PHONE ( ) SIGNATURE OF PERMITTEE 0'!126 '93 10:01 ID:DAINTR CA-WSC FAX:6128917031 PAGE 1 YtUNICIPAL NOTYCE OF WELY. PBRMIT APPLTCk ION DAROTA COUNTY ElNIRONHENTAL MANAGEHENT DSPl1RTMEAiT WATSR AND LM1b I•YANAGEHEbIT SECTION 14955 Galaxie Avenue I4egt, Apple Valley, MN 55124 Tel (612) 891-7011 Fax (612) 891-7031 DATEt JUly 26, 1993 R'O: Ton Colbert/Wayne Schwanz 8au rk: (612) 681-4612 FROH: Water and Lan9 Nb;naqement RE: S4a11 P2Ymit 1: 93-6068, 43"4010.43*d/'we1] Type:-Manltorinq lYUnicipality : Eegan Reviever s'Luahrs NOTICE: The Watar and Land Hanagement Section of the Dakota County Enviranmental Manaqement Dapartment has received tha following pelmit application fox tha wall desoribad. If you require futher review of the application or if you have any questions or concerns about it, contact the Envlronmental Specialist listed above or our office at (612) 891-7011. If there 16 no rea,ponse from your offica witihin 24 HOURS (exoludinq aeekenda and holidays~, ~re v111 easume that you have no obyecrionc ~CO tcha issuance o£ the perm t. Please note fhaC permit issuance is alwayg conditioned on the permit applicant's observance of and complianoe vith all applicable laws and aodes. A popy of the Well permit will ba forvarde8 to your office when comoleted. SQfiLL CONTRACTOR INFORMATIOlt: DPRA/STY Ap l.iCation ReGeivedo 07/2611993 As~ticipsted Drilling/Sealing Date if knoun: Time: . I IACATYON OF WELL: PLS COOrdinate5 6E h, SE h, NW h, NE Sac 3, Town 27 &anga 23 Well LoCation 1200 Trapp $oad property Own6r C-7T at Eagmn Limite6 Well Owner CJT flt fiaqan Limited PID NumbBY - - - WBLL INFORMATION: Diameter 2 Casinq depth 50 Total depth 60 sWL 50 Aquifer Unconeolidated Sediments CQMMENTS: f'6% 6128917031 07-28-93 10:01AM P001 St23 • 1; ; • . JUN..=26' 96(WED) 10:39 DANOTA CO ENV MGT TEL:612-891-1588 P. 0 0 1 ~r~ =:'~`.i . , ' Municipa[ Notice of Well PermitApplScation ';t,m'r~.;.: : Dakota County Enviromnental Management Department VJater and Land Management Section . . 14955 Galaxie Avenue West Apple Valley, MN 55124 +'.'c~ii~;z'~';` • Tel (612) 891-7011 Fax (612) 891-7031 en ~~,•;..r: r. , v DATE: Ju»e 26, 1996 TomColbert/VVayneSc6wanz Fex#: (612) 6814612. . "'FROM: Water and Lend Management ! RE: We1lPermit#: 96-H105668-71 WellType: Sealed ~ Municipality: Eagan Environmental SpecialisC Luehrs The Water and Land Management Section af the Dskota County EnvQOnmentaf Management Depaztrnent has received the following penmit application for the well described. If you iequire further ;review;of the application or if you have acry quescioiu or concems about it, contact the Environmental ~5pecialist listed a6ove or our office et (612) 891-7011. [f there is no response fram your office within 24 HOURS (excluding weekends and holidays), wa will assume that you heve no objedions to the lssuance of the'perntit Please note thst permit issuance is always wnditional on the permit applicani's observance of „and complianca with aIl applicable state, county, and municipsl laws and cades. Well Contractoe Thein Well Compeny Datc application received: 7une 24, 1996 `Anticlpated Drilling Date: Octnber 20, 1994 Time: :y':'~.`. ' AnticipatedGmutingDate: / Time: ~GI'v;.:>' Propcrty Owner. CJT at Eagam Limited iWe11 Owner. Trapp road LLC ::~WELLY.OCATION: ' 1/4, 9E I/4, NW 1/4, N61/4. Sec3. Town 27, RanBe 23 c'"~+ Stroet address:. 1200 Trapp Rd 'PIN Number. TM-POOOo-005-52 i'r:•: ;S. ~r: ; ;VfEI.L INFORMATION; :~:4~••' .'_.f 2 Casing depth: 55 Totsl depth: 65 •,:.::'-:4 Ststic Water LeveL• s.;.:Aquifer unconsolidatedsediments liQ1Yl1YU]1\ 1 J: .~,ApvIV' Y , .'ir5~f",ai~ra '•'~iJl:i . ~ ,~V: a ' "'..I'..'~,~i ~i r;y~i:$:""3`• . : s~ e: iY .u, i•..J~ L': ~R-95%~~,rri;~;;i,~~'•"y 'z 612 891 7588 06-26-96 I0:62AM P001 #07 :.w,....._,. e~,.c..,.:..',•c..._ . FAG;rJ?.IQp,t~ # ~ L of" a , (3j< ~ EAGFN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 PERNIIT FOR WATER SERVICE CONNECTION Date: June 4. 1968 Number: 9.L- S« 3 Billing Name: Site Addreae: Owner:Rauenhorst Corn. silling Address.(pc.,4!~c Plumber:Conaolidated Plbg. & Htg. Co. Location of Connection Meter Size Connection Chg. , Meter No. Permit Fee 4 •,C3 Meter Reading Meter Dep. Metez Sealed: Yes Add'1 Chg. NO Total Chg. Inspected by Date Building is a: Remarke: Residence Multiple Ho. Units Commercial Iadustrial gp; Chief 7nspector other G'ravel' Pit Weigh Station In consideration of the issue and delivery to me of the above permit, I hereby agree to do tFe proposed caork in accordance with the rules and regulations of Eagan Tozanship, Dakota County, Minnesota. ( By: Plea:ie notlfy the above office when ready for inspection and connection. CITY OF EAGAN SUBJECT: SPECIAL PERMIT APPLICANT: LUNCfI KING (MARK MILLER) Z 0-,P' IACATION: LO'P 3, BLOCK 2, EAGANDAI,E INDUSTRIAL PARK EXISTING ZODTING: LIGHT INDUSTRIAL DATE OF PUBLIC HEARIyG: OCTOBER 20, 1987 DATE OF REPORT: OCTOBER 14, 1987 REPORTED BY: pLANNIyG DEPARTMEDIT APPLICATION: An application has been submitted by Lunch King for a special permit to grant the placement of a Class 2 restaurant in a light industrial area. PLANNER COMMENTS: The subject parcel is located near the intersection of Eagan Industrial Road and Eagandale Boulevard. (Please refer to enclosed exhibit). A special permit is required since Class 2 restaurants are not allowed in industrial zones pursuant to the Eagan City code. Lunch King is an on-site deli style lunch service, serving hot and cold sandwiches, salads, soups and beverages along with coffee and pastries. The facilities will include areas for dining and take-out as well as delivery. The principal purpose for locating at this site is to serve the Eagandale Business Campus which does not have restaurant services within close proximity. The applicant will be leasing approximately 1,000 square feet with store front facing the main road. Ample parking appears to exist for this facility. If this special permit is approved, all other applicable City ordinances shall apply. Enclose Exhibit SITE 1230 Eagan Ind. Rd. \ L ~ 494 ~ ~ . ss ~ ' . 2B iR~iV PO + ~ I . ~ ~ ...5 CORGOR~f 1 Z 3 ~ f i~ ]f 16 i) xe i EAG~M IN~ R¢ - ..a r.~ .i ~ D 6~ ~ 2(~ IMwFOWAflE AREA rz „ ~ ',s ~ 9 ~ ° or ~ . 6vALON AvENUE SPERRY LOCATION 21 °'"s'°"°` •'~3' • 1 MNO 16 j ~ ~4.y4r 1) 14 utl~~O MAP ~ o.;.. 10 µF"ite 3p ~75f 'o 5 ~ ? ~ .1~ W ? „ ~ ,H 27 " J CARSON 2 .~i{ PIRiE s $ ~ ~ ~ SCOTT n . ' J ~,z IONE OAK NWD 9 22 •.x, . 201' ~ N O ~ ~ X-----, 118' C 1 20 ~ ~ 20 FLOOR ~ ~ PLAN b ~58'-•I ~r ~ o M - 126' a N cl) (V ~ OD ~ ~ O ~ N j- 182' 130' i ~ r rt-- ~ • r ~ ~ ~ loOfla~ ~ e thY~~,) o ~ 1 . ~0~ L0 ~ lemif.,44 l~1 rJ_.., ~rr~,W /DJ O I r 0~ ~ ~ J ~rvict v • 1~,,`cr J*ti by U N ~ S q~l~•8~ c(,~- ~ 4 ity oF eagan )aoo i"1 E 3795 PIIOT KNOB ROAD. P.O. BOX 21199 BEA BLOM9UIST EAGAN. MINNESOTA 55121 Mw« PHONE' (672) 454-8100 THOMAS EGAN JAMES A SMITH September 5, 1984 JERRVTHOMAS THEODORE WACHTER COU!'.CiIMEnbErS THOMAS HEDGES Qty Atlmirvsimtor EUGENE VAN OVERBEKE Cny Clerk MR. TOM DAVIS NORTHWESTERN MUTUAL LIFE INSURANCE 4940 VIKING DRIVE - SUITE 424 MPLS., MN 55435 RE: LOT 4, BLOCK 2- EAGANDALE CENTER INDUSTRIAL PARK Dear Mr. Davis: In response to your request as to what process would best accomodate the splitting of Lot 4, Block 2 into two parcels would probably be the Waiver of Plat. The reason Staff is suggesting this approach is that presently Lot 4, Block 2 is a platted lot and splitting this parcel into two pieces can be done with a very short legal description. It is the City's understanding that the request to split Lot 4, Block 2 is two fold. First, to accomodate the re- location of the Williams Brothers Pipeline. This would then allow the pipeline to run down a common lot line splitting two industrial facilities. The westerly portion of Lot 4 would then be sold to Lexington Standard, which would accomodate their future expansion. The easterly portion of Lot 4 would then be added to Lot 3 to make a more usable parcel for future building. In review of all of the circumstances, in order to subdivide pro- perty by either replatting or waiving the platting process, this request to waive the plat makes the most sense. It is the most cost efficient and expeditious way in order to split Lot 4 into two parcels plus allowing the relocation of the Williams Brothers gasline and also adding additional land to two existing lots. Therefore, the Planning Department would in this case recommend the Waiver of Plat over the platting process. Sincerely, ~J, q'K~~ Dale C. Runkle City Planner DCR:jbd THE LONE OAK TREE.. .THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY a.o i • Suite 1440 8400 Normandale Lake Boulevard ~jt)fthv~g p gtem ' Bloomington, Minnesola 55437 Telephone: 612-921-2700 C.. REAL ESTATE INVESTMENT OFFICE April 21, 1986 Ftr. Jim Sturm Assistant Planner City of Eagan 3830 Pilot Knob Road Eagan, I•11J 55121 RE: Twin City MMC Building Dear Jim: As per your request, The Northwestern Mutual Life Insurance Company will guarantee the payment of $20,000 for landscaping of the above development on Lots 1, 2, 3 and part of 4, Lots 35 and 36, Block 2, Ea9andale Center Industrial Park. This letter agreement is intended to take the place of a landscaping bond or letter of credit. If you have any questions, please contact me. Yours very truly, THE NORTHWESTERN MUTUAL LIFE INSURANCE COMP NY - ~ i ~~,U~- ,0. avil Thomas S. Davis Assistant Manager TSD:C cui -Ine~se>~I /~P~;l a~ /9BG PFFKoTrt L'oct.vTY ELIZABETH A. WITT V% NOTARY WBUO-MINNEHOTA DAKOTA COUNT1f My y Commbelon Explrw FO.10. K01 THE NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY•Milwaukee r - ~ - - - - - - - llt~p - - - ~ - - - - - - 2,`1 7.4'' ~--b~.---~~-. ow• v _ I`w • °°f`~~ 7 - ~?(00' ~ - - - ~ - - -~-j- - - 'rr - _ I fl - - .L s ~ - - - - - - 1°1 ~ - - - - - ~ - ~i ~ ~ - - - --------C~' . ~~l-~ . . i ~.T_ ; ~ ~ ~ ~ .._i i„ ; ~ L A _ ,j - r: FJ i~ ~~-y_' ~tl -'-J: 'i i` ~f L - ~ ~ SFO- ~ - - -'------`-'--r~ L I, Z, 3, 41 3S, 3G ~ z ' =.~•~piJOAL.E G'T~' . ( IJ D GRINNELL HYDRAULIC DESIGN INFORMATION SHEET , NAME\p}I(Il eTo MATLRlAI. MAhi4=-MGL DATE S'3G-R(0 LOCATION E/aGANLI MiNrJ ~ BUILDING SECOrvD FL-~eR SYSTEMNO. CONTRACT NO. !~O ~DZ a2' CONTRACTOR CALCULATEDBY E~F2S~iERC'E2 DRAWINGNO. 2 dF 3 CONSTFUCTION: ?COMBUSTIBLE ~NON-COMBUSTIBLE CEILINGHEIGHT ~0 FT. OCCUPANCY I YV APPROVINGP1.1rHOaiTIES nn21 FCtc" ~ JS~NFPA. 13: ? LT. HAZ. ORD. HAZ. GP. ? 2 ?3 ~ EX. HAZ. MNFPA 237 ? NFPA 231C: FIGURE ; CURVE ? OTHER (Specify) C7 OSPECIFIC RULING MADE BY ~ATF N ~ AREA OF SPRINKLER OPERATION SYSTEM TYPE ui DENSITY - ~ S WWET ? DRY ?DELUGE ?PRE•ACTION } AREA PER SPRINKLER SPHINKLER OR NOZZLE q ~ HOSE ALLOWANCE GPM: INSIDE MAKE 419I1-jrIrL<- MODEL F- IsO HOSE ALLOWANCE GPM: OUTSIDE 46z~jor_ gIZE 1~Z K•FACTOR RACK SPRINKLER ALLOWANCE TEMPERATURE RATING (09 CALCULATION GPMREQUIRED SrIS.Z PSIREQUIRED 55•3 JT2GEr lsoaCnr~ocmioo~ i SUMMARY .