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Home My WebLink AboutSprinkler 99-0957 , , SEE INS~3CTION RECORDSUNUER BUILD~G PERN~IT #99-0836 ~~ CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT ~7;i~ l. White 2. Pink 3. Yellow File City Applicant :5EEE 11- 83tP Permit No. BP C]9-QS7 '.DATE DIRECTIONS SPACES NUMBERED 1 THRU 17 MUST BE FillED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) 2. SITE ADDRESS /~311 DI,JL.UTff.s7i 8'-3-'1'7 ZONING 1<:.2 BUilDING INFORMATION 11. SIZE OF STRUCTURE (Hei\tlt) (Width) (Depth) 12. NO. OF STORIES 3. LEGAL DESCRIPTION PID _2..5 -Q()Z - 0 '55-0 BLOCK /'1&mS .4/VP 8tJutv'n'" lOT ADDITION 13. TYPE OF CONSTRUCTION EX/:;Or. "1/V/ilU IHJPln,'" 14. FLOOR AREA APPORTIONMENT USE 4. OWNER (Name) (Address) (Tel. No.)(oll'-$19>- 'Sr mlCH/}{nJ P#/2J5# Ie.. 311 CJiJL.uTH- s-~, Pl,dk O@II ~..z(,(p 5. ARCHITECT (Nama) (Addra..) (Tal. No.) 'Dt-R Gtzol.JP '1S2.IW,7i>T1f:sr. /I11't-$- ~(Z.-,?41-89SO 6. BUILDERSvI"/I"l /f(Name)'Z7Bg~~ (Address) ~/~3"'/v (Tel. No.) ~>/~~ 15. NUMBER OF OCCUPANTS OR SEATS .41.<IA~~"'''B iil;JHf)~/l5 ~7-1J'-'....~5If'f~'''I'''1F -.t: :'7;"] 76'0 OCCUPANTS 7. TYPE OF WORK Fireplace (] Septic 0 Deck 0 Ae-roofing LJ Porch LJ SEATS New Construction LJ Alterations LJ Addition LJ Finish Attic LJ Re-siding LJ Finish Basement LJ 16. PROJECT COSTNALUE ChimnayLl Misc. A-u(1!J, sPIlI<S, 17,{'84.00 8. PROPERTY AREA OR ACRES 19. PROPERTY DIMENSIONS \10. CULVERT SIZE 17. COMPLETION DATE Sq. Ft. Width Depth Yes No I hereby certify that I have furnished information on this application which Is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance wtth submitted plans. I am aware that the building oUici~n revoke)}is pe~ for Just cau~ .. _ I, I hereby agree that the city official or a designee may enter upon the property to pertorm needed Inspections. X /'~(..? . .-~ C-07S- 8-3-5'1 Signature license No. Date FOR ADMINISTRATIVE USE MATERIAL FilED WITH APPUCATlON SOIL TESTS LI ENERGY DATA LI PILING LOGS LJ PERCOLATION TESTS LJ SETBACKS: Required Actual Side Side Back Front BUILDING DEPARTMENT VALUATION OFF STREET PARKING SPACES REO. SPACES ON PLAN PLANS & SPECS LJ SETS COPIES J/~ ~/,e USE OF BUILDING SURVEY LI I PJ.I\'"Y"l.I'll'l> . PLOT PLAN LI PERMIT VALUATION TYPE OF CONSTRUCTION: I II tll IV (,p I MQ Amount Brought Forward .................. $ Park Support Fee ........................... $ SAC ......................................... $ Collector Street Fee ....................... $ Sewer Tap ................................... $ License Check Fee ......................... $ Pressure Reducer .......................... $ Meter Hom ................................... $ Water Meter ................................. $ Sewer & Water Connection Fee ........... $ City: Occupancy Group A B E F A ~ Division 1 2(J/4 Permit Fee ................................... $ s U 2/.,,?"2. < 11Jf'l.q{" "I .O{) PlanChecklngFee ......................... $ State Surcharge ............................. ct. Penalty ....................................... ct. Septic System ............................... ct. ~ Other ......................................... II: WaterTowerFee ........................... $ Water Tap ................................... $ Builder's Deposit ............................ $ Other ......................................... $ Total Dua .............................. $ 44'1. '1 ( Paid 44-/. '1/ Racalpt NQ. 3'" 0 s4- Date q // /99 By ~ This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed rL requested. This document when signed by the