~C" FACTOR USED: OVERHEAD ( ZO UNDERGROUND ~O WATER FLOW TEST PUMP DATA TANK OR RESERVOIR DATE & TIM E , RATE APACITY CAPACITY a STATIC PSI / L AT PSI ELEVATION 0- RESIDUAL PSI 7 ELEVATION N GPM FLOWING _341 WELL m W ELEVATION OOF FLOW G ~ Q 3 LOCATI O N SOURCE OF INFORMATION COMMODITY CLASS LOCATION STOFAGE HEIGHT AREA AISLE WIDTH W STORAGE METHOD: SOLID PILED PALLETIZED % RACK C7 Q p ? SINGLE ROW ?CONVENTIONAL PALLET ?AUTOMATIC STORAGE ?ENCAPSULATED y ?DOUBLEROW ?SLAVEPALLET ?SOLIDSHELVING ?NON- Y ? MULTIPLE ROW ?OPEN ENCAPSULATED F- G O Y ~ ¢ FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING 0 LONGITUDINAL_ TRANSVERSE FT. IN. U HORIZONTAL BARRIERS PROVIDED GAINN ELl G4322-Rev. 4.77 PRINTED IN U S A. GR]:I) I)IA(,1RAM ,lob titlr : ESECUNI) FLOUR [XXX] - Node ru.imbar_: XXX - F'ipe rnamb.r-.rs C 1] L 2]------ C C a]------- L'°s 1 C t, C 71 I 1 2 3 4 5 6 ; 7 14 cl ] ~ 91 E 101 ~ W E 121 C 131 ( 141 y io 31 12 13 ~ 15 22 [115]-------E 16]------ [ 171 1cl]------ [ 191 20]--------~ 211 ~ lE, 17 1;=: 19 20 21 ~ GJ 2!i I I ~ I [ 22]-------------------------------------------------- E E 241 ~ 24 LS 1 27 29 i ~ r. 251 -------------------------------------------------------------E 261 ~ 0_: ; _;r.) 32 C~27]------------------------------------------------------------- C 201 ~ ~ 31 :as C~:9]--------------------------------------------------------------C so] I 34 I 3E, 38 [ 31]------------------------------------------------------------- C 327 ~ 37 ~ 41 [~:,:;7--------------------------------------------------------------- f. 347 42 44 r'351 ------------------------------------------------------------------E 361 ~ na ~ p.s 47 [~',7]---------------------------------------------------------------------C 301 , ~ 46 4:-: so 39]-----------------------------...-------------------------------------------C no] ~ ~ 4= 51 53 [~:+17----------------------------------------------------------------------L 427 ~ 52 I :'~F_~ 54 C n ) C 44:1 I ~ 55 ~ ~ ,7 ' as] C 49] [ 4_:] E 471[ 461 (snuRcr) 60 58 1 so)-------------------------------------------------------------L 59 I °SPf;INI<LFR SY5TEM HYDRAUL'SC AhIALY5IE3 ~ 7nB 1'I1"LC: I 7OL3 TITLC_ SECOND FL.OOR PI.PE UATA Wpl"ER SUPF'LY DATA P]:PE N0. ~ NC!DE # C STATIC RESID. FLOW AVAIL_ TOT'AL Enin I :;OURCL PRESS. PRESS. @ PRE`.:SS. @ DCMAhIII NOUES i (F'SI) (PSI) (GF'M) (P`•iI) (GPM) t 27 i 46 72 _ 0 67.0 3410.0 71 _ 8 575. 2 i `I5 AGVREGATE FLOW ANALYSIS: 2= i 25 26 ~ TOTAL FLUW AT SOl11;CE 575.; i "fOTAL_ H(1SE sTREAM ALLCIWANCE: AT ;OURCE 250.1 29 OTHER Ht1SE STREAM ALLOWANCES 0•1 24 j TOTAL DIEtC:HARGE F-ROM ACTIVE SF'fiIlUl<LERE3 325-'. 2r'. 30 ~ NODE ANALYSIS DATA 25 ; 27 NOI)E d# ELEVATION NODE TYPE PRESSURE DISCHARG (FT) (PSI) (GPM) 31 ~ 2 7 1 23.0 - - - - 22.9 - - - 28 i 2 25.0 K= 5_60 13_1 20.2 25: 0 I<= 5.60 12. 2- 19.6 32 4 25.0 I<= 5.60 12_1 19.5 26 i 5 25_0 K= 5.60 12_3 19.E. 28 ~ t. ~'S.0 I<= S.E~O 13_2 20.4 7 23.0 - - - 22•4 _ 33 ~ 8 <^3 . 0 - - - - 23.0 - - - 27 i a 25.0 K= S.E;O 13.1 20.3 ; 10 25_0 K= 5.60 12.3 ly-r, 11 :5.0 K= 5.60 12.2 19.5 34 12 25.0 K= S.F6O 12.3 19-6, 29 - 13 25_0 K= 5_60 13_3 20.4 - - 30 14 . 20.0 - - - - 23.0 i - - - j ._',i _ 0 - - - - 23.2 36 1 16. 25.0 K= S.f~O 1.:~_: '.211.4 28 17 25.0 I<= 5_ E;0 12.4 19.7 30 I 1_; 25_0 1:= 5.60 12.3 1'::+:7 ~'J.O K- 5.t~O ].~~_5 1~~,-: 56 ; 20 2$.0 K= 5.60 13.5 '.?O.S 21 23_0 - - - - ' 23.3 - - ,:il 22 23.Cl - - - - '.?.i_R - - - 2-3 25_0 K= 5_60 21.9 26_2 37 24 23.0 - - - 23.9 - :il 25 23 _ 0 - - - 24.5 - - ' 32 - - - - 24.7 - - - ' ;.'r". 23.(:] - 27 23_0 - - - - :'S_L - 38 25 23_0 - - - - 25_4 - - - SO 29 23.0 - - - - 30.4 - - - 32 3Cl 23 _ Cl - - - - 26_ 2 - 3.0 - - - - 31.2 - - - 31 • 31i) 32 23.C1 - - - - 26.9 - - - 31 33 23. 0 - - - - 32_ - - 3:; 34 23. Cl - - - 27.4 SPRINKLER ;;YS"fEM HYI)RAULTC: ANALYSTS r_JtiCi TITLE: SEOnNp FLOUk PIPE i)ATA (corit.'d) f'7PE N0. Q(GPM) i.)IA(IN) LENG7'H F'kESS. FNU ELEV_ NOZ. PT I)TSC. VEL(FPS) HW(C:) (rT) SUM. NOI]ES (FT) (1:) (F'SI) (GPM) F.L./FT (PESI) 40 15.8 1.380 F'L 178.0 PF 4.6 33 23 _ 0 0.0 32.1 0.0 3.4 120 FL 30 _ 0 PE 0_ 0 34 23.(] 0.0 27.4 0.0 0.022 TL 200.0 PV 0_1 41 -141.4 2_630 PL 10.0 F'F 0_6 32 23_0 0_0 26.9 0_0 8.4 120 FL. Cl.ll P[ O.f:l 34 23_0 0.0 27.4 0_0 0_055 TL 10_0 FV 0.5 42 • -199.5 2.650 PL 9.5 PF 1.0 33 23_0 0_0 52.1 0_0 11.8 120 FL 0_0 F'E O.C) 35 23 .0 0_0 33_0 O.U 0_104 l"L 9.5 PV 0_9 413 14.4 1.380 PL 143.0 PF 3.0 35 23_0 0_0 33_0 0.0 3.1 120 FL 18.0 PE 0_0 36 20.0 0.0 30_0 0.0 0_019 TL 161.0 PV 0.1 44 -125. 6 2.630 PL 47.0 PF 2.6 34 23.0 0.0 27.4 0.0 7.4 120 FL 12.0 PE 0.0 35 23.0 0_0 30.0 0_0 0_044 TL 59.0 PV 0_4 45 -213.9 2.630 PL 10.0 F'F 1_2 35 23.0 0.0 33.0 0.0 12.6 120 FL 0.0 PE 0_0 37 23.0 0.0 34_2 0.0 0.119 TL 10_0 PV 1_1 46 16.4 1.380 PL 143.0 PF 3.;=; 37 23_0 0.0 34.2 0.0 3.5 120 FL 18.0 PE 0.0 36 23_0 0_0 30.4 0.0 0.024 TL 161.0 PV 0.1 47 -111_2 2.630 PL 10_0 PF 0.4 36 23.0 4_0 30_0 0.0 6_6 120 FL 0_0 PE 0.0 3B 23.0 0.0 30.4 0.0 O.O3 °i TL 10.0 PV 0.3 48 -230.4 2_630 PL 10.0 FF 1.4 37 23_0 0.0 34.2 0.0 13.6 120 FL 0_0 PE 0.0 -59 27).0 0_f.l 35.6. 0.0 0.136 TL 10_0 f'V 1_2 49 18_0 1_380 PL 143.0 PF 4_9 39 23_ 0 0.0 35.6 0.0 4_ 0 120 FL 18.0 PE 0.0 40 27.0 0_0 30_7 O.CI 0.0:>1 TL 161_0 F'V 0_1 50 -94 _ 7 2.630 f-'L 10.0 f'F 0.3 38 23.0 0.0 30.4 0.0 5.6 120 FL 0.0 PE 0.0 40 23.0 0.0 30.7 O.CI 0_026 l"L 10 _0 FV 0_2 51 -24 S+. 2 2_ E,3O PL 10.0 PF 1_ E, >S+ 27).Cl a.o 35_6, (1.O 14.7 120 FL 0.0 PE 0.0 41 23.11 0.0 37_2 0.0 G_157 TL 10_0 f'V 1.5 52 20.5 1_320 Pl._ 147.0 PF 6_3 41 <^3 . 0 0_ 0 :;7_<' 0. 0 4.4 120 FL 30 _ 0 PE 0. 0 42 23.0 U.f:l 1:30.=l 0.0 0_036 1"L 177.0 P'V Cl.l SPFtINKLER SYS-fEM HYDkAULIC: ANALYSI.S Pacle 7 JOB 7ITI_E: `.3ECONI? FLOOfl PTPE UATA (cont.'d) PIF'E NCt. f_1(GF'M) DIMIN) LENGT'H F'F;ESS. END ELEV. NOZ. PT DTSC. VEL(FPS) HW(C:) (FT) SUM_ NOI.)ES (FT) (K) (PSI) (GF'M) F_L./FT (PSI) 53 -75. 9 2_ 6-30 PL ] 0_ CI PF 0. 2 40 23.0 0_0 30.7 0.0 4.5 1E0 FL 0.0 PE 0.0 42 23.0 0_0 30_8 0.C) 0.017 TL 10_0 PV 0.1 54 -269. 7 2_ r,:i0 PL 10 _ 0 PF 1.8 41 23.C1 0.0 37_2 0_0 15.9 120 FL 0_0 PC 0_0 43 23_0 C)_0 39.0 0_0 0_102 TL lO.CI PV 1.7 S5 24..6 1.380 PL 14.°>.0 PF S.1 43 2 -35 .0 0.0 39.0 0.0 5.3 120 FL 10 _0 PE 0_C1 44 0-3.0 0.0 30.9 0-0 0.050 TL 161.0 PV 0.2 rr, -55 . 4 2.630 PL 10.0 PF 0_ 1 42 23.0 0_0 3C).8 0.0 3.3 120 FL 0.0 PE 0.0 44 23_0 0.0 30.9 0.0 0.010 TL 10.C1 PV 0.1 57 -294.3 2.6-30 PL 8.0 FF 4_3 43 23.0 0.0 39.C) Cl_0 17_4 1:'0 FL 12_0 PE 0_0 45 23.0 0. 0 43.3 0. C1 0.214 TL 20 _ 0 PV 2.0 58 30 2.630 PL 2.0 F'F 0.0 45 23.0 0.0 43.3 0.0 1_8, 120 FL 12_0 PE 0.0 50 23 .0 0_0 43.2 0_0 0_1103 TL 14_0 PV 0.0 59 30. 8 1.3-I0 PL 143.0 PF 12.3 50 23.0 0_0 43.2 0.0 r_.E120 FL 18_0 PE 0.0 51 23.0 C1.0 31.0 0.0 0.076 TL 16,1.0 PV 0. 60 -30. 8 2. f.30 PL 1.0. 0 PF 0.0 44 23.0 0_0 O.a 0.0 1_8 1~'0 FL O.CI PE 0_0 51 23_0 C)_Cl -:)1.0 U.CI 0.003 TL 10_0 PV 0.0 r1 -325.1 4.2r`,0 PL 2'.i.0 PF 1.7 45 23.0 0.0 43 C1.0 7_3 120 FL 42.0 PE 10.0 49 0.0 0.0 55.0 C1.0 CI.025 TL 71.0 f-'V 0.4 62 .250 PL 1_ ll PF' 0. 1 49 0. 0 0. 0 55.C) p_ fl . Q 1.20 FL 104 . 0 PC 0_ 0 48 0_0 0.0 55_1 0.0 Cl_C101 TL 105.0 F'V (:l_U r,,, -325.1 G.51d P'L 50_0 P(= 0_1 4; ; 0_ 0 Cl _ 0 S:i _ 1 O. Cl 1._': 1 40 r- t_ 5 2 . o PE 0.0 47 0.0 0.0 55.2 0.0 0_001 TL 102.0 PV 11.0 64 -325 _ 2 8 _ 510 PL 2~;0 . 0 PF 0_ 2 47 0_0 p_D 55.2 (.]_C] i. inp F=1_ 79_0 PE Il.l) 4E~ 11 .0 SRCE 55 (N/I+) 0_001 "(L 269 _0 F'V CI_0 3PRINKLER 3Y:31"E=M HYDI;AULIC ANALY:.=SI£s P+n~~e c ,iUG TITLC: SC.-=COIVC7 FLOUR NOT EcS c (1) l;cilCUlailOflF• WE'1'P F>Bt"f'OYRiF?d by t.riQ H/a.iS 3_ i computer program under licene:e no_ 4C1324C: granted by 1-IRS Syst.e.m;., Inc. 2193 Ranchwood Dr., hl. E. Atlarit8, Geor'gi8 30545 (2) The system has beeri btilahc:rd to Pt'ovlde an avertige imbalance nt each riode af 0.007 opm and a maximum imbalanre at ariy node of 0.559 C1pm. (3) VE`IOClt.y pYE`sSUF`BE; aYP printed for- information Ofily, C7fid clY'B not used in balanr.iny the _=.y::tem_ Maximum wat.er vclor..ity in any pipe is 17.4 f't./sec. (4) a. Syst.em remot.e arca HAS bF>en proven or 'PeriL:cd'. t). Minimum Pressure at any sprinkler• 12_119 psi c_ Minimum pre:sure with remote arc.a =hifted one spr'irikler spaCe towt7rd ne:•ar croSS main- 12_156 p<_;i d. Minimum pre=_:sur•e witFi remote arca shifte(J nne sprink].er spBCe toward feir cross mairi_ 12_235 psi SPRINKI_CR SYSTCM HYDRAULTG ANALYSIS Pa9e 9 JOB TITLE: SLCOND FLOOR WATER SUPPLY CURVE 120+ ~ 110+ 100+ .a0+ P 80+ R i E i S 4\o\\\\\\\\\ s 70+ U ~ 67 Ps1 @ 3410 9Pm-) ~ R ~ Flaw Test Point. E ~ t, O+ ( I P ; X 5 ; I 50+ 3 I ~ 4o+ ~ 3n+ 20+ LEGEIJCI " „ I X= Required W:itnr SupplY " i 55 _ 3c PS.1 (g 575 _ 2 9PIf1 . 1 D+ ~ 0- AVallable Water SuPpI.y .I 71.81 Psi @ 575.2 9pm ____+_____}______+________}________-i---------- 800 1200 1600 2000 2400 20,00 3200 3600 4000 r-Low (GPM) GRINNELL G~. ' HYDRAULIC DESIGNINFORMATION SHEET NAME~Ailnl 17Y MATFPtRL I `PcNR eFJV\EDATE LOCATION Ca 4-A.0 BUILDING FSYSTEM NO. . CONTRACTOR CONTRACTNO.~n-~~oEO AIL CALCULATED BY E 13~~ S R E12C-~~ _ DRAWING NO. I O F 3 CONSTRUCTION: OCOMBUSTIBLE ~tNON-COMBUSTIBLE CEILINGHEIGHT ( 2-6 FT. OCCUPANCY APPROVINGPU7HORITIES MERlCAI.L l5K ~T`~ ~5NFPA. 13: ?LT. HAZ. ORD. HAZ. GP. 1 ?2 ?3 O EX. HAZ. MNFPA 231 ONFPA231C: FIGURE ; CURVE Z QOTHER(Specity) C7 ~SPECIFIC RULING MADE BY DATE N W ~ AREA OF SPRINKLER OPERA710N 2 mn SYSTEM TYPE ~ DENSITY o I S (WET ? DRY ?DELUGE ?PRE-ACTION y AFEA PER SPRINKLER ~E~ SPRINKLER OR NOZZLE y HOSE ALLOWANCE GPM: INSIDE MAKE(3'1{1n(ti/ELL MODEL ~(C14~ HOSE ALLOWANCE G PM: OUTSIDE 0 SIZE_ YZ K-FACTOR S.Cn RACK SPRINKLER ALLOWANGE TEMPERATURE RATING (l c;' CALCULATION GPM REQUIRED S O. 'L PSI REQUIRED LL2 57p~GT - ~5peulylocallonl SUMMAFiY "C" FACTOR USED: OVERHEAD 21~ UNDERGROUND WATER FLOW TEST PUMP DATA TANK OR RESERVOIR DATE & TIME RATED CA CITY CAPACIT - ~ a STATIC P51 ~ AT PSI ELEVATION j RESIDUAL PSI ~I ELEVATION \ ~ GPM FLOWING ~ ~ WELL W ELEVATION P OF FLOW ~ G~ ¢ 3 LO CATI O N SOURCE OF INFORMATION COM MO DfTY CLASS IOCATION STORAGE HEIGHT AREA AISLE WIDTH W STORAGE METHOD: SOLID PILED % PALLETIZED % RACK C7 Q p ? SINGLE ROW ?CONVENTIONAL PALLET ?AUTOMATIC STORAGE ?ENCAPSULATED y QDOUBLEROW ?SLAVEPALLET ?SOLIDSHELVING ?NON- ? MULTIPLE ROW ?OPEN ENCAPSULATED ~ O O Y FLUE SPACINCa IN INCHES CLEARANCE FROM TOP OF STORAGETO CEILING 0 LONGITUDINAL_ TRANSVERSE FT. IN. U HORIZONTAL BARRIERS PROVIDED GRINNELLG<72PRev a]]PRINTEDINUSA. GRINNELL CONTRACT N0.36o-3&Io4&Z A-L SHEET NO? OF_ NAME DATE LOCATION FIRST 'FL-ooR - NOZZLE FLOW PIPE FITTING PIPE EOUIV. FRICTION RECOUIRED HYD. TYPE & I IN SIZE 9 LENGTH LOSS P.S.I. REF.PT ELEV. NOTES LOCATION G•P•M. EVICES P.S.I./FT O Q o PT I_t 130 1~ TOT• 15.0 'pO(O PE 5 Q LGTH. PT 1"Z.'Z 4 19. TG. PF ~ `ip- Q T. PE 5. 6° ~ FTG. PF - - ~ - - GTH. PT 12. ~ Q TG. o3S PF .3 a r9.5 0~- T. to.o - E GTH. Pr e . Y TG. Z PF . 7- 2 Q3q, ( 4' T. o.o PE 1020. (o H. PT l . FTG. Z4- PF .2 Qsq,B ( Z OT. 10.0 `1 PE aZI.S TH. P7 Q81 3 2 T .a64- PF OT. lo.o PE a2Z o GTH- PT 5. Q103.5 2 OTG. T. I o.o .1 PE s. 14• ~ 23. GTH. Z.o PT 5.~ - o FTG. o. PF ~~.9 0f2~2 T T. 2.0 ( PE 23.a f-z 3 0 -fW ~~HPF.Z K=~~- 0 21o 3 TOT 3.0 •olS PE '29.3. ~ K~J~' 6~. Q Z •°,rvz FLGT TGH 8 PF t .8 Q~ 3 QzS3,3 3 TOT. 13.o oS PE z'7• o L TH. T Q=Kfp 0 67°~ FTG. ,Oc~8 PF 2. l9.r7 /9 S 0340,3 3 TOT. ZS.o P •o FTG. F ~ ET LGTH. Pr Z TOT. P E 0.3 TH PF ~ ~ Z14 TOT. PE TH• FTG- PF 0 TOT. PE a 6TH. PT FTG. PF Q TOT. PE o LG H. PT FTG. PF 0 TOT. PE p LGTH. PT FTG PF 0 70T. P PT F-4321 PRIN?ED IN U.S.A. CONTRACT N0.3.'3. io~ AOL GRINNELL SHEET NO 3 OF_ NAME DATE LOCATION F, RST ~7L-ooR NOZZLE FLOW PIPE FITTING PIPE EOUIV. FRICTION REOUIREO HYD. TYPE 9 IN SIZE 8 LENGTH LOSS P.S.I. REF.PT ELEV. NOTES LOCATION G.P.M. DEVICES P.5.1./FT Q FTG. IS- S l~(4 TOT. o o _035 pE 2 3 Qr9.7 LGTH. PT Z. Q Z(~[~- TT. 10.0 PE .'2 Q.ZO 60 GTH. 7 I TG. PF Z QS`l.g (2 T. -lZQ- PE Qz1 S GTH. o. o PT l . 3 2 =2o TT. 20 .5 PE 2. 3 p GTH. PT _ c~ 3 Q TG. PF ~P ~,~-.7 1 OT. PE ~9. Q H. P r ~ FTG. PF OT. PE p TH. PT Q T • PF OT. P a GTH. PT Q TG• PF OT. PE p GTH. PT FTG. PF Q T T• PE p 1.6T H. T FTG. PP Q TOT PE p LGTH. P7 FTG• PF Q TOT• P E - p L TH. T FTG. PF 0 TOT• P p LGTH• Pr FTG. F Q TOT. PE p TH PT FT . PF 0 TOT• PE p TH• P FTG. PF 0 TOT• PE o GTH. PT FTG• PF Q TOT• PE p LG H. PT FTG~ PF 0 TOT. PE p L6TH. PT ~ FTG PF 70T. P Pr F-4321 PRINTED IN U.S.A. GRID D'lAG;IZAM J'ob title: RE f.XXX] - Node rnamber:. XXX - Pipe numbrr s [ 11------ C 2]------ C C 47------ C s] C 6]------ L 71 ; i 2 n e~ r, ; 7 ia E ' 81 r. 91 r. 101 E IA r 123 r_ 131 r 141 ; 1-1 9 io ii 12 13 ~ is 21 [~157----------------- C lr,a ~ 171 ------c 12]------ E 191 ------E 201 I 16 17 19 20 ; ^2 24 f~2i]------------------------------------------------------------- L 221 ~ ~ 2:> ~ 2 5 27 [~23]------------------------------------------------------------- E 241 ~ i 26 ~ 2:: 30 [ 25]---------------------------------------------------------------[ 261 i i 29 31 .i :3 [ ~ 271 E :'S~ ~ ~ 3'..' ~ 34 ;ar`, [ 2"01 -----------------------------------------------------------------c 301 ~ 3.~ ~ ~ 37 'J9 [ ~ 317 L 321 40 42 ['33]----------------------------------°----------------------------------------------F 341 ; 41 I A> 45 [35]-----------------°-------.__...----°---._.._...--------------.._..---......----°---------------------E 361 ' ~ 44 ~ 46 hE: [1.i71 381 i 47 i 4'=+ .5.1 391 E 401 i 50 ~ 52 54 f i. ] i: 4'21 ~ j JJ I JF) :J7 [~4=>]------------------------ 441 60 [1451 -------------------------------------------------------------C 461 5'=+ , [ so] C49] C a;;] C 471 (sour:cE) 11~ .;FRINI<LER `3Y<STEhI NYI.)RAl.1L]:C: ANA,t_Y:STS F'age 1. TW'TN CITY -FTI;ST I-LC ;TOB TI7LF: EiE WATER .UF'PLY I.)A7A NODE #@ 8TATIC RESID_ FL_OW AVAIL. TOTAL REWD SOURCE PREL75. PRESS. oi I'RES.`-S. [)EMAND PRE'3S. (F'SiI) (PSI) (GFM) (PSI) (GPM) (PSI) 47 ?'.'.C) 67_0 5410_0 71_8 590_2 67.2 AGU'REUATE FLOW ANALYS]:S: 1°UTAL FLUW AT SOURCE 590.2 GI'M TIiTAL HOSE STREAM ALLOWAhdCE AT SOURCE 250.0 GPM iiTHER HOSE ::STRLAM ALLOWANCE'S f:l.C) GPM TUTAL DISCHARGE FROM ACTIVE SPRINKLERS 340.2 GPM NODE ANALYSIS DATA NODE d# ELEVATION NODE TYF'E PRE°tBURE DISCFiARGE (FT) (PE3I) (GPM) 10.5 1C=72J0 21.9 340.3 2 11.0 - - - - 29.3 - - - - - - :i 11 . Cl - - - - 31.9 4 11.0 - - - - 34.5 - - - 5 11 _ 0 - - - - 37.1 - - - 6 11_0 - - - - 39.6 - - 7 10.5 - - - - 47.4 - - - = 10_5 - - - - 26.9 - - - 11_0 - - - - 32_5 - - - 10 11.0 - - - - 34.4 - - 11 11.0 - - - - 36.4 - - - 1:' 11 _ C) - - - - 3;cI . 3 - - 1.3 11_0 - - - - 40.3 - - - 14 10 _ 5 - 47.4 - 15 10.5 - - - - 27.5 - - - 1r, 11.CI - - - - 33.2 - - - 17 11.0 - - - - 35.2 - - 1. R 11.0 - - 37.2 - - 19 11.0 - - - :;q , 20 10.5 - - - - 47.5 - - 21 10_5 - - - - 29.3 - - 22 10_5 - - - 47_7 - - 25 1 U . 5 - :i 0 _ 7 - - 24 10.8 - - - - 47_'a - - - :'°i 10.5 - - - - 32_ 2 - 2r', 10_5 - - - - 48.3 - - - ?i' 10. 5 - - - - - - - 25 10_: - - - - 48.6 - - 10. i - - - 33.9 - - - 30 10 _ 5 - - - 49_ 1 - - - 31 10.5 - - 14.6 - - 02 10. .''i - 49.7 _ :::i ]O.;.i - - - 36.= - 3,'I 10 _S - - 5f:)_n SPt21NKLCR .iYS'I"G.M fIYDRAUI_I:C: /aNEaLYS1S Pcige? : JpB TITLE: L3E h,lul)F ANALYSIS UATA (cont.'d) hIOIIE #I ELEVATION NODE TYPE f'RE'3SU(;E I?SSCHARt3E (FT) (PrT) (GPM) 35 10.5 - - - - 37_2 - - - 36 10_5 - - - - 51.2 - - - 37 10.5 - - - - 37_5 - - - 'iF 10_S - - - - `i:?.r- - 10_5 - - - - 37.7 - - 40 10_5 - - - - 54.5 - - - 41 10.5 - - - - :i? _'a - - 42 10_5 - - - - 56..'.i - - - 43 10_5 - - - - .0 - - - 44 10 . 5 - - - - 5.8 ~ . 4 - - - 45 10.5 - - - - 31R.0 - - - [i.r'1 10_5 - - - - r.0.:> - - - 47 0. 0 SUURCE 67 _ a' 340. 2 [F:=~ 0_0 - - - - 67.0 - - - 4? 0.(D - - - - 67.0 - - - 50 0. CI - - - - 66.9 - - SPRI:NI:LEl3 :tYfSTLM HYGkAULIC AhIALY`.=SIS I'age :i ,-fOB 'I'71LL: BE PII'E ])ATA PTPF Np_ O(GF'M) I.)7A!IN) L[=hIG7Fi Pf;EC3Et_ FNCI ELEV. NuZ_ f-T DI:cs(::. VEL(f=f'S) HW((::) (FT) Esl_IM_ hIODES (FT) (K) (P£7I) (GPM) F.L,/FT (F':SI) 1 -25_2 1.I:750 F'L 46.5 Pf= 7.E. 1 10.5 72.7 21_9 340.3 9.0 120 FL 12_0 PE 0_2 2 11_0 0.0 29_3 CI.O 0.198 TL 33.5 f-'V (].6 -25_:' 7.050 PL 13_0 PF 2.E, 2 11.0 0.0 29_s u_o 120 FL p.!) PC 0_0 3 11.0 0.0 31_9 C1.0 0_198 TL 13_0 f-V O.b ;a -25.2 1_ C750 PL 15_ 0 PF 2.6 ll.Cl 0.0 i1_'=+ 0.0 9_3 l'ZO FL 0.0 PE O.C) 4 11. 0 0. Cl 34.5 0. 0 0. 190 TL 13 _ 0 PV 0.6 4 -25_2 l._GSO PL 13_0 F'F 2.E. 11 11.0 0_0 34.5 0.0 9_3 120 FL 0.t7 f'C 0.0 5 11.0 0. 0 37. 1 Cl . 0 0. 19R TL 13. PV 0.6 5 -25.2 1.050 PL 13_ 0 PF r, 5 11.0 0. C) 37.1. 0_ 0 9.'5 120 FL U. U PE Cl . 0 r, 11 _ 0 0.0 :i'.=+ _ r'. 0_ D Cl . 198 TL 13 PV C) _ r. 6 -25 . 2 1.050 NL 2o.0 PF 7_ 5 b 11.0 0_0 59_6 0.0 9_5 120 FL 12_0 PE (]_2 7 10.5 0_0 47_4 0_0 0_1'=+c' TL 3=I_0 F'V O.r; 7 -3l.°i.l 2.630 PL 20.5 PF 5.0 1 10.5 72.7 M'=+ 340.3 10_6 120 FL 0_0 PE 0.0 = 1U.5 O.C] 26.? 0_0 0.'<'4.> TL 20.5 PV 2.3 -21_7 1.050 PL 26_5 PF 5.0 = 10.5 (].0 26.9 0.0 1131.0 120 1=L 12.0 PE CI.2 9 11.0 0.0 32_5 0.0 0.150 TL 38 _5 f'V 0.4 'a -21.7 1.050 PL 13.1:1 PF ':'.D 9 11.0 0.0 .,2_5 0.0 6.0 120 FL 0.0 PE 0.0 lll 1I.0 0.0 54.4 O.Ct C).1.50 TL 13.0 PV 0.4. 7(] --21_7 1_050 PL 13.0 FP 2_Cl 10 11.6 0.0 34_4 0.0 B_0 120 FL 0.0 PE 0.0 11 11.0 0_0 36.4 0.0 0.150 TL. 13.0 PV 0_n ii -21.7 1.050 Pi__ 13.0 Pr- ;-.o 1] 11_0 0.0 36_4 0_0 3_0 120 FL 0_U PE 0_0 12 11.0 O.CI j=;.S 0.0 I.1,150 "fL 1S.U PV (_!./I l:'_ -21_ 7 1.050 PL 13.0 f'f- 2.0 12 11.0 0_0 38_3 (;l.p B_0 110 FL 0.0 PE 0_0 13 11__0 0.0 40.3 0_0 0.I50 -('L 13.0 f'V 0_4 1:i -21.7 1,050 F'L 31_0 F'1= 6_'.=+ I:i 11.0 0_0 LI-ll.5 U.U J_C.) 120 FL_ 15.0 PE 0 _2 14 10.5 0.0 47.4 f"].U 0.150 fL 46.0 PV 0.4 :;PHINICLLI; SY^T'I:M HYDRd3Ul_I'C ANALY:s:l.S I'aqE:r 4 ,lOB TIT'L_C:: BC PIF'E UATA (r.:ant'd) PI:PE NO_ G(GPM) D'IA(IN) LENGTH PRESS. CND ELEV. N[]Z_ PT DTSC_ VLL(1=P`3) HW(C:) (=T) sUM_ NU!)ES (FT) (I<) (('SI) (Gf-'hl) F.L./FT (PJI:) 14 -25. 2 2.630 PL 8-0 PI= 0.0 7 10.5 0_0 47_4 0_0 1.5 120 FL 0.0 PE 0.0 14 10.5 0.0 47.4 0.0 0.O(:1;' lL H.0 F'V 0_0 15 -293 . 4 2.670 f'L 5.0 Pf- 0.6 0 10.5 0.0 26 0.0 17 120 FL 0.0 PE 0.0 15 10.5 0.0 27.5 0.0 0.21.3 TL 5.0 PV 2_0 lt, --21.9 1.050 F'L W_5 Pr 5.9 15 117.5 0.0 27.5 0_0 8.1 110 1=L 72.0 f-''C 0_2 16 11.0 0.0 33_2 0.0 0.153 1'L 08.5 F'V 0.4 17 -21.9 1_1150 PL 13_0 PF 2_0 16 11.0 O.CI 33.2 0.0 8.1 120 FL 0.0 PC O.CI 17 11.0 0_0 55_2 0.0 Cl.133 TL 13.0 PV 0.4 lcl -21.9 1_050 I'L 13.0 PF 2_0 17 11.0 O.CI 35.2 0_0 0.1 120 FL 0.0 PE 0_0 18 11.0 0.0 37.2 0_0 0.153 'I'L 13.0 PV 0_4 19 -21.9 ].OSO F'L 13.0 PF 2_0 lt; 11.C1 0_0 33 7.2 0.0 ;D _1 120 FL O.CI PE C1.0 1'? 11_0 C).0 39_:=3 0_U 0 _153 7L 13_0 PV 0.4 20 -21 . 9 1.050 PL 38.0 Pr- 0.1 19 11.0 0.0 39.2 0_0 8.1 120 FL 75.0 PE 0.2 20 10_5 0_0 47.5 0.0 0_153 -fL 53.0 PV 0_4 27. -46.9 2_630 PL 10_5 PF 0.1 14 10.5 0.0 47_ 4 0_ C1 2.8 120 1= L 0.0 PE 0_ CI 20 ].p.S 0_0 47.5 O.CI O.OI']7 TL. 10_°, PV O.l •-~L~ • ~>l.r ~ `~.r~_iCl 1- ~L Pr 1 _ 15 10.5 f_1.C1 :27_5 0.0 16 _0 120 FL 0.0 PE O.IJ 21 10.5 Cl.p 29_3 0_0 0.1?~4 TL '~~51 PV 1J 25 -20_9 1.050 PL 103.5 I'r 1a.4 21 10.:5 I:1.0 29.3 0.0 7.8 120 f=L 27.0 PE 0.0 22 100 O.CI 47J 0_0 0.141 -fL 130.5 f'V 0.4 ;'p -65_ 1? 2.630 1-'L 12.5 PI= 0 _ 20 30_5 U_Cl 47.5 0.0 4_1 120 I"L 0.0 F'F 0_0 22 10.5 0.0 47.7 0_0 0_015 lL 12_5 PV 0_1 25 -250. t5 2_ u;:00 f'L 9.0 f'f-- 1.4 21 10.:5 0_0 .""'-:i (_l.C) 74_6 120 FL 0_0 PE (:1.0 23 10_5 O_O 30_7 0_0 0_159 T'L.. 9_0 C'V 10 2r-, -;?0. 1 1.050 F'L 104.5 f'r 17.2 ;_'S 10_5 0.0 30_7 t:l.(:l 7.5 320 1=L 27_U P'E (_l_f_) 24 10.5 [ J_ U 47_q 0. C] 0.111 1 I_ 131.5 P V U_/I c;PRINKLER SYC;7'CM MIYDRAUL.1-C AhIAL.Y:tI:s f'age 5 7OR TITLE: BE PIF°E [)ATA icant'd) PIPE NO. QiGl'M) DIA(lhl) LEN6TH F'f'tE_SE?_ END ELEV. NUZ_ PT plSr_,_ vEL(FP5) HW((:) (FT) SUM. NODES (FT) (K) (PSI) (U'f-'M) F.L./FT (PSI) 27 -="9.7 ^_.r,:iCl PL 10_0 PF 0_2 22 10.5 0.0 47_7 0.0 °i.:S 120 F"L O.CI f-'E l"l.Ct 24 10.5 0_0 47.9 (.l_t) 0_0'c'4 TL 10_0 PV 0_'.? -2:i0.5 2.630 PL 11.0 F'F 1_5 ',?3 10.5 0.0 30 _7 O.C) 13.6, 1;•'0 FL 0.0 PE C).0 25 10. 5 0. 0 :32 _ 2 Cl. 0 0. 1,-)E. TL 1 1_ 0 PV 1.2 29 4 1_O50 PL 103.5 PF 16_0 25 ]0.5 0.0 32_2 0_0 7.2 120 FL 27_0 PE 0.0 26 10.5 0.0 4R.3 O.CI 0_123 TL 130.5 PV 0_3 00 -1.Cly. _I 2_t:-:30 PL 10.0 F'F Cl_'J 24 10.5 0.0 47_O.C) h_S 120 FL O.C) PE 0_0 26. 10_5 0.0 4c~_3 0.0 0_035 TL ]0.0 PV 0_:> 31 -211.0 2 _630 PL 6_0 PF 0.7 25 10.5 0.0 32.2 Cl_0 12.5 120 FL C).CI PE 0_0 27 10.5 0_0 32.9 0_0 O.llr'. TL ~".O PV 1_0 32 9_]. _ 050 PL 105.5 F'F 15.7 27 10.5 0.0 32.9 0.0 7_1 1220 FL 27_0 PE 0.0 28 io.s o_o 4:: .6, 0.0 o.1i9 rL 1s2 _s r-v o..; SS -129.3 2.630 FL 8.0 PF 0_4 ;_>r, 10.5 0.0 4-8 _3 O.tl 7.6 120 1=L 0.0 PE 0.0 1G_5 0.0 Ac~_E. 0.0 0.047 TL 'c~_0 f'V 0.4 >ti -1'?2. 0 _ 630 PL 10. 0 F'F . 0 27 10_5 0.0 .:>1-D .9 0_0 11.3 120 FL 0 .0 PE 0.0 29 10_5 0_C1 1-53 _'p 0.0 0_0'=i7 TL lCl.O PV 0.'=+ 35 -19 _0 1.050 PL 102.5 P17 1.5_2 10.5 C1.0 .~3.9 C1.0 7_C) 120 F'L 27.O F'E 0_0 30 10 _ S _ U 49_ 1 0. 0 l'] ..117 TL 129 . 5 PV 0. 3 =iE. 3 630 I''L 7_ i F'F' 0. 5 210_5 0.0 4_~_f. 0.0 O.c 120 1=L 0_0 PE 0.0 ;,0 10.5 0.0 49.1 0_CI 0_IJr_p "fl_ 7_5 PV C1.5 37 -17=i.0 2.630 PL 9 _5 PF 0_8 10 . 5 CI _ 0 .'i3 _0. 0 10 1.20 F L C1. 0 PC Cl _ 0 ::il 10.5 0_0 34_6, 1'_l.Cl ll.Cl;?t] Tl_ 9.5 PV Cl_7 3:-: --19.5 1.D30 PL ].00_ i f-'f-' 15_fl 31 10_5 0.0 34.6 (1_0 7.2 120 1=L 21 _0 FE 0.0 7;2 10_5 0_CI 4'=+_7 p.0 0.124 'fl_ 121_5 PV 0_4 -.1f~7.;i 2.E.30 PL 7_5 PF O.r', :,l'1 10_5 0-0 p'.~.]. O.f.i 12C1 FL 0.0 PF 0.0 10..'i 0. ;4'.='+_7 C1.0 (1_(li5 fL 7. i PV 0.7 SPR:I'NKLER SYLSTEM !-iYI)R/1ULIC ANAL.YS]'S Pct.r.1E' 7 JOB TI'fLE: BE P]:PE DATA (cont'd) PTF'F NU_ Q(GF'M) I)lA(IN) LE.hIGT'H PkESti. L=hdD ELEV_ NOZ. Pl' I)TSC_ VEL(FPE;) HW(C:) (PT) sUM. hlOi)ES (FT) (I:) (PSI) (GPM) F.L_/FT (P:>I) ' 1.050 PL 5 1='F 18.3 ~ 41 ].O.;i 0_0 37.9 (:1.0 @.6 120 FL 18_0 PE 0.0 4/2 10.5 0.0 56.3 C)_f) 0.172 lL 106_5 f'V II_5 54 -268.3 2. 630 PL 10.0 PF l. . o 40 10_5 O.CI 54.5 CI.CI 15.3 120 Ft_ 0_0 PE 0.0 42 10.5 0.0 0_0 0_1::,0 lL 10_0 PV 1_7 55 -48J 2.650 PL 11.0 PF 0.1 41 10.5 0_0 37_9 0_0 2.9 120 FL 0.0 PE 0.0 a:; io_s o_o 38 .o o.o C) _oo_; -rL 11.0 Pv o.i 56; -23 _ 9 1.050 PL 89 _ 5 Pf- '.?_Cl _ 4 43 10.5 0_0 38.0 0.0 8_8 120 FL 24.0 FE 0.0 44 10_5 0.0 5I=I.4 O.CI 0.179 TL 11,3.5 f-'V 0_5) 57 -291.6 2.650 PL 10_0 PF 2_1 42 10.5 0.0 56.3 0.0 17.2 120 FL 0.0 PE 0_0 44 10_5 0.0 58_4 0.0 0_211 TL 10.0 PV 2.0 S_; -24.8 2_630 PL 4.0 F'F 0.0 43 10_5 0.0 38.0 0_0 1.5 120 FL 0_0 f'C 0_0 45 10.5 0_0 59.0 0.0 Ct.002 TL 4.0 PV 0_0 59 -24 . ^ 1.050 PL 'al _ 5 PF 22_3 45 10_5 0_0 30_0 O.C) 9.2 120 FL 24.0 PE 0_0 4r'10. 5 I_l. Cl r',Cl. 3 0.0 0. 193 TL 115.5 PV 0_ E+ 60 -215. 5 2.630 PL 8.0 PF 1.9 44 10.5 O.U 58.4 0.0 lcl.r', 120 f=L 0_0 PE 0_0 /Ir', 10_5 0_0 60_5 0.0 0.244 TL 'cI.O PV 2_3 61 -340.3 4_260 PL 12_(] PF 2.11 46, 10_5 0.0 6,0_3 0.0 7_7 120 FL 62.0 F'F 4_5 50 0.0 0_0 66.9 0_0 0.027 TL 74.0 PV 0.4 E„? -340. 3 8.250 PL 1.0 PF 0.1. 50 0_0 0.0 66.9 0.0 ','.fl 120 1=L_ 104_0 PC C).[I 49 0_0 0_0 67_0 0_CI 0_001 TL ].US_O PV 0_0 f„ -340.3 8.510 r-t_ 50.0 r>r- n_i 49 o_o o_o 67_0 o_o 1.9 140 r-L 52_0 PE 0.0 48 o_o 0.0 67_0 o_o 0.001 rL 102_0 Pv 0.0 64 -040.2 _.sio PL 230.0 F°r- 0_2 ns 0.0 o_o 67.0 0_0 1.9 140 rL 39_0 PE o.o 47 0_0 SRCE. 67.2 (N/A) D.CI(ll l"L 269.0 f'V I1.0 SPRINKLER SY3TE:M NYI)IiAl.1L'IC ANALY3:1F3 PEi9e JnB TITLE: RF Nr)l"C:;: (1) (:ctIC:UJBt.lOn5 4J@1'E• F't'YPOY'I?E7c]I by 't.hG) FIASS 3.5 comPu1.er pro!:7ram under license na. 4C1324C grarited by Hfi5 Systems,, Tnc'_ 2193 Ranr:hwond Dr., N.E_ At.lanta, Ge.rarrla.a 30345 (L') The system has been balanced t.a Pr'ovide an tyVC.YagE' imbalance at each node of 0.031 gpm and a maximum imbalanr..e at any node of 0.509 <aPm. Velocity pressures are print.ed For lnformt7t.ion orily, ancl are riot used in balanc.ing the systern. Mtixiim.un wat.er veloci.L'y in nnY Pipe is 18.6 ft/sec- SPR:INICLE.H ;IY3TE=M HYfIRAUL]:C: ANAI..YS]:S Paqe ,l'OB TITLE: BE WATF h SUF'PLY CURVE 1 ~ 11 fJ+ ~ ~ ~ 1U0+ ~ ~ ~ ~ 'a0+ ~ ~ ~ ~ P 80+ ft ~ E ~ c S 704 IJ I X 67 psi ~3410 9Pm-) ~ R ; Fl.aw Test Poirit. E I r',0+ P ~ ~ S ~ I 50+ ) 1 ~ ~ ~ ~ qp+ ~ ~ ~ ~ ~ ;iC7-I ' ~ 20f. L_EGENiI " ~ Y. = Required Water SuPpIY " ; 67 _23 psi @ 590.2 gPm „ 1 CI i- " ; ii = Avai]able Water SuPPly i 71.81 p-,1 @ 590.2 9P10 CH-f_i_____F---- + _'____+_"_"____i_._'______""'F_____ 8II0 1200 1600 20110 2400 2800 3200 3600 4000 FI_O6J (GPM) i, z35/3C~ 8 z GR,INliTELL HYDRAULIC DESIGN INFORMATION SHEET NAME ' r.i CI 1'' mAT~RtAi I~'\P nl•-c r"` DATE LOCATION C!` C Fc1~1y ~ ~ h~~ - ILDING SYSTEM NO. BU CONTRACT CONTRACTOR NO.J~"3~= CALCULATEDBY CRGP` ~~[=?CF2 _ DRAWINGNO. CONSTRUCTION: ?COMBUSTIBLE ~NON-COMBUSTIBLE CEILING HEIGHT FT. OCCUPANCY APPROVINGAUTHORITIES /'A E1Zp,C~~ TFO-INFPA.13: ? LT. HAZ. ORD. HAZ. GP. ?1 ? 2 ? 3 EX. HAZ. ~NFPA2 31C: FIGURECURVE ify) LING MADE BY DATF LER OPERATION . SYSTEM TYPE W DENSITY RN1ET ?DRY ?DELUGE ?PRE-ACTION r cn AREA PER SPRINKLER SPRINKLER OR NOZZLE n cn HOSE ALLOWANCE GPM: INSID, MAKEMODEL T=St'Ey~ HOSE ALLOWANCE GPM: OUTSIDF~ 5O0 SIZE 47/37- K-FACTOR 8 RACK SPRINKLER ALLOWANCE I~o tiE TEMPERATURERATING 2g~ TRGE T CALCULATION GPM REOUIRE D •4-~ PSI REOUIRED s J(SpecilyLOwbonl SUMMARY "C" FACTOR USED: OVERHEAD UNDERGROUND WATER FLOW TEST \UMP DATA \TANK OR RESERVOIR DATE & TIME RATED CAPAGyTY CAPACITY \ y STATIC PSI rI ~ AT PSI ~ ELEVATION ` a RESIDUAL PSI 6,7 ELEVA \ y GPM FLOWING W ELEVATION WELL / ~OF FLOW GP.M r ¢ 3 LOCATION SOURCE OF INFORMATION - COMMODITY CLASS ~ LOCATION STORAGE HEIGHT AREA AISLE WIDTH w STORAGE METHOD. SOLID PILED % PALLETIZED % RACK C7 Q p ? SINGLE ROW M~CONVENTIONAL PALLET ?AUTOMATIC STORAGE ?ENCAPSULATED y QDOUBLEROW ?SLAVEPALLET ?SOLIDSHELVING ONON- r ? MULTIPLE ROW ?OPEN ENCAPSULATED ~ O Q Y 2 Q FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGETO CEILING 0 LONGITUDINAL_ TRANSVERSE FT. IN. U HORIZONTAL BARRIERS PROVIDED GaINNELL G4322-ReI. <,n aaiNTED M 1) 5 A. lil:lP I,Ifd;ItAM Jnh tilli~: I Y,XX] - Mude ni.unhers Y.XX - f'iPe riumber'_ f il---[ e7----1 51]-----[ 4 J ~1----[ ,_.]----f '7---C ~ ]---t y 10 11 1:' 2G l: f~Jnl I isl f I „J-----f »1---[ Jo]----C 191----f 2131 -----f zj l---f 2s~]-----f f 241 ----f ;,5 1---I '261 tn t~l 1E. 17 1.^_. 19 20 21 " 24 ..5 7 00 z7]----- I 2:_,]----- L ;,.,7----- C 3nl------ C ;1]----- [ [ 3;)----- C 747----I ~;sl----C 767----C ;i7----- f ;e:]----I J''a :7,(i 71 o,, ;;q .35 37 S A1 un]------------------------- ( ai] f n2]----- C aa]----- [ nn]----- C ns7----- [ n,:.7----- [ a7]----- C n`:7----- C Q?7----- [ 501 42 n; nn as ne. 47 nr, oa so st ; 55 5~+ ; ' .-]1 ~4 ~ ;t c ______________________________c___________________'______'____'_"___________'___________ 591 , [ 5;] 57 59 r'.1 ~ [ 557-------------------------------------------------------- 56] i]0 i n4 r,;L ' [ 577 , ~ J_ ; h 6E r:7 ~ ~.a 59] [ lhh. Y ) ~OOI.IRCE) 1 64][ r:;iJ[ F_/L][ 61 :1PGi1'IdR:L;=!? :IY3TE:h1 f{YIiRAUL.S!:: <al'dA1_'i:iS'I'c, P:_ige .1 W:,ItI':fluU:;F I'bllN I::.iT1' !;-?LI=: ,,;'EA 1 14 ii ] 1. F.' :,1.; 1 'I°l Y D,"1I A I•!UI?i d! 2tT;,,(:i.C I?i=:;i]?_ FLOW A'dA.LL.. -I!:)"fAL. REQ'ii f'!i[:SC . P1=:[=`,'.:1. r~ f'I;i_`3~,. i:~ iil_hi~lhll7 PF?:=3::5. (i':;:1 (l'::;1 ) (Lll'I°1) (Pt;:l ) (1.]I'I•1) (I':°;I.) ol 72_(1 67.Il 5110.11 ,'li,.? 1924.6 F`,.'J_ i ;,NcaF?r_caATr-. !_.LON E•,NALYJTS:: l'U'I'A1... f LO;J AT :=3ii(.1RGL 1'J:'.4. Q C;I'M Tf?lAL. FIiiSE. L3TF;EAM ALLOWAN::I_ A"f SOUlif:;i: 500_0 GPM O'fiiG_I; I-IOSE 3"fI;I:P,hi AI--L-OWfahICE~i 0.0 GPl`1 IHIAL. U i:SC'.{AitGE (''Itf)M AC I' l' ,'f t;f,(iI I'IKL I'i:R'1 1424_ o f:1PPt I'dOGP= i•,hlAI_Y3iS DA7A Id01)I:i' il ELEVATION hlilUL_ ll'f-'C F'R-.-SSUF2F ]i1SCf-iARl;1L iF=Ti (FST) 1 23.0 t11 . 7 25.0 K- 8_,.OCI 20.0 35_,: :i 2:5_11 R= :_OC] 18-6 24_5 %F 25_0 :_..OU 17.6 3 S.:> 5 25.0 K= 8_00 16.9 ".:..'a r, :_`.p R= ;2_OC) 16.6 32.6 / 25.0 1C- ,=.U(:1 1.r',..4 .32.4 ~ 25.0 I(= : _I_1ll 16_4 32_4 9 .'S.[l IC= o_C?U 16..4 32_4 1L1 :..iO.i_Q K_ _'OI.l 16.5 .'._'.S 1.1, ::5.C) K:. ri.110 1!i_3 .i:'... 1: 25.11 K= ,=.UO 17.3 ] 3 25 . 0 - - 21 . 5~ - 1 n . ! 1 41 7::~ '<'E;.O IC= =.rlfl 20 _1! 16 SP:S_t) 1C= 8.00 10.7 S.:i_(. ].l 25.0 1C= _.OC) 17.7 3.i_6 ].R ;":,.D I(-' (1I.1 17.0 - O 1'i+ :_';i.(I I<=- Ull - 8.00 .(.)f.l 16-5 32.._. ~ f:l - I1 - 2:1 2:,.('i R: W.00 16.5 52. 5 ~ . C? li - - (1('I 1'- - - :,.U R:= s.t"10 1c,_6 :;?.r, ;_/I 2::5.0 I<= B.Dt.l liS.':l 22.4 ;:'`i 20..C] 1Cc,.Ilf:l 17.m p r:, 23. U - 1. 27 . ! ! CI 1. J.. 25.0 ?0_4 _;F.. , ,.':S.fl 19 .I'I ..i~l.. - 50 ?_i.Ii 1:== ...I.III 18.0 ti;;.f_1 ..il .....!_l K- 8.00 77_4 53-4 2[~~_f1 I'=- :.-_.l 14 I.'.I.I 02-9 • ' :;P;;_trii:ir.N :.;tNrt:.r, i!f;i?AUt..:Tr .:Nr,i_Y:=M P,.;oo . :ior T tr!.! : ni?r.,<, : r rODi=. Arar•,i_ Ys T S i;A-i A i c nn n'd? dt Ii=LEVAT.IOi•I i•ICiUF= 1"(1'!:i I'F:t-';:;:SURE I?1:5(:Iii,Rtal= tl-'f) (p<i]') (i.ll'hi) 12 :i.0 R;:: ,~.I.Ip 17.i7 Jc, 25.U I<:= (I.OC] 17_1 SG_1 25.0 i;:: ,-,.no 0.4 ..,.-.,_-i 2^,.u A _On.i 15.0 : 2.3 . o - - . - n.-.r; 25.0 LIl 25 .D Il- =.Of'. :'S''_U ,:I2 25.C) It"' =._f.)U 20. _ 3 r.,..', &'.i 23. 0 I( = 8.00 1 20.1 411 :"5 .l.l K= 0.00 19.7 ..i:).,°i 4.::, ;'b.U 1C= u.00 10.5 .;b_., 44, ;".ii A 8_00 39.4 J.`.;.: q; 2"5 _0 I;- -.I.iO 1'd_/i 4 ii ":i . U I: _ 8.00 39.b ,.i,.i _ 4 4 25.0 I<- 8.00 19_':i 55. r: FiU 25_ 0 24.5 1 23.0 - - 4.:_ . :.'.i.U - - ::7.4 :iJ 23. t ) - - ; I.;_ . C. .`.ill 21 .I1 12ri ` :i. .1 _ . _ 1_7 M. 23.0 25. . 4 ~tlCl 23.() JCl.6 ~l`.•' _ :I.). ~ . 23.C) 23.0 6.1. 0.. f 1 .`_i(7l.!R(:;I:: 65_5 1121 . r:. 0. CI - - 62 _ .-r 63 C7 _ n - - 61.7 :=3YSrrpl HY'U1-;A1.11_I[: ANAL_7`i:l':=, Pzt47!'^ ]'i?,~ 'i':i'I-I--1=: ~•I~l~r1 1 P:r Pt DAI r,, f':I.F'F IJQ. Q((~PI•ti 1 i1A(I1\11 LF.=PI~.-.~Tli f'F26S:5. ;=!`IU C!.LV. ~I!l7. f, -i D7:;!.:- vL-Lrpr1:'1;i I-IWfC;i (1=1) I+ i]ilc:: (i I') :I'? il'<t:['1 iG]PM.) I.L...if l (Pc3.l) 1. . 7 l.r:!l 11 L. p Pi.. 'U.':j ! _'.,.U Ci.C) ~11 f1.0 15'. 1;'0 F=L 1'1:1.0 I'lc. U.'.d li . 0 U -35 . ~ G _ 5c; I'L. E2 . Cl Pv I;' . S' ,..l r'( l f'I.. I.! f,IF 1 S --(_1 "[l.(t 12fi F I. 0 .CI P-: i1,(J =..0 1.,:.rS ;4.5 4•1 TI_ 6.U F'V 1._= 1'5 :_'.1r,(l I'L ~-.0 i'P 1.0 ~~.fl ]:;•i..;i 1.".,a 120 f.. !?.i:t P._ U.U /I 2;=.0 R .(1 17 _ (1_.lr:'7 1L i=,.. 0 PV 1' -9 2- 1 0 PL r', . 0 F'f- O. E4 2:5_1-1 :_0 1710.5 1 '20 I'=L i1.C1 PE Cl..l:) ~15 .o _.c_) t,.I cu.. rt_ f;.u PV n_i , o 2 .1F,o f'L Fs.o r-'r- a.4 ;-s.o c, 16 i.~, a.;~n r~. r.,.r.) C).~~ :'i . 0 0 16 r, U. CI 1"I._ f.l PV 0.4 5 4 4 . l E+CI I'L.. t'.. 0 I'F I l. l . r., . . (1 i. F ; . fs :s12 . 6 . . J. .1-1 u r i.. o . r., i 'r:. n . U 7 .'S_I:I r_lt 16.4 l"l:i.'S 7L E,..O P'd 0 2 j f:l :'..lr:,(.i I'I.. h,.f1 PF f') 7 2°S_0 ~..0 1.6 .4 =..__A 1.= 120 1=L_ U_U PL=. 0.0 IE. _1i .12.4 t.l_(:lf:I:S "fL. c,_0 PV tl.(l ."5.0 4 _16 0 PL r_. _U PF (1.0 _0 =_0 16.4 .-.;;'.4 tl.'9 120 1=1. CI.O I'C I1.0 : :'5 0 _.U 1.6 _,'I 3.;4 0.001 TL ['V O_(1 v .._1F_,Cl P_ CI PP 0..1 0 l.f,_4 .;'?_~i 7 1.t120 Fi._ G.0 PE1= t/:1..1') JI.i.'-1 _~_....1 1I.i 1 I_. ~7,'.].~i 1:JC1 PI.. Pr u .5) _ a.;':o ri_ o.0 r't_ n.o „ n..~.~q. c..ir 1.1 _ 25.0 _ _["i 7r, b I L !'°'d t] 1..1 _.70:~. i =_.:LtO I'I.. l:l I•r- tl.:i U PL- 0.(:1 1.7.:~ r, [l::i T t_ 6 tl P\% fl.E].,_ _ . . 141A I.i P1 S.7 ii.l'1 C!..14=+ fl_ _.....C1 PV 1_l.l 1 G :I_Cl %il Ft (1_l) I''Ei 14 n.OQ;'. IL_ 1~_.I1 !'V l!..Il , 3P1;]'IVKLER SY:S"fFM flYI7FtAUL].C ANA,LYSIS I'rnc7e ZI .:7pL3 TI"fL.Cc ARLA 1 PIF'C UA7'A (ront'd) PTPE IVO_ l-1(GPM) DIA(IN) 1.F=NGTfi F'RESS. ENU ELEV. NUZ_ PT I7SSC. VEL(FPS) HW(C) (FT) sUM. IVOpES (FT) (K) (PS;I) (r.,PM) F.L_/f-T (P:SI) 14 223 _5 2_ l60 PL 42_ U Pf= 20.8 14 23.0 0.0 41.0 0.0 1'=i.6 120 FL 20.0 F'E 0.'=+ 15 25.0 8.0 20_1 35_9 0_035 TL 6„2_0 PV 2.F, 15 107_4 2.160 PL 6_0 PF 1.5 15 25_0 0_0 10.1 35.9 16.4 120 FL 0_0 PE O.C! 76 25.0 8.0 18.7 34_6 0_242 l"L 6_0 f-'V 1..= 16. 152.9 2.160 PL. 6.0 PF l.fl 16 25.0 8.0 10_7 34.6 13.4 120 FL 0.0 F'l= 0.0 17 25.0 8_0 17.7 33.6 p_lE,r, 7'L 6_0 PV 1.2 17 119_:' 2_lr_.Cl PL 6.0 PF C).r'. 17 25.0 0_0 17J 33.6 10_4 120 FL 0_0 PE 0.0 18 25_0 8_0 17.0 33.0 0.105 TL 6_0 FV 0_7 11I 86.2 2.]bf) PL 6.0 PF (:).3 10 25.0 8.0 17.0 33_0 7.5 120 FL 0_0 PE 0_0 19 25_0 8.0 16.7 32.7 0_058 TL 6_0 PV 0.4 11.'0 S:.i.S 2_160 PL 6_0 PF 17.1 19 25_0 2_0 16.7 32.7 4J 120 FL 0_0 PE 0_0 20 25_0 @.0 16_5 32.8 0_024 TL 6_0 PV 0.1 20 21.0 2_160 PL 6_0 PF 0.0 20 25_0 8.0 ].r,.S 32.5 1_0 120 FL 0_0 PE 0.0 21 25_0 8.0 16.5 32.5 0.I104 'fL r',.p PV 0.0 21 -11.5 2.160 PL 6.0 PF 0.0 21 25_0 8.0 16.5 32.5 1.0 120 FL 0_0 f'E f).0 22 .'S_CI :.0 16_5 S<"'_5 0_001 11_ 6.0 I''V U_U 22 -44_1 2.160 1='L 6.0 PF 0_1 22 25.0 :.0 160 32.5 :,'i..q 120 FL 0.0 I'-'E 0.0 23 25.0 =_0 16.6 32_r, 0.017 TL 6.0 ('V 0.1 23 -76J 2.160 Pl_ 6.0 PF O. 3 23 25_0 8.0 16_6 32.6 6.7 120 1=L 0_(] I'L Cl_1) 24 25.0 0 16.5+ 0_046 7L 6.0 PV 0.3 24 -105+.6 2_160 I'L 6_0 PF 0.5 24 25_0 8.0 16.9 32_9 9_6 120 FL 0_0 PE 0_0 25 25_0 =;_CI 17_4 33_4 0_090 "fL 6_0 PV 0.61 -14S.0 2.1r;0 PL 0 f-'1= 15.8, 25 25_0 =.U 17.4 33.4 12.5 120 FL 20_0 f'C 0_9 ;'E, 25_0 0.0 22.1 0_0 0.147 TL 26.0 PV 1_1. -7a1 .4 3.260 f-'t_ 12_0 PF 0.2 ]s 25_0 0_0 21_9 0_0 5.4 120 FL 0_0 PE 0.0 26 23_0 0_0 22.1 f).('l 0_019 TI_ 12.0 I'V 0_2 `31='RTNRLI:R ctYS1L:M lIYI7RAULiC Ahll;L.Y3:l:S Pa{a, 'S ,7Og TITL.1=: ARE:A 1 PIPE UAT'A (cont'd) PIPG lUO_ f_1(GF'M) U]:A(I.hl) LEN6TH PRE35. END FLEV_ NOZ_ PT DC3(:. VEL(=PS) HW(t:;) (1=T) SI.IM. NOl.)ES (FT) (I<) (PS1) (UPM) F.L_/FT (F'SI.) 27 --447.0 6.360 PL 12.0 I'F 0_:1 14 230 0.0 41_:; 0_0 4.5 120 F'L. 0.0 PE 0.0 27 2:e.0 0_0 41_I=; (:1.(:1 II.UUr, TL 12.0 f'V 0_1 .'_'',D 221.9 2_ 1 r',0 PL.. 42.0 PF 20.5 27 23_0 0.0 41_e fl_CI 19.4 120 f=L 20_0 PE 0_9 28 25_0 8.0 20.4 36_2 0_551 TL. 62_0 F'V 2.5 29 185_7 2.160 PL 6.0 PF 1_4 28 25.0 =.0 20.4 SF=6.2 16_3 120 FL 0.0 PE 0.0 29 25.0 =.0 19.0 34.9 0.238 7'L 6.0 PV 1.= 30 150.8 2.160 PL 6.0 PF 3.0 29 25.0 _,_0 19_0 34.9 1._>.2 120 FL 0.0 PE 0_0 50 25_0 8.0 18.0 34.0 0_162 TL_ 6.0 PV 1.2 :il 116.8 2_1oCl PL 6.0 PF 0.6 ;SO 25_0 0_0 18_0 34_0 10.2 120 FL 0.0 PE 0_0 31 25_0 8_0 17_4 33.4 0.101 TL F6.O PV 0_7 32 83.4 2.160 PL 6.0 PF 0.3 31 25.0 =:.fl 17.4 33.4 7_3 120 Fi_ 0.0 PE O.ll 32 25_0 2_0 17_1 53_1 0.054 TL 6.0 PV 0_4 =S3 50.3 2.160 I'L 6.0 PF 0.1 32 25.0 ;=;_0 17_1 33.1 4.4 120 FL 040 PE 0_0 33 25.0 _,.C) 17.0 ;:,.ci 0.021 TL 6.Q PV 0.1 34 17.4 2.160 PL 6.0 PF 0_0 33 2:1.0 8.0 17.0 33.0 1.: 120 FL G.CI !'l= 0.0 34 25_0 0.0 17.0 32.9 0.003 TL 6.0 I'V 0_0 3 5 --15.6 2.160 PL 6_0 PF O.fl 34 25.0 8.0 17.0 32_9 1.4 120 FL 0.0 PE 0.0 :iS 25_0 2_0 17.I1 52_0 CI.OfI;' TL_ 6_0 I'V 0.(_) --4a_5 2.360 ni._ 6.0 Pr- 0.1 35 25.0 8.0 17.0 53.0 4.2 120 1='L 0.0 PE 0.0 36 25_0 8.0 17.1 33.1. 0.0:.'.0 "fL t. .0 PV 0_] 37 -81.6 2_160 PL. 6.0 PF 0_3 30 25.0 0.0 17_1 330 7_1 320 ("L 0_0 I,L 0_0 37 25.0 8.0 17.4 33.4 0_052 TI_ 6_0 PV 0_=i 311-; -115.0 2.360 PL 6_0 F'F 0_6, 37 25.0 8.0 17_4 33_4 10.1 120 Fl_ O.C) PE I1.0 ;SI=I 25_0 4.0 ];c.U S:.'i.':+ 0_098 'fL 6.0 I'V 0_7 _...148.9 2_160 PL. 6.0 f-'1= 4_1 :;a :'S.(:] 8.0 lo_0 :i:;_'.S+ 13.0 120 (=L 20.1:1 PE Q_y ..-9 23.0 0.0 23.0 0.0 0.158 TL 26.0 PV L_ 1. SPRINI<LF:R SSYtST'I:M FIYI7FZAl.11_I'C; E•,NAL_YE31'c; F''age r', :fi113 T'Il'l_E: ARI=G+ 1 PI.PE DATA (.r.ont'd) ('7PF NO. f!(GF'M) I?]A(IN) LENGTH PRESS. Lhdl) GLEV. NOZ. I'T DI3C. VLL(f=P:_,) HW(C:) (f='I') NUM. NODEB (FT) (K) (PSI) (GPM) F_L_/FT (F'SI) 40 -204.4 0_260 FL. 12.0 PF (1,;=; ^r, 23 _o ri _o 22.1 o.o io_9 120 r-L o.a r-'c o.C) 39 23 _ 0 0. 0 23 . 0 0. 0 0. 071 TI_ 12 _0 PV 0.:; 41 -66a.9 6.360 PL 10_0 PF 0.1. 27 23 . 0 Cl . 0 41.c Cl . 0 120 f= L 0. 0 NE 0_ 0 nU 23.0 f.1.0 42.0 0.0 O.Cl1'.3 "I"L. 10.0 PV I)_;; 42 206_1 2_160 PL 46.0 PF 19.1 AO 23.0 0_0 42.0 0_0 18_0 120 FL 20.0 PE 0_9 41 ?i.Cl : _Cl 22.0 07.6, 0.2„9 TL r',6 _0 PV 2-2 43 162.6 2_160 PL. 6.0 PF 1_2 41 25.0 8_0 22_0 37_6 14.8 120 FL 0_0 PE 0_0 42 .'_'S _ 0 8.0 ;'C) _ 8 36.5 0.199 TL 6.0 PV 1.5 44 132.0 2.160 PL 6.0 PF 0.8 42 25.0 0.0 20.8 56.5 11.6 120 F'L 0.0 PE 0.0 43 25.0 =_O 20.1 35.G U_127 lL f_,.O PV U.'-1 45 96.2 2_I60 PL 6.0 F'f- 0_4 43 ;:!'S_CI =.f) 20_1 35.8 2.4 120 FL 0.0 PL O.tJ 44 25.0 8_0 19_7 35.5 0.071 1"L 6_0 PV 0_5 46. 60.7 2_160 PL 6.0 PF 0.2 44 25.0 0_0 19_7 35.5 5_3 120 FL 0_0 PE 0.0 45 25.0 8.0 19.5 35.3 0.030 "fL 6.0 PV 0_2 n% 25_4 2_160 F'L_ 6.0 PF 0.0 45 25.0 8_0 19_5 55_3 2_2 120 FL 0.0 PE 0_0 06 25_0 ?.[I 19.4 35_1-5 0.006 l'L 6.0 F'V O.f_l 48 --9.9 2.160 f-'L r",_(J f'F 0_0 40 25_0 8.0 19.4 35.:; 0.9 120 FL 0.0 F'E 0_0 47 25.0 8.0 19.4 35.3 0.001 TI_ r',_D PV 0.0 W? -45.1 2.160 PL 6_0 PF f_)_] 47 25.0 8.0 19.4 - 35.3 4.0 120 FL- 0.0 I''E 0.0 40 25_0 0_0 19_6 35.4 0_017 TL 6_0 PV 0_1 50 -80_5 2_160 PL 6_0 PF 0_3 48 25.0 8_0 1q.6 35_4 7.0 12(:1 f=l_ C).p PL 0.0 49 25.0 8.0 19.9 35_6 0.051 IL 6.0 PV 0_0 51 --116_2 2_I60 f'L 18_0 PF 3.'= 49 25 _0 :.t.l 19.9 Wr', 10.2 120 FL 20_0 PL" l).y 50 23.0 0.0 24.5 0.0 0_:100 1"L. :i8.0 PV 0.7 52 -432.5 3_260 Pi_. 10.0 Pr- i._~, 39 25.U 0.0 25.0 0_0 36_7 120 1=L 0_0 PE 0_0 50 ::t.;_r..i 0_0 24_5 0.0 0.154 -rt.. 10.0 rv i..-+ , OI'121NI:LGR SYSI LiM I-IYDI-;4lIL1C: ANALYSIS; Pacae i 7pB "I'I'(l_I_: AREA 1 Pl:Pc na-rA (conr.°a) f-'I'PE h10_ l!(6F'M) D1ATN) LENU"fl-I I-'RE3S. END ELCV_ NUZ_ PT GISC. VEL(FPc3) HW(C) (FT) tiUM_ hli!DCS (F"I') (I<) (PSI) (GF'M) F_L./FT' (F'SI) S.-i -S7:5.0 6.360 PL 12_0 PF O.~i 40 28_0 0.0 42.0 0.0 120 FL C)_Ct PE 0_0 51 23_0 0_0 42.2 (].p 0_022 TL_ 12_0 PV 0.'-; 54 ]16.4 2.1o0 PL 108.0 F'F 14_Y 51 21_0 0_0 42.2 p.tJ 10.2 120 FL 40.0 PE 0_0 52 23.0 0_0 27.4 0 _0 U_10p T'L 14E: _0 PV 0.7 SS -549_4 j_260 PL 12.0 Pi- 2_9 Sl) 23_0 0.0 24.5 0_0 21_1 120 FL 0.0 PE 0.0 52 23.0 O.tJ 27.4 f_] 0_'.:'.i9 lL 12 _I1 PV :0_0 Fir_991 . 4 6.360 PL 12_ 0 PF 0.3 51 23.0 0_0 42_2 0_0 10_0 120 FI_ 0_0 PE 0_0 53 23.11 0_0 42.6 0.0 0_027 7L ]2.0 F'V OJ 57 109.8 2.160 PL 108.0 PF 13_3 53 23_0 0_0 42_6 0_0 9_6 120 FL 40.0 PE 0.0 54 23_0 0_0 29.2 0.0 0.090 TL 140.0 PV O.r', °ic: -4 33. 1 3.260 PL 12.0 f-'F 1._ 52 25.0 0_0 27.4 0.0 lE,.F, 120 FL 0_0 PE 0.0 54 23_0 0_0 29.2 0.0 0 _154 TL_ ];'_Cl PV 1._`-+ 51.=+ -11 C)1 . 1 6_ 3t,0 PL 10.0 PF 0 . 3 53 23.0 0.0 42.6 0_0 11_1 120 FL 040 PE 0.0 SS 23_0 0.0 42.9 0.0 0.035 TL 10.0 PV O.cl 60 107 . 3 2.160 f-'t_ ] 08 _ fa F'F 12. R 55 23.0 0.0 42_ 9 0_ 0 9-4 120 FL 40.0 f'E 0.0 56 23.0 0_0 30_1 0.0 0.086 TL 148.0 PV 0.6 61 -323 _ 3 3.260 PL 10. 0 PF 0_9 54 :•'tii.Cl O.CI 29_2 0_0 12_4 120 1=L 0.0 PE 0_0 56 23_0 0.0 50.1 0.0 II.090 "ft_ 10.0 PV 1.(wl 62 -1208.4 6.360 PL 12_0 PF 0.5 55 23_0 0.0 42_9 0.0 12_2 120 F=L 0.0 PE 0_0 57 23.0 0.0 43_4 U_l:l 0_040 Tt_ 12_0 PV 1_0 f_,::s 107. i2. 160 r,i_ 108. o Pr- 12.7 :57 25.0 0.(:] 43_4 0_0 9_4 120 FL 40_0 PE 0.0 s3 20.0 0.0 00.6 0.0 U.fl;:,r, 7L. 148.(:] PV (=1.E, 64 -216.] 3_260 PL 12_0 PF 0.5 56 23.0 O.t:t 30_1 U.(.I =.:5 120 FL 0_0 PF Il.t) 58 23.0 o_C) 30.6 0_0 0.0412 'I'L. 12.0 F'V 0.5 65 -1515.5 6_360 PL 12_0 f"F O.L. S"l 12.0 ll_U 43.4 O.LI U_5 12C) F'L 0_0 PE 0.0 59 23_0 0_l.l 43.9 0.0 0_046 Tl. li'.(.] PV 1_2 SPRIhIiCLLR SY:91'L.M f-IYI7F2A1_II__I:C ANALYSIS Page c .-1013 TITL.L=_: AREA 1 r-Ir_r- Da,1A (coni-'d) PI:PG N0. t=1(GPM) U.T.A(Thl) L.ENGI"H PRE55. ENI) ELCV. NOZ. I'T DIEtC_ VEL(f=P::t) HW(C:) (1=T) ;itUM_ NODES (F7) (K) (P51) (GPM) F_L._/FT (PESI) 66 109.0 2_I60 PL 108.0 Pr 13_2 59 23.0 0_0 43.9 0.0 '.:+_.-5 120 1=L 40_0 PE 0_0 60 27).Cl O.C) 30.C: 0.0 O.D_;y TL 148.0 PV 0_E. 67 -109_0 3_260 I'L 12.0 F'F 0.1 Sc; 23.17 0.0 30.6 0.0 4.2 120 FL 0_0 I'C 0 _0 EG 23_0 0_0 30_8 0_0 0_012 TL 12_0 PV 0_1 Q: -1424_5 r,.360 PL 20.0 f'F 1_1: 59 23) .0 0_C! 43_'~' 14.4 120 1=L 14.0 PE ]0.0 64 0.0 0.0 55J 0.0 0.054 7L 34.0 f-'V 1_4 69 -1424- _ 4 ; I_ 25C1 PL 200 . 0 PF 5.9 64 0.0 0.0 55J 0.0 8_ S 120 FL 193 _ CI PE 0.0 _ t;;S C).C) 0_0 61.7 O.U 0.015 TL 393_0 F'V 0_11; 70 -1424.5 8.510 PL 50.0 PF 1.0 63 0.0 0_0 61.7 0.0 18_0 1.40 FL 52_0 PE 0.0 62 0.0 0.0 r'2.7 0.0 0.010 TL 102_0 f'V 0_4 l] -1424_6 8_510 F'L 230.0 PF 2.6, E,2 O.C1 0_0 E.2_7 0.0 0 140 F'L ~;9 _0 PG CI_Il tSl 0.0 :ikCE 65_3 (N/A) 0.0].0 TL 269 _0 PV 0.4 NOTES: (1) Calualations wer'e performed by the Hn:SS 3.5 cumputer program iander licen_e no. 4C1 324C grantrd by HRS Sy_:te.ms, Inc. 2193 RC7nChWppd Dr., N_C_ At.lanta, Geor'gi.a 30545 Thr v-yr=,tem I'ias beF3n k>alanC.ed t.p pYOvlde ciri avertyge imbalance at eacti riarJe of 0.008 gPm and <i frli-tXlfilUfll imhalanc:n at arr/ riodc of 0.447 gPm. C31 Vclr.,cit.y f,rrrssures eure prinLed far irrforrnr:itzcm orily, r:ind arc not i_i_.rd in balanr:irrg trie sy=.t.em. Maximum wat.er velocity in arr/ plpe i= 21_1 ft/_eC:. 3PR'IFJI<LEF? :'tYCSICM hil'IIRAUI IC AhIALYSI:j i'<<r:lc''r+ ;ft?B "T1TLEc l;kFA 1 WP,Tf_ k ^UP('L.Y C;UKVE 1 20 i I iio+ ~ ioo+ p r, ; E ~ s ~ 70+ \\\\\c~\\\\\\\\\\\\\\\\\\ U ; 67 psi r? 3410 gpm-> ~ R ; x rlc,w 7'e::•t. Point. L-= I f,o+ r , P ; 5 ' I 50-F J ~ 40+ - 20-1 LCGEPJC] " L _ - X - RG~ryU1rt~d -W~ttE°Y :~uPPlY ; r_'.'i.-i psi @ 1924.6 (:lpm 10-i- ; n= Availabi.e Wat.er SuPP] y i 70.26 p51 0 1924. r, gpnl . „ ll li-+-i-----i---- I------i---------i------- -----i-----------i-----------i------------- ----i. .:.Uo 120uU 1600 ._oon 240U 2,.,LM) :3200 3600 aUUn f L_iaW (GI'M) L 3,4, 35, 36 . `U• tE~A6AWPaLE c=rK. IND. Fl--. 4~ ~ GRINNELL HYDRAULIC DESIGN INFORMATION SHEET NAME-Tk r.1 C!Ty 1laTGRIRL. DATE S-~~- PISP LOCATION A ~'R1~7 Mikirj BUILDING RE c - 2 SYSTEM NO. CONTRACTOR CONTRACT N0.3~ 3~ ~ (c2 A2" CALCULATEDBY - 25L~FI:GER DRAWINGNO. 30F 3 CONSTRUCTION: OCOMBUSTIBLE gNON-COMBUSTIBLE CEILING HEIGHT FT. OCCUPANCY APPROVING AUTHORITIES 8-M.~~lC kN ~5~~ L• 0 NFPA. 73: ? LT. HAZ. ORD. HAZ. GP. ?1 ?2 ?3 El EX. HAZ. ONFPA 231 NFPA231C: FIGUREI CURVE ~ Z ?OTHER(Specify) C7 =SPECIFIC RULING MADE BY DATF N W 2 AREA OF SPRINKLER OPERATION -~3ODU- SYSTEMTYPE F DENSITY eWET ?DRY ?DELUGE ?PRE-ACTION } AREA PER SPRIPJKLEA 6 I SPRINKLER OR NOZZLE N HOSE ALLOWANCE GPM: INSID MAKF~~~tir~ Lt, MODELT~~E HOSE ALLOWANCE GPM: OUTSIDE S~ SIZE 171_3 2 K-FACTOR C) RACK SPRINKLER ALLOWANCE NaNE TEMPERATURERATING 280 CALCULATION GPM REQUIRED I9S • S PSI REDUIRED ~br STRE~Y (spedry LocaUOn) SuMMaRV 1,20 UNDERGROUND _ ~ ~ "C" FACTOR USED: OVERHEAD WATER FLOW TEST PUMP DATA TANK OR RESERVOIR r DATE & TIME RATED CA ITY CAPACITY a STATIC PSI , ~ 2- AT PSI ELEVATION ~ RESIDUALPSI~ ELEVATION N GPM FLOWING ~ WELL W ELEVATION P FLOW l'- ¢ 3 LOCATION SOURCE OF INFORMATION COMMODITY CLASS ~ LOCATION STORAGE HEIGHT AREA AISLE WIDTH w STORAGE METHOD: SOLID PILED % PALLETIZED % RACK % ~ Q p ? SINGLE ROW lRCONVENTIONAL PALLET ?AUTOMATIC STOFAGE ?ENCAPSULATED y OIDOUBLE ROW ?SLAVE PALLET ' ?SOLID SHELVING [NON• } ? MULTIPLE ROW ?OPEN ENCAPSULATED H 0 O Y ~ Q FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STOHAGETO CEILING ~ ¢ IN. 0 LONGITUDINAL_ TRANSVERSE FT. - U rHORIZONTAL BARRIERS PROVIDED GRINNELL G4922 Rev <J] PRINTED IN U.5 A siuu urncrtnri .InG [itle: AHFA S' [XXX] - Node numbcr's XXX - PiPe numbers [ 17_____C 27_____C 47_57- 61- F---C 77-7 --C 57-~ -C 97_____[ n 5 , y 10 11 12 ~ 1 ~ 2E, 13 [~ia]----- C is]----C iol C i7]----- [ i•~]----[ i9l----- [ 2u]----- C 2il----- C 22]-^ 23]--3 -C za]---[ 2s]--5 -C ^e.7 14 15 16 17 18 ly 20 224 240 27 i z7]----- C 2a]----- [ 29 C .;o]----- C st7----- C :27----- [ 3s]----- C 3al----- C 357----- f 3h]----- C :77----- C 31'1]----- C ~ 12 13 29 30 31 32 _ 33 34 35 Jb 37 3;9 39 54 41 ~ [~au]----- C ai] C oz]---- C a;,]----- C aa7----- [ asl----- [ ae7----- C a7]-43 481 -5U -C ma]-Si- C sol-5~--[ si]-5 s'~] 42 43 44 45 447 4:i G~3 55 ~ ' _____________C 547----- ( 55]----- C 567----- ~ 577_____L S:il----- C 5:+7_____L e.p] [ 531------------------------ 56 57 53 Si 60 61 02 ~ 6e. i 64 ~ b` ~ i I [ fil1___________________________________________ ~5 Ca i 67 ~ C n ------------------------------------------------c n4l ~ i .37 -----'__________________________________________________623 i 72 i 70 [ cbl 6,51 ' _________________________________________________'_~i_ ~ C ~ ~ 73 75 ~ ~ ~ 671 -----------C ~:~1 [ 74 ~ [ 717C 701C Ev] (snuRr,E) 3PRI'NICLG.R .`.SYSTE?1 !-IYDRAUL.IC ANALY:71S Pac7_r 'fC; WAFtL-HOU;I_ JOB TITLEc AREA 2 WATER SUF'F'LY C)A1"A IdUDE ih 0 STA'fIC f;ESIU_ FLOW AVA]'L. 70TAL RE0717 SOURCE F'I:E`.3<;. PRLS:i_ 01 PRCS:5_ DLMAhII) PFtL-='9;r. (PE3T) (F'SI) (GPM) (PSI) (GPM) (PSI) 69 72 _ 0 6.7. 0 3410 _ G 70.2 1954.8 60 A(:iGREGA'fE FLOW ANALYS1S: TOTAL FLOW AT SOURCC 1954.0 6PM TOTEaL HOSE STREAM ALLUWANCE A'f SUURCE 500_0 6PM OTf-iER HOSE FiTl;l_AM ALL_OWANCES C).('.I GPM TUl"AL f.)ISCHARUE FFOM ACTIVL :SF'f1INICLERS 1454.8 6PM NODE ANALYtiIS UA1"A NOUF= M ELEVAT]:Oly NiiDE. TYPE PRES.`_SUf:E I)15SCf-IAF:GE (FT) (PE3I) (GPM) 1 23.0 - - - 15_3 - - - 2 25_0 K= 8_00 12_2 28_0 3 25.0 I<= E.C10 11.'=+ 27_6 4 25.0 IC= 8.00 11.8 27.4 5 25.0 K= 0.00 11_7 27_4 6 :'S_t:l I<= 2_00 11_7 27_4 7 25_0 K= 8_00 11_@ 27_5 8 25.0 K= 9_00 11_9 27_6 25.0 K= 8.00 12_3 28_0 10 25_0 I<= =-Cl(J 12_9 28_7 11 25.0 K= @_00 13_7 29_7 12 25.0 K= 8.00 15.0 31.0 l:i :73 _0 - - - 41.7 - - - 14 03.0 - - - - 15_4 - - 1s 25.0 1C= 2.00 12_3 28.0 lr_, 25.CI K- C.OC) 12.Q 27.7 17 25.0 I(= 8.00 11 _8, 27_5 1_: 25.p K= o_DO 11.= 27_5 19 25.Cl K= =.UO 11_8 27.5 20 25_0 IC= 5_00 11_8 27.5 21 25.1-) K= 8-00 32.0 27_7 22 2"5.0 K- 0.00 12_3 L"c.l 23 25.0 I<= =-00 12_9 24 :5.0 I<= =.00 13.8 2":+J 25 25_0 I<= 8_00 15_ll 31_0 "_'r'. 23.0 - - - 41.7 - - - :27 23 _ 0 - ] S . - 28 25.0 K= 8.00 12.6 28.4 2'=+ 25_0 K= =.00 12.2 28 _0 30 25.0 Y.- 5_00 12_1 27_8 31 25 _0 I<= 8_00 12.0 27_:=: 3:' 25.0 K c: 0.00 12.0 27 _ .)J .'J_I_) K = 8.0II I2_1 27'_ 14 25.0 I<= =.00 1;-'_'._' 28.0 ' 3Pfzl:NI:L-LR SYSTEM HYIIRAULIC: AhIAL.Y:-31S ,lOEi TITLL: ARF_A 2 hdODE AI'dALY31S DAIA (COrit'd) Nf!I?E df ELEVATION NODE TYI'L f'RES3Uf;E P.IESCFiAh'GL=' (f-T) (PSI) (Gf'M) 75 'c.'S_U I<= 8.00 12_6 28.4 :itS 25.U K.= 8_00 13.1 29.C1 37 'c'S_fl I<= 8.00 14.0 2q.9 3L 25 _0 1C= G.OU 1_5.2 3] - - - 31ia 23.0 - - - - 41.7 4('1 23.0 - - - - lF=,.f=, - - 41 25 _0 K= 8.00 13_1 29.0 42 25.Ct K= =.UO 12-7 `-=-b 45 S_ 0 I( _ B. C1I 1 12.5 28.5 44 25_Cl K= 8.00 12_5 28 - -_i 45 25_0 i<= _.no 12_5 46 25.0 K= 8_00 12_5 2:.5 47 25.0 K= 8.(1(1 12.6 28.5 W; '.'S. 0 I<= _ . 00 l.:i _ 0 2;zI. H 49 25.0 K= 8.00 13.5 29.4 50 25. 0 I<= _I _ CICI 14.3 30 . jl 25.0 I<- 8.00 15.6 01_5 52 23.0 ni_; s.; 2::; _ o - - - i;_ . 2 - - - sn 25_0 i<= 9_00 17.0 53.0 ss 25.0 i<= 8.00 17_0 33_0 56 25.0 I<= 8_00 17.1 33.1 57 25.f) I<= =-DCl 17.3 33 _12 E;,=; 25_0 I<= 0_00 17_7 33.r5 51.=~ :='S.p K= 8_(:10 18_4 34.:i - - - C-,0 25. 0 - - 41.9 r;l 23.0 - - - 20.2 - t,:'. 23. f l - - - 41 _9 6:3 23 _0 - - - - 21.0 - - - 6q 23. 0 - - - - 41 . 9 - - E6Li 23. 0 - - - 21 _ E, - - - 6t, 20.o - - - - 42.1 67 23 _r_i - - - - 21.7 - 61=. 23. ( l - - 42.2 e':+ 0_ f_l 8t]URC;I= 60.9 1454 70 0. 0 - - - )8.1 - - - 71 o.n 57_1 ' SPRSNI<LL.R S1"S1E:M FIYf)1;A111_I.C ANAI..Yr;I:; f'a~1c.S JiiH TITLE: P,RE:A PTP[= DATA f-'7:PE NO_ w(uPM) DIAi7N) LLNGIH PRES3_ E=hID CLEV. NOZ. I'"f C)I:SC_ V(=L_(1-PS) NW(C:) (I T) SUM_ NODES (Fl') (I<) (f;sI) (GPM) F.L__/FT (fSI) 1 l.n,_;.n 2_160 PL 5.1 Pr- 2.2 1 25.0 0.0 15_3 0.0 9.5 120 f L 20_0 F'C 0_'=+ 25.0 8.0 12.2 28_0 0.(187 TL 25_1 PV 0_6 2 80.1 2.160 PL 6.1 PF 0_3 ? 25_0 8.0 12.2 20.0 7.0 120 F=L 0.0 PE U_(J :'S.O =_0 11_9 27.6- 0.050 TL 6.1 PV 0. S 52.5 2.160 PL 6.1 Pr- 0_1 S 2:5.0 8.0 11_9 27.b 4.6 120 FL 0_0 PE 0_0 4 25.0 a_0 11.8 27.4 U.023 T'I._ 6.1 PV 0.1 i 25.0 2.160 PL 6.1 PF 0_0 4 25.0 0.0 11.8 27_4 2.2 120 PL CI.U PL 0_0 5 2S.0 8_0 11_7 27.4 0_006 T'L 6.1 F'V 0_0 5 -2_ 4 2.160 PL 6.1 PF 0.0 5 25 _0 O 11_7 7_4 0_2 120 FL CI_0 f-'E U.t) 6 25.0 11.7 27.4 U.000 TL 6.1 f'V 0_0 r=-29_3 2_160 PL 6_1 PF 0.0 F15_0 I;.O 11_2 27.4 2.6 120 Fl_ U_U f-'E (.l_f_) 7 25_0 0.0 11_5 27_:5 0_UOO TL 6_1 F'V 0.0 7 --57_2 2.160 PL 6.1 PF 0.2 i 25.0 8.0 11 _=I 27.5 5.0 120 FL 0. 0 F'E 0.0 8 25.0 8.1:1 11.9 27_E- 0_027 l"L 6.1 PV 0_2 Ic-:;4_'=+ 2.160 PL r;_]. PF 0.3 _ 25.0 8_0 11.9 27.6 7.4 120 FL D.(l PE 0.0 r+ :'S_Cl 8.0 12 .3 2c:.0 G_O5c. -fl_ E~.I. PV 0_4 9 -112.9 2_lr_,U PL 6_1 f'F D_r. 25.0 0_0 12_0 20.0 9.'=' 120 FL U.ll F''F Cl_0 10 2:5.0 =_0 12.9 ._R.% O.0'=+5 I'I_ 6_1 PV 0_7 10 -141.6 2.160 f'L. 6.1 Pf-" 0.'7; lU 25_0 B.0 l;_'.':+ 28.7 12.4 120 FL f1.0 PE 0.0 11 2S_0 8.0 13.7 2Q.7 0_144 1L 6_1 f-'V l._0 11 -171.3 2.:160 PL 6.1 PF 1_3 11 25_0 0_0 13.7 29_7 ]S_(J 120 f'L n.f:l f'E 0_0 12 2:5_0 R.11 15.0 :il_(J 0_205 TL_ 6..1 PV 1..':i 121 -2u2_2 2.160 r>i_ 72.f, P-r 25- = 12 25.0 U.U 15_0 31_U 17_7 120 1=1_ 20_I:1 F'f: 0.`-+ 1-13 _ U I.l . 0 43.7 0_O Cl :_7,-' l L E, F' V 2.1 -:100_0 5.260 I'l_ 10.0 PF 0_1 23.0 C1.0 15_3 U_U 4_2 120 1 L. I:)_CI PL= (1.(l 1/I 25_f) (1.(7 15.4 (1.f) (1.O12 lL_ 10.0 f-'V f_1_1 ' Sf'R:INI:LER 3Y::ST'EM HYUF:P,ULIC AhlCaL YS1:9 I'<_ige 4 ,fi)13 TITLL: AREA 2 P7PL I)ATA (cont'd) P]'F'E NO. i:1(GPM) DI:A(lhl) LE=NG7H PRL-5''- END LLEV. NOZ_ PT DISC, VCWf=PS) HW(C;) (FT) Sl.1M_ MODES (FT) (K) (PSI) (GFM) F.L_/FT (PSI) 14 1(]0.0 2.160 PL 5.1 PF 2.2 14 23_0 0.0 15_4 0_0 '='.5 120 f=L 2L).0 PL ll.'=+ 15 25_0 8_0 12_5 20.0 0.009 TL 25.1 PV 0.61 15 :I1.0 2.160 F'L 6.1 PF C)..:i is 25_0 ;:.o iz.., 28.0 ;..t 120 r-i_ 0,0 Pc 0.0 16 25.0 8.0 12.0 27.7 0_051 lL 6_1 PV 0.;; lE. 55.=; 2.160 PL. 6.1 PF 0_1 16 25.0 8.0 12_0 27_7 4_7 120 FL 0.0 PE 0.0 17 25.0 LI_0 11.8 ;_'i.:i 0.024 TL 6_1 PV 0.1 17 ^°i_c; 2.160 PL 6.1 PF 0.0 17 :':.fl =.f:) 11.2 27.5 :'_.-:i 120 F--L. 0.0 PE 0_t] 18 25.0 0.0 11.= 27.5 O.OOE, 7L t,.l PV U.0 1"' -1.7 2.160 PL 6.1 PF 0.0 18 25_0 2_0 11_8 27_5 0.1 120 FL 0_0 f'E 0.0 19 25.0 0.0 11.8 27.5 O.OC)CI TL 6.1 PV 0_0 19 -29.:' 2.I60 F'L 6_1 PF 0_0 19 25.0 'c;.D 11.8 27.5 2_6 120 F=L 0.0 PE 0.0 20 25.0 0_0 11_8 27_L, 0_000 "fL 6.1 PV 0.0 20 --Sr',.? 2_160 F'L 6.1 PF 0-2 20 25.0 8.0 11_8 27_5 5.0 120 FL 0.0 PE 0.0 21 25_0 :.0 12_0 27_7 0.027 TL 6.1 PV 0.:' 21 -04.4 2_160 PL. n.1 PF 0.3 21 25.0 8.0 12.0 27.7 7.4 120 f=L Cl_0 PE 0.0 22 25.0 8.0 12.3 28_1. 0_OSS "fL. 6:1.1 PV O.A 22 -112.5 2.160 Pt_ 6.1 PF a.F; :'2 25.0 ,.0 12_3 2u,1 '=+_9 120 F"L t:l.tl PE 0_0 2J 25_0 12.9 a_!.= 0.094 TL 6.1 PV 0./2-5 --101_ 2_160 i>L 6..1 PF 0.9 25.0 :.0 12.9 23.= 12_4 1120 F=L. (].lJ PE O.G 24 25.0 8_0 13_8 ."+J o.rn.n TL r,_] PV 1.0 24 -'171_0 2.160 I'I._ r',.1 PF 1.?_ 24 25.0 3_0 11.8 29_7 15.0 320 FL O.LI F'E O~Q 25 25.0 8.0 15.0 .>.L_I_) 0.205 TL 6_7 PV 1._!] 2i -t_'rl:._I.) 2_3 bU PL. 72.6 PF 25.= 25 2:5.0 8_0 15_0 _>i_o r,°_i 110 f-L 20.0 PC CI_';+ 26 21_0 O.CI 41.7 0.0 0_279 T'L 92.6 f'V 2 t; -202-3 0_250 Pl_ 10.0 I'1= O.U l..i 25_0 CLU 41.7 Q.(] 1.2 72U FL U.(l F'E O.p ;'r, 25_U U.U 41.7 C>.f.l (J..['lC1p Tl_ 10.0 F'V Cl.tl ' ::;PRI:IyI!LE:I; ::3Y:;1'6P1 i-'Yt?(?;+UI_:1C Atdi;i_.`iA]-:=1 f'a(=ie S Jill; I I1'L.1=: f,i;EA ''.t f'1::. (?P,l A ; rxi l ' P'IPL Id:i. W(Gl'Pl) C!lA(1N1 LJ_NC.llll I'kl-W !_NI) L--I-E'd. N9Z. Pl I?:[:;(:. 'd!=L('=1':=S) f{WtC) (;'-I) ;;UI-1_ I'•IOIiG:; il'-I'i (K) (P:.SI) (GPhi) F.L../f-l' (PcI j 27 -217.1 :'i.2r,O PL lU.U I'1= 11./I. i.:i 22.0 0.0 15.4 U.0 120 1='L. U.CI F'E 0..1.1 22_0 0_0 (l..C)m:i 11_ :.O.U f-'V 1:1.5 112,6 1 c,t_l f-'I_ 6.:1 Pf= 4 -fl 0.(:l 15.= 0.0 7.:='(~ f=_ 2.'U.(1 !-'G 0_'.? 25..0 V.0 12..6 ..,:l IJ.0'.d.'1 IL ..fi_1 I'v Cl.; 84_2 2.160 I'L 6.1 PF 0_ :'k,0 =.I:] ]:'.b 20.4 7.4 170 FL 0.0 I'E 0.0 2•:,.0 A.U 12-2 '----U l).(1h5 I L 6.7 I'V 0./I :;n 56_2 2.160 PL F,_i Pr- u_2 2"9 25.0 __0 12_2 28_0 %I_q 120 P'L O..f) I-'L= 0_0 30 2"5.0 0.0 12-1 !'_l.iJ26 i"I_. 6.1 I'V 0.2 ::il. :'_'='.A 2__ 1F6U I'I_ 6.:1 P( 0.0 30 25.0 c.(:) 12.1 2V.8 2.5 l:<t? 1=L (:1 . G I'fi: 1)..1:1 25.0 0.0 12_0 27_R 0.007 fL. 6_1 I'V 0.0 32 I.l..l 2..160 f'l_ 6.1 I'1=' C).(:l 51 25.0 8.0 12.0 27.0 f']..l 120 1=L U..C''. PE G.CI 32 25.0 0_0 12_0 27_E f)_QOO l'L. t;.l I'V (l.G ;:i .1 2.160 P L 6.1 I'F t:l..f,.) 0-0 22_0 27.9 2.4 12U PL 0_0 I'l:. Cl.f:l ;S 25_0 =.0 12.1, 27.= 0_007 l'I._ 6.1 PV 0.t:1 3[I --:or.l.,'=+ 2.:16U I''L_ 6.1 f'f- Cl_2 31 'S.D =.0 12.1 27.8 /.u 120 F-1_ 0.0 PE 0.0 24 :..ll 0..0 20_0 0.025 TL 6_1 I'V (_l.;_' .'i", 2_.1F6U !'L 6_1 I'I- 00 34 ,-_5.0 ;,.C) 12.2 20.1'_1 7.:: 120 FL O.l) PL: 0.0 ir 2"5.0 "(.I 12.6 2I:1.4 l1.w TL 6.1 PV ll.,1 56 --113_2 2.1!.,U PL 6.3 P'r' O.c- :s;j 25.0 X 12.6 29.4 9.7 120 t f- L. 0.0 I'1= 0-0 i'l% (l.ri, 37 -1•at.l_:' 2.160 f-'I_ 6_1 f-'1= ll.'? ;i5.~! =.(.1 l-i_: 2:.0 1:.'-3 120 f-k l1_(1 I''1-. (1.0 07 `_.`"U _'U f'I'U 11.14;' I-I r:,.l f'V I.f'.) :Slc; -170_3 2_16(I PL 6_1 I>I= 1.:' .-ii 25.0 8.!1 11.0 14..- 120 1=1_ f)_f! I'I I1.fJ 'i iF,i.,. .i.l_<_ C:...'!J~i IL l.1 I''V 7..1 .:''i' :'I"l.l 2.160 PL 12.6 PF 25 E, I: ..1':! FL. Y(1.U I'f tl.'a 0 4 1 . 7 t'I . t ; 0.271 I I._ 92.6 I'v . 1 ' SI'I:.1N1<L.I'::I;'. Ci'fill-:l'I i!'(IiN!aIJL Il; AP•IAI..',':;.1.}; f`tit-t r., IOL; "I :C I I. L- : F+,I,L-A , P1 f'E: IiA'I A f_:,:;ri 1'd:? i>>P[:. rin. WUPri? O:a.r•,iIri) i_i-riU-rH rr,Fs:. craD r_LEV_ hiOz. Pr nE:;c:. VFi_(r-PS) HWcr..:, (FI) :SUm. NU1,iCc.J U"11 !I<? (I'::1') (f:lf'ht) r. _L._iVT (I"'c7) 0,250 ('L :lU.l.l PF U_II !I 41_7 0_0 2.:=1 I:;:CI F=L (.1.0 I'c 0_c) 20.0 0.0 1 Q1 0. U 0.001 f L 1H.0 I'' Y' 0.11 -32y.7 ;_:_r,l:i I'L _A !'f I1.. , 27 .,;.[I 0.0 1:5,= 0-0 l:'.. 720 F=l.. 0..0 !'i= D_CI =1U ~'-i.f 1 (.1.I_ ] 16_ - .l~ l7.(:1 I.)_lr9; C II_ 8.5 I'V 1.1 2 Irv_i 2.16u Pi_ _,..i r-t= ,:..F; /IU .::S.fl 0_0 16.6 0_0 30.4 120 FL ?U..[I PF_ 0_9 41 :'S.CI B_D I3_1 _C1 0.10:= lL 25.1 I''. 0. a.., 9U.3 2_160 Pi_ F.,_i pr n.Zi 41 ;;'S_Ci 0.0 13.1 2+_0 7.9 120 FL 0.0 PE 0_f) 41: 25.0 :.0 12_7 28_;i 0_063 fL 6_1 I"V C)./I 441 l:,l.f:, 2.16U I'L r;_ 1 ('I' 0_;' 42 25.0 m( l 32.7 28.5 5.4 120 f= L 0.0 f F 0.0 42 25.0 =.0 12.5 5.3 0.031 lL 6.1 PV 0- - 4:5 3:5..:' 2_160 I'L 6_1 PF C1.1 ~.0 12.5 2_9 120 F=1. II.U PC-: O..fl 44 :"5_0 8_0 12_5 28.:3 O.O.l.tl TL 6_1 NV U.1 4r, 5.0 2.160 Pi._ 6_1 PF l:l_U 44 2:5..0 -_f:l ]S_.;S :..'R..: 0.4 11(l FL 0.0 f'E (.I.(I 45 :r':.U =.0 12-5 `-_-S O.ULIO Il_ 6.1 FV (]_U 47 -22.3 2_160 Pt.. 6.1 PF 0.0 1r, 25..0 0.0 12.5 28..3 2.0 120 rL 0_0 ~E 0_0 25.0 Y0 12_6 0_005 TL 6.1 I'V 0.0 ii:; -'il.f_, 2_160 PL 6.1 PF t:l_; 40 .'G..(I 6_[) 12A ,=-.:i 0.5 120 FI.... 0.0 f'[= 0.(-1 47 _(:1 8.0 12.6 '°':f'.S 0.022 ll.. 6.1 nV 0.1 49 -8D.0 2.1611 NL. r',_] PF 0_:5 47 25. I' 1 0.0 1 12.6 20.5 7.0 120 r l.. t: I f' E: 0.. C l 48 :5.0 c,..Cl 13_0 :="8.=. 0.050 7'L r,.l I''V O. --100.0 2_16r, PL 6.1 PF Ci_;°, ,45 25.0 __p 13_O , u F'L. i.)..ri PF O.C; 2=_;.CI 8..U 15.5 29.4 I:t_(.l;:l'a rL. 6.1 F1% (l.r. _..71A.2 2..760 Pl._ 6_1 F'P 0.;; ;-;tl 14.5 .'.i(J.. (1.:110 TL r.; 1 I'V 1_!:j f';, -16: 2..160 I'I_ 6..1 PF 1..,_. 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F't'Oqi`r_ini i.~ndc: J..i:cer;.r- ri;i.. ~ii:i_;::r~r: ~ar.~ri'Ir•rl I;~y 1 IF?:1 ;;~,i,'tE~inS, lfiC- ;:'1 h;idr,:,d Ilr' .I:. c:y.':t.i>nt II F.~eeri I'_) a.i.;int k-, :.1 to p• (.IV ri ir: c~n ,:i~-~s t 2iqe imlb:il;:ur,ce• al. ~11-.c1 '1 f Ii' qpin curirl ~-t ai::x.i.nu.un i.rr.aun ci: :ii- .;iriy nodc' oF CIP ni_ ~:5? ',ir.-,.I.n; f p t-c.-;.:;tA r E-::: 2t r r)r .i.n t(:d Fo; irI fc) enin C:i.c-iri urilarid riol- i_u5:e~. .i.rl I",a.l.t:iric.7.ri[7 1-.hr:: ni. hla.ix.imu ni tJEI Cet vclpC:.lly !.ri ~~ri'/ I~~:i.l.-~r~ .i.•:: .1,:;.;=. f`t;s.c_~c. " r,u<:i.,.:r:: sV: rr11 F1vnr;r„i1.TC n,hir•,i.r::s1:; r:<<:,~ in Jc,B -r__-r!.E- Arr_n, . WArr.-r ::HFr>i.i ci.ir;Vt.. 120! ! ~ ~ ; 11.0+ ~ ~ ~ 1 Llp+ ~ ~ ~ ~ I I ~ 1 I ~ i i~~I1 r ~ I~ I I L ~ 0 E; 70 i Li I 67 F'<-i 0 3110 ;aPnr-> F i p-lOw "fEti, l-. I'Gi.l'i I ~ r;t r1- X ~ ~ , ~ i i ~ .°71..)1 1 i i i qOd' ~ ~ ~ ~ ~ 301 i i i i 20'I' LLGLN:) ~ i ~ lit3•r_p.lil i=)d WH LoY SLIG'f' l;' ' P=]. lu i':'54.0 gp111 101 „ ; 0 c ;;dailab.le W:x;e:t` ::;i_tpp1.'; „ U_1'!~i ~c„-:i ~a 1954.2 {lG'Iri ' i i i " (I'I..'._+ _._'_'__'_p_._.___.."__'...___'__.} PoU .I:_'ll(l 16l.W :_'!JlJfl 24f1O .'of.)II :i;.'Vfl iC,f.lf_) /6lII1Q I-!_:'!lJ lGFhl? L I, 2, 3,4, 35,3~ B Z . EE;1~04LE C(1Z. GRINNELL HYDRAULIC DESIGN INFORMATION SHEET NAME-MAtIN Ct'TY MN'1'ER1AL MA~1AGErnEr~T DATE 1; -30-80 LOCATION EA4AtA. tJ BUILDING. `Au2Ei-ICoSti ~ R EA 3 SYSTEM NO. 2 CONTRACTOR CONTRACT NO.3(c I O ~2 A2 CALCULATEDBY ~-R~R5HE2GER DRAWINGNO. 3 c'i~ 3 CONSTRUCTION: OCOMBUSTIBLE >fNON-COMBUSTIBLE CEILING HEIGHT 26 FT. OCCUPANCY APPROVING AUTHORITIES AME"RiCA a 1 SK -lTe 0 NFPA. 13: ? LT. HAZ. ORD. HAZ. GP. ?1 ? 2 ? 3 ~ EX. HAZ. ONFPA 231 WNFPA231C: FIGURE ~-R CURVE E Z QOTHER(Specity) (7 =SPECIFIC RULING MADE BY DATF h W ~ AREA OF SPRINKLER OPERATION G d SYSTEM TYPE FW DENSITY S 9WET ?DRY ?DELUGE ?PRE-ACTION } AREA PER SPRINKLER ~~ll 7 2 SLPRINKLER OR NOZZLE ~ N HOSE ALLOWANCE GPM: INSIDE MAKE~YR//.InIEC, MODEL ~SSUF HOSE ALLOWANCE GPM: OUTSIDE~7~ SIZE ('7/3Z K-FACTOR S.~ RACK SPRINKLER ALLOWANCE ~ TEMPERATURE fiATING 2$(0 CALCULATION GPM REQUIRED 20 75• rI PSI REQUIRED TR~E T SUMMARY isoecuy Lmevoni % "C" FACTOR USED: OVERHEAD 2 UNDERGROUND _ r 40 P DATA TANK OR RESERVOIR } DATEBTIME Y CAPACITY WATER FLOW TEST >ELEVATION y STATIC PSI rI 2- ELEVATION j RESIDUAL PSI 0 GPM FLOWING 3 1o WELL~ ELEVATION P OF FLOW GPNI Q 3 LOCATION SOURCE OF INFORMATION COMMODITY CLASS -TE LOCATION STORAGEHEIGHT 2o AREA AISLEWIDTH W STORAGE METHOD: SOLID PILED PALLETIZED RACK % 0 Q p ? SINGLE ROW ZCONVENTIONAL PALLET ?AUTOMATIC STORAGE ?ENCAPSULATED y 19DOUBLEROW ?SLAVEPALLEf ?SOLIDSHELVING XNON- ? MULTIPLE ROW ?OPEN ENCAPSULATED ~ O O Y ~ a FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING ~ ¢ 0 LONGITUDINAL_ TRANSVERSE FT. IN. U HORIZONTAL BARRIERS PROVIDED GRiNNEILGa3Z2Rev. 4 J] PRINTED IN U S A GRINNELL CONTRACT N0. SHEET NO Z OF NAME DATE LOCATION. \^/AR;=E4ou5E - AR EA A3 NOZZLE FLOYI PIPE FITTING PIPE EQUIV. FRICTION REOUIRED HYD. TYPE 8 IN SIZE 6 LENGTH LOSS P.S.I. REF.PT ELEV. NOTES LOCATION G.P.M. EVICES P.5.1./FT Q p G PT 7z 4 FTG. PF .1 032.4- 2 TOT. .o PE K=8.o ~3 PF 3 2 p 2 S WT PT Q~o ~ 2- PE 0 2 T PE 3 QT _3 ~1._d 5rl PF 2.0 T. z . E p GTH. PT 19, 3 ~ 131.0 TG. PF Q T. Pe 29• 8 Q FTG. PF C)T Q TH. P7 T • PF 15 Q 2. 2. T. ,o .Of 3 p p 2 S GTH. PT a(d~ 9 2 or. . o - 043 Pe 032 . 8 GTH. Pr Q`l7~ Z TTT• .o .OQ~.. pE . 033.3 LGTH. TI O/3 f . 2- TOT• o -dS7 PE p 34.t LGTH. o P7 S. = o FTG. o• 0 2¢ pF 3. Q(05 I 2- 7oT. .o PE 0 - 2.o FTGH 1Z. o PF .'Z z9.8 Z.1.~ 0303, ZY2 TOT. 1.0 P 8• p LGTH. PTZ , 303_ FTG. F . Z p 8 Q3o3.(o Q TOT. 1-2- -02- PE 5 `.8 FTTH PF 9 C 93 -2c~o 0608. 4 TOT. .o (:)r7~ PE 30 . 0310.1 TW FTGH PF Z2, 0 59 8 29 cq l 8 4 TOT. 2, o • ~~O a PE 310.1 GTH.lo.S PT PF 8.9 5R.8 Z8.9 ~ 2o FTG• 20, o -2c?2- 240.1 4 TOT. 30.5 PE 3~ .5 p 7w. LG H. PT FTG• p42 PF .3 TOT. PE p LGTH. PT 6 _1 0 FTG PF TOT. P Pr F-4321 PRINTED IN US.A. GRINNELL CONTRACT N0. SHEET NO 3 OF S NAME DATE LOCATION W AREAou 5E - AREA NOZZLE FLOW PIPE FITTING PIPE EOUIV. FRICTION REOUIRED HYD. TYPE 9 IN SIZE 9 LENGTH LOSS P.S.I. REF.PT ELEV. NOTES LOCATION G.P•M. EVICES P.S.I./FT ~ Q GT PT 1+40.1 FTG. PF Q 2q0.1 TOT• PE Q LGTH. 1 PT Q_K,r-p E=2 TG• r~ 2 PF 3p o.i Q SqS.R Co T, . D~oS PE .~o Q . GTH.2on T TG. 14 o09 Pi Q/ 5 8 T. 3~3 ' PE O. 25 oSE" Q(Sao GTH. o C:1 PT .o FTG• 52 ,1 PF Q!?7S.7 $ T. 2 • o I'y' E o 03~p,o GTH.2 0C cp 40 PT TG- 3 PP azo75 ~ OT: 269 . 6 2 PE a H. PT Q G. PF OT. PE Q TH. PT T • PF Q T. P 1Q GTH• PT TG• PF Q ' T. PE p GTH. PT FTG• PF Q T T• PE o LGT H. T FTG• PF 0 TOT PE Q LGTH• Pr FTG; PF Q TOT. PE p L TH. FTG• PF Q TOT. P o , LGTH. Pr FTG• F Q TOT. PE Q TH PT FT . PF Q TOT. PE o TH' P FTG• PF Q TOT. PE a GTH. PT FTG• PF Q TOT. PE p LG H. P FTG- PF 0 TOT. PE p LGTH. PT Q FTG• PF TOT. P Pr F-4321 PRINTED IN U.S.A. GRINNELL CONTRACT N0. SHEET NO 4OF S NAME DATE LOCATION W ARF ROuSE - /'ZRF-A 43 NOZZLE FLOW PIPE FITTING PIPE EQUIV. FRICTION REOUIRED HYD. TYPE 8 IN SIZE 9 LENGTH LOSS P.S.I. REF.PT ELEV. NOTES LOCATION G•P•M. EVICES P.S.I./FT ~ Q GT 22 PT 032. 2 TOT• 32 •0pE 3 p LGTF4 'Z PT 1 , ~ 2. 2Yz = Z rT: oo~ PE - ~ 0 GTH. T = 32• TG. PF I~O-9 ~ T. PE • `r Q _ GIH. P-T - FTG. PF ~ T- -E a GTH. PT TG. _613 PF 3 032_ 2 T. .o PE H. .o PT ' 2 OT. ,o .073 PE 1R1O :lo G. lo.o A PF 1. TH. 2 PT ~Yz ' 2 T' . 0l8 FF . P T. ?w GTH• PTI K= 4 4 0:12.0 .oor PE - '~g Q=K ~ GTH. Pr 18.0 FTG PF _ 1 l$~ /~o 4 T T• . o 5 PE TGH PF _1 TOT 12.0 • 61 PE ~cS! p 8. Q= 33 LGTH. .5 PT = 2o FTG. 2ao . ol 3 PF Q22$.60 4 TOT. 30.5 PE ~.7 p L TH. 4 2zg, FTG. OT. PF F 53 l8 ~ • 0 T a LGTH• Pr FTG. F Q TOT. PE Q _LGTH PT FT . PF Q TOT. P E p TH• FTG• PF 0 TOT. PE o GTH. PT FTG• PF . Q TOT. PE ~ LG H. P7 FTG- PF 0 TOT. PE p LGTH. PT FTG PF P ~ 70T. P PT F-4321 PRINTED IN U.S.A. . GRINNELL •85 GRAPH NI CONTRACT NO.~'~to ~OZ- A2- SHEET N0. 5 OF -2- NAME:Twft4 GiTY R IEPIAL M(AtJAr-EMe-NT SYSTEM N0. ADDRESS~ DATE: MULTIPLY SCALE BY PSI o w o ie m + n a - o 0 V a ~ c'~ C o ~ P - Q M - ~ o) ~ > m w - N > " - - J a - J D ~ 0. ~ ~ . p. ~ R 0 ~ n \ v J a t. ~ V) 0. N ~ 0 -O O 143:s n.rei.c... I$d 2004 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City OfEagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Requirements: 2 complete se[s of drawings and specifica[ions cut sheeu on materials and co onents to be used Date 12 / J / R04 SiteAddress: _ 1200 TRAPP gOAp EAGAN , MN 55121 Tenant / Building Name: I~ ~ R n ~ l, RO N I~ ~h e The Applicant is: Owner Contractor X Other PROPERTY OWNER Address: City: State: Zip: CONTRACTOR S I N1 P LEX ~j~ j &E LL MN License No. ~ 1 S Address: S/I OO NA`j N A N ~N City: M 10 0 F-A Poli? S State: Mo Zip: S S4 4 2. Phone ~6 3- 36 7 - S600 ESTIMATED COMPLETION DATE: 03 / l ZOOS FIRE PERMIT TYPE: Sprinkler System ofheads HS2 Fire Pump _ Standpipe Other: WORK TYPE: _ New _ Addition ~ Alterations _ Remodel ~ Other: r'` DESCRIPTION OF WORK: ~ Commercial _ Residential \\LEducatilona O ther: Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includes S[ate Surcharge) Contract Value $ 5'1 00 x .01% _ $ ~`i g50 PermitFee ~ • If Permit Fee is $1,000 or less, add $.50 $ 00 S0 State Surchazge If Permit Fee is over $1,000, add $30 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $155.00 $ - TOTAL FEE: $ 550000 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 Ihe Minnesota Building/Fire Codes; Ihat I understand this is not a permit, but only an application for a permi[, and work is not to start without a permit; that the work will be in accordance with Ihe approved plan in the case of work which requires a review and approval of plans. G~EGoRy MoRosl~E~c G~~ ApplicanYs Printed Name Applicant's St ature y~ DO NOT WRITE BELOW THIS LINE 1 -yA.'IaY~f't`F'14:X -~e .3~~@ t~. + QP .I_`,T~t~~.~~fiR t _ . t~`., •t'"~~~'~"P P es l't non ' CO ldlfl0 S O Sll3~G II ''e ' '4' :t ~2s ,~--.5h'.. ~8Y H~ ,:p':'11:_.~~' . Y~?~I _ ~ S,f "._.~5`_' _!.'-]i•.;: - _ ~~5 ~ ~ i yy~~ t#(r,~l`t~,''> _ - r:;i _ ".Fk•t.- _ a : ';Yy?.~• ' _ .;rp•.:-li:4, 2005 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date~J~ /.yTCJ./ 3C°~ Site Address l3C5a Unit # Tenant Name fd a" L',,o-„v l.,l Former Tenant Name PropertyOwner Telephone#~~ Contractor 5A)z.e ! l" 1 c.vn b n„ Ll^ C Address `~~'j )Y7'~" 54- City 5,4V96e State y+^^? Zip 9TJ7W- Telephone #(9S') )07~ a~ License # 37 $3 loM Eapires: ;3/ 7gx3- The Applicant is _ Owner _ Contrac[or _ Other Work Type New Bldg _ Modify Tenant Space RPZ PVB New Repau/Rebuild _ Replace _ Irrigation system Work within public right of-way/easement _ Yes _ No Rain sensors are reuired on irri ation systems. Description of Work 4 p,- w 05 65~W To inquire i ressure Reducing Valve is requiced on new service, call 651-675-5 Meters - Ca11 6 5 1-675-5 300 to verify that hydrosfatic, conductivity, and bacteria [es[s passed prior to oickine up meter. Irrigalion Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" displacement $161.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 mimmum (includes State Surcharge) ~ ContractValue $ x 1% PermitFee $ Meter(s) Requued on all new buildings & boulevazd vrieation systems $ Radio Meter Read ~ If permil fee is $1,000 or less, surcharge is $.50 $ D State Surctiarge If petmit fee is aver $1,000, surclwrge is 5.50 per $1,000 ofthe Permit Fee Following fees apply only when installing new irrigation system $ Water Pernut Call Jerry Wobschall at 65I-675-5024 for required fee amounts $ Treatment Plazu $ Water Supply & Storage $ State Surcharge g Total Fee I hereby apply for a Commercial Plumbing Peanit and aclaiowledge that the information is complete and accurate; that the work will be in confoimance with the ordinances and codes of llte City of Eagan and with the Plumbmg Codes, that I understand this is not a pemtil, but only an apphcation for a pennit, and work is not to sfart without a permit; that the work will be in accordance with [he approved plan in the case of work which requires a review and approval of plans. ApplicanPs Pnnted Name ppplicanPs Signat e~ CITY USE ONLY REQUIItED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: . BUQ.DINC INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be tested every year and rebuilt every five years. Test results should be mailed [o Paul Heuer at the City of Eagan. • A minimum tee permit per address is required for the following RPZ's: new, rebuild, reuair, remove. • Water meters include copper hom/strainer, remote wire, and touch-pad meter. METERS REOUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $125.00 4-120 1-1/2" irrigation syst $ 735.00 displacement sm commercial hubine•" Public Warks mayumum must approve continuous meter siu 10 2-30 3/4" lawn irrigation $161.00 4-160 2" turbine ]g irrigation sys[ $ 931.00 marimum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very lg res $296.00 1/4 to 160 2" compound bldgs over $ 1,849.00 bldg to 24 units 65 units maximum sm commercial & continuous & Ig comm bldgs 25 im tion stems 5-100 1-1/2" bldgs 25-64 units $429.00 m)dmum displacement & continuous most comm bldgs 50 METERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5350 3" turbine very Ig irrigation $1,182.00 6-500 4" compouod +300 unit bldgs & $3,563.00 syst & production very Ig comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,282.00 10-1000 6" compound +400 unit bldgs $6,076.00 very Ig comm bldgs very Ig comm bldgs 15-1000 4" turbine very Ig irrigation $2,226.00 9y5c & production lines Comments • To schedule inspection of the inside water line and bacMlow preventer, ca11 65 1 675-5675. • To airange for water tum-on, call 651-675-5300 ec: Maintenance Drvision Clerical Technician January 2005 ~-S 3 3 3 5 0. S o r 2006 COMMERCIAL;PLUMBING PERMIT APPLICATION CITY OF EAGAN 3530 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date/ O/4~ Si[e Address /,~;?00 Tralqo Ral Unit q Tenant Name 61I- Former Tenant Name / PropertyOwner ;~31rd Telephone #(051) /p P~3 -1111 Contrac[or /-Aoo/' e / CQ. ~ C AddresJs ~ ~ City e State /'7/OA-7e`JdA0, Zip4(5S Telephone#(71931 633'43070 License #.-5 3(p3 I Expires: The Applicant is _ Owner Contractor _ Other Work Typc New Bldg Modify Space _ Irrigatlon System"* _ Yes No Work in public o-o-w / easement? ~RPZ _ PVB: New _ Repair/Rebuild _ Replace _ Re ve Rain sensors are re uired on irri a6on s stems Description of Work To inquire if Pmssure Reducing Valve is reqwred on new service, call 651-675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to oickine uo meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price /4" meter 167.00 Domes[ic Size & Type Avg CPM Includes high demand devices? _ Yes _ No Flushometcrs _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes Statc Surcharge) Contract Value $ ,J~00 •OD x 1% _ $ Penni[ Fee $ Meter(s) Required on all new buildings & boulevard irrieation svstems $ Kadio Meter Read $ State Surcharge If oertnit fee is less IAan $1,000, surcharge is S 50 If permic fce is more than SI,000, surcharge is 5.50 far each $1,000 owed. Following fees apply when installing new lawn irrigation system $ Water Permil Call the City's Engineering Department, 651-675-5646, for reqwred fet amoun[s $ Treatment Plant $ Water Supply & Storage $ State Surcharge $ ~~v • ~ To[al Fce I hereby apply Cor n Commercial Plumbing Permit and acknowledge [hat the infortnalion is complete and accura[e, that the work will be in confonnance wi[h the ordmances and codes of the City of Eagan and with the Plumbing Codes, that 1 understand this is no[ a pemii[, bu[ only an applicanon for a permit, and work is not to start withou[ a pertnil; tha[ the work wdl be in accordance with the approved plan m the case ofwork w ch requircs a rev w nd approval of plans. SoN%uL coaq Y ApplicanPS Printed Name Ap licanY Sig mre . CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANSSUBMITTED APPROVED BY: BUILDINGINSPECTOR General Information • Radio Meter Read (required on all new buildings. Boulevard irsigation systems may require a radio read -$141.00 • RPZ's must be [ested every year and rebuil[ every five years. Test results shouid be mailed to Paul Heuer at the City of Eagan. • A minimum fee pennit per address is required for the following RPZ's: new, rebuild, re air, remove. • Water meters include copper hom/strainer, remo[e wire, and touch-pad meter. METERS REOUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $130.00 4-120 1-112" iiiigation syst $ 827.00 displacement or turbine•' public Works maximum small commercial must approve continuous meter size 10 2-30 3/4" lawn irrigation $167.00 4-160 2" turbine large irrigation $ 1,040.00 maximum displacemen[ residential system & continuous or production lines 15 small commercial 3-50 I" displacement large residential $210.00 1/4 to 160 2" compound bldgs over $ 1,962.00 bldg to 24 units 65 units maximum small commercial & con[inuous & large comm bldgs 25 irri ation s stems 5-100 I-1/2" 25-64 unitbldgs $515.00 maximum displacement & wntinuous most comm bldgs 50 METERS REpU1R1NG 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 4" compound +300 uni[ bldgs $3,864.00 5-350 3" turbine very large imgation $1,394.00 F system & produc[ion & very large lines comm. bldgs pound +400 unit bldgs $6,436.00 I/2-320 3" compound +200 unit bldgs $2,516.00 6" com very large very large comm bldgs comm bldgs I 5-1000 4" turbine very large $2,495.00 irriga[ion systems & production lines Comments . To schedule inspection of the inside water line and backtlow preventer, call 651-675-5675. • To arrange for water tum-oq call 651-675-5200. cc: Utiliry Drvision $ystems Analyst January 2006 City of Ea�all 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 JUL 2.8 IEt Use BLUE or BLACK Ink Permit*: {5``� Permit Fee: � ggi✓' Date Received: Staff: ll�s CU 2010 COMMERCIAL BUILDING PERMIT APPLICATION f/� Date: (00,OP Site Address: ! Tenant Name: 1 % t&g.7.1 l� e (Tenant is: New / Existing) Suite #: Former Tenant: PROPERTY OWNER Name: 137)2,D i 27a..), Phone: 65 -116e -3.—i 1J Address/City/Zip: _ ♦ ''P P.I Applicant is: Owner Contractor TYPE OF WORK Description of work: 414) Mia---°" i—. 1. -1c -r; i27tPAciDt /a -x-, 1 T7't/) gm srr; 24/ -D7-u Construction Cost:j),C> CONTRACTOR Name:P,. , (: a 1 c License #: 794.8 8 ss Address: 3Z A/City: Zii'5 , --1, State: ,-% Zip: 57c Phone: 95 51ZZ— 5:571--- Contact'/1W) Email: t,g'•.,E'rF, 169,-1 ei ARCHITECT / ENGINEER Name: 14' l`-- + )64D Registration #: , l Address://7 ... ..�%,6 - 'D City: State:MK) Zip: CS -4W° Phone: , 9 z.d-'-,-ZZ Contact Person:..)41,p 14 ,5 Email: .12319,14 e4.14-1)/(7-1-1 • 3/ 7-- Licensed plumber installing new sewer/water service: ✓v Phone #: 0 l n and supporti gdoc r cents it at frau submitace consrdered t Abe public f t ton. `onions of th r formate n may a lassrfred as non puboc tf you provide sspecific reasons that would permit the City to ude., h t e r axe. frac e.se rets.. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the 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 r quir s a revieand approval of plans. x 2 1Z' Applicant's Printed Name Applicant's Si. nature Page 1 of 3 140 DO NOT WRITE BELOW THIS LINE OD Rd SUB TYPES Foundation Apartments Lodging Miscellaneous WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units Public Facility ✓ Commercial / Industrial Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage 243, oco "-° D # of Buildings ( Type of Construction TL • 6 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Decking Insulation ✓ Framing Occupancy Code Edition Zoning Stories Square Feet Length Width Ice &Water Final Fireplace: _Rough In _Air Test _Final Insulation Meter Size: Accessory Building Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Demolish Building* Reroof _ Demolish Interior Windows Demolish Foundation Fire Repair Salon Owner Change *Demolition of entire building — give PCA handout to applicant (U pf Ll $4 L7hb Al2-f k e Lf ,F•1,S'), S•Z, MCES System Zoo7 M566 SAC Units • 0 i trio GN -A -t sGE. ti4 U5, a¢. oCC- Lb . — City Water 2 Booster Pump PRV Fire Sprinklers Sheetrock ,/ Final / C.O. Required Final / No C.O. Required y' Other: F tl S-05pp11 C Pool: _Footings _Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath Brick Windows Retaining Wall Erosion Control Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: Cr/A-14. , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL 33. So.B� Page 2 of 3 ‘* city or Eaall Date: Tenant: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 (10 r;ECrEIVED �pgOl i _, APR 1 9 7011 Use BLUE or BLACK Ink Permit Fee: 5:00 Date Received: L/- f % " 1/ Staff: 011 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* X// Si Address: l ZOO / ry, 7 (fico-1A—C 4t_, 1 Suite #: PROPERTY OWNER Name: Address / City / Zip: Phone: Applicant is: Owner Contractor TYPE OF WORK Description of wor : /(-�i .4 t ., " l` Construction Cosi/5-00,0E) Esti ated Completion Date: �`// /gyp 1 CONTRACTOR Name: p�(� /64C- L n G�'Nfy/`�"�l`�p License #: �!S Address/►5'44X /( ��-e_. City: / 1 m UZ State: Mid Zip: 5:5ND- `7 D'" Phone: 163—.S6 7-55o b Contact: Email: FIRE PERMIT TYPE pp Sprinkler System (# of heads b ) Fire Pump Standpipe Other: WORK TYPE New Alterations Other: Addition -!Remodel DESCRIPTION OF WORK: Commercial Residential _ Educational FEES $55.00 Minimum (includes State Surcharge) OR - 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 = $ JP (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) Contract Value $ =$ 50,0-0 3/4" Displacement Fire Meter - $204.00 x 1% Permit Fee Surcharge TOTAL FEE $ 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 1 understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in ac ordance with the approved plan in the case of work which requires a reviewnd approval of plans. x Applicant's Printed Name x Applica 's Signature gag 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. mvw.gopherstateonecail.orq 'FOR'OFFICE t1S E REQUIRED 1NSPECT! Hydrostat Flow Alarm Pump Test 10City of hp Use BLUE or BLACK Ink For Office . e Permit #: t Permit Fee: p CJ W 3830 Pilot Knob Road I Eagan MN 55122 �j �fr�l Date Received: Phone: (651) 675-5675 Z 5-i-- (� Staff: Fax: (651) 675-5694 QO �1 vrti I 2011 COMMERCIAL PLUM ING PE IIT APPLICATION Date: q * t I Site Addr s: ) a ` (i 1 tI/t Ica �7� ^ n P P Tenant: I 1 `'/ Cl V 1 I I 1 Suite #: PROPERTY OWNER Name:�1� °�` Phone: s �JP�V Lo �J 3 z O�l3_ CONTRACTOR Name: l tlk l Chari; i nse #: i O l 13 L Address: ✓' (,3}I U4): J V P State Zi 2 zr n /� 1 /i`,,p: Phone: l jZ3 5 3 , kD�Email: r'�% 1� l.Qf kTG 1` -16ni (Lai TYPE OF WORK New Replacement_ Rep��ai''r^^t`�)Rebuild _ Modify Space _Work in R.O.W. x�''7�7( t'f 'r,(�YJt�ll l _ _ Description of work: PERMIT TYPE COMMERCIAL " r ---irrigation System ( _ New Construction _ Modify Space ✓yes / no) ( 1 RPZ / _ PVB) _ • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by PublicWorks) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES: $55.00 Minimum (includes State Surcharge) on ALL new buildings and than $10,010, the surcharge $10,010, the surcharge increases Permit Fee requires a $5.50 OR Contract Value $ x 1% Required - If the Permit Fee is Tess = $ 56. 00 Permit Fee boulevard irrigation systems 4 $ Radio Meter Read is $5.00 $ Meter(s) - If the Permit Fee is > by $.50 for each $1,000 Permit Fee $ - ---- ' • On State Surcharge (Le. a $10,010-$11,000 surcharge) , Following fees apply when installing a new lawn Contact the City's Engineering Department, (651) 675-5646, irrigation system $ Water Permit for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge //'' = $ TOTAL FEE CJ CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.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, an,' ork is not to start ithout a permit; that the work will be in accor a ce with the approv Ian in the case of work which requires a review and app •1�.I of plans. -- b...,J, X 0'1e esc . lb Ap • licant s ignatur Applicant's Printed Name FOR OFFICE USE Approved By: Date: Required Inspections: _Under Ground `'_Rough -1n Air Test _Gas Test _Final PRV Required: _ Yes Page 1 of 3 401' CityofEaaail 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED DEC 2 0 2011 Use BLUE or BLACK Ink For Office Use Permit #: /0-7 Permit Fee: -.%5:).c") Date Date Received: Staff: 2011 COMMERCIAL FIRE ALARM PERMIT APPLICATION* 0116164/�-- ^^t�Qsc� �< Date: -O(� Site Address: �C �t- I t 2t►n 1 Tenant: 1 i 0.D A C_. Name: Phone: Suite #: Address / City / Zip: Applicant is: Owner Contractor Description of work: 12.2_ n y < Construction Cost: 7.I t Estimated Completion Date: Name: a 6ttrr'C.t P License #: C S Cej7 Address: t it rt RC ►D State: Mt.) Zip: SS t%.s— Contact: DESCRIPTION OF WORK: New Addition Alterations City: Phone: Email: Gt`c a -G tN-5'5 C-' Heit Remodel (' Other: pIu-cry... euxt-e_rv- Commercial Residential Educational FEES $55.00 Minimum (includes State Surcharge) - 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 (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) OR Contract Value $ x 1% _ $ Permit Fee _ $ �--Surcharge = $ —S a SS)TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City ofEa an and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, an rk is not to start with a permit; that the work will be in accordance with the - proved plan in the case oma: which requires a review and appy of plans. A 1,3 .i A • • lir ant's Printed Name Date: City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Tenant: pleffros RECEIVED FEB 1 0 2012 f% 04- -to Use BLUE or BLACK Ink For Office Use Permit #: 10i917-1 Permit Fee: (C2c). Date Received:. Staff: 2012 FIRE SUPPRESSION SYSTEMSQPERMIT APPLICATION* / 7 1a ! Site Address: 4 7r4, -fp I r p '"ted E�' 4k', MA/ 111 rU 4 Lrokkir' Suite#: Name: Bi cfr Cron i'1 /ivticI4 rew2tic Phone: ‘.51 6 g3 - 0 0 00 1.200 -1,,PP Rd c7w, SSid Address / City / Zip: Applicant is: Owner Nt Contractor J c S1r,�itier1 's, 11.1044-‘.. (71. Se-,Wiw hos Construction Cost: latoo Estimated Completion Date: (1/1)— Description of work: Name: Address: State: ci-0 0 N.fi ' LAAl 4loo Ala Zip: SS4'1 Phone: Contact: J �Y(/°n� S�`'&` Email: FIRE PERMIT TYPE t✓ Sprinkler System (# of heads 10 ) Fire Pump Other: Standpipe DESCRIPTION OF WORK: ✓ Commercial License #: 763 -367 -'Soot) City: Residential Educational FEES $60.00 Minimum (includes State Surcharge) OR - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Leg is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) Contract Value $ x 1% _ $ 60,00 Permit Fee Surcharge TOTAL FEE _$ 5.00 _$ 65,00 3/4" Displacement Fire Meter - $231.00 =$ 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 accofdan e with the approved plan in the case of work which requires a review and approval of plans. xrpti Applicant's Printed Name is Signature I z,00 "Fr, re RcI /6 2-7 ? -2_ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. CaII 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.orq 443 Lafayette Road N. MINNESOTA DEPARTMENT OF (651) 284-5005 St. Paul, Minnesota 55155 1-800-DIAL-DLI www.dli.mn.gov LABOR INDUSTRY TTY: (651) 297-4198 8/14/2013 APPROVED FOR USE Bird & Cronin Inc Attn Rupa Ryan 1200 Trapp Rd EAGAN, MN 55121 S GER Elevator ID# ELV-1012704 e: 1 RE: Nam: Dear SMinnesota Statutes Chapter 326B provides that the Depar tment of Labor and Industry, Construction Codes & Licensing Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. NOTE THIS APPROVAL APPLIES TO WORK PERFORMED BY METRO ELEVATOR. ALL ELEVATOR RELATED EQUIPMENT IS SUBJECT TO ANNUAL RENEWAL OF THE OPERATING PERMIT: It is the owner's responsibility to maintain and keep current with all tests in accordance with the ASME A17.1 and the ASME A17.3. Frequencies for the required tests can be found in Chapter 1307 of the Minnesota State Building Code. Failure to maintain and perform the required tests may result in revocation of the annual operating permit. Operation of an elevator related device without a valid operating permit may result in an issuance of a "stop order" from the department and possible penalty of up to $10,000. For more information see our website at: http://www.dli.mn.gov/CCLD/Elevator.asp Sincerely, CONSTRUCTION CODES & LICENSING - Tim Warren State Elevator Inspector c: METRO ELEVATOR INC Dale Schoeppner, City of Eagan Building Official ElFormCE2 This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer � Use BLUE or BLACK Ink r________________^ I j,� --? / I For Office Use � � G'nl,�fi-- �.,1�.L� ��� � Permit#: f � ���� I Clt of �� a� 6 y � � �s� � � � I Permit Fee: � 3830 Pilot Knob Road i I Eagan MN 55122 � . � `�'� �-- � � Phone: (651) 675-5675 � 1��9. 2`� �` `` i Date Received: � � � i �r,.� Fax: (651) 675-5694 "` � � � � Staff: � ��y �-----------------� 2014 COMMERCIAL BUILDING PERMIT APPLICATION Date: ��—/J`� Site Address: /� T�);� � fTC.���yi�N , �/(/ v�j��Z.� Tenant Name: �//'"�i �' l�Cl�/l.�i� �i'7� , (Tenant is: New 1 �Existing) Suite#: Former Tenant: Name:_���( /'D/✓/�U .�!/I�. Phone: �PJ��/��'��Q���(� , Property Owner Address�City�Zip: 2..O d %r ' � 5J'rl2� � . Applicant is: Owner ✓Contractor Type of Wot'k Description of work: �,�ye. Ctno��'.[��aosQ �.��,�/1"",2,�rL�f,�,�S�—/�i� Construction Cost: �2.. 5 v�� ��'��'�. ��'�m Name: �D/�C°_/1 /�/G�I�e�� License#: G._.O Contractor Address: /���D 2//��U� /V�r� city: �/�.�,��, State:�/ Zip: � hone: Ll�fi� " ��9 "2�9� Contact: D S Email: �"DD �� ��� G07 me: • �� � Registration#: � ���� Architect/Enginee Addre : c� � -1 ity: � ��� �State: Zi ������ ��� Phone: P�_ ' � Contact Pe n: mail: Licensed plumber installing new sewer/water se ' Phone#: NOTE:Plans and supporting documents that you submif are considered to be public information. Portions of ` the information may be classified as non-public if you provide specific reasons that would permit fhe City to ' conclude that the' are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that 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 �O/�.G� //lPJSC/✓ x ApplicanYs Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES _ Foundation Public Facility Exterior Alteration-Apartments _ Commercial/Industrial _ Accessory Building �Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ Nev�r _ 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-give PCA handout to applicant DESCRIPTION Valuation ���aG� Occupancy �� MCES System -�""° Plan Review j'lo Code Edition ---- SAC Units `--- (25%_100%� 4--'—'� Zoning _ City Water �` Census Code ------ Stories Booster Pump #of Units -----�-- Square Feet PRV �' #of Buildings ._-------- Length ---> Fire Sprinklers — Type of Construction �--- Width -�—"'" REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) Final/C.O. Required Footings(Addition) � Final/No C.O. Required Foundation Other: Drain Tile Pool: Footings _Air/Gas Tests Final � Roof:_Decking _Insulatioa__Ice&Water Final Siding:_Stucco Lath _Stone Lath Brick Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes '�No Reviewed By: !`��� �" , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee J � ��'. �.� Water Quality Surcharge (� rj . �(� Water Sampling Fee Plan Review Water Supply 8� Storage (WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S&W Permit& Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTA� /�S �y-, � Page 2 of 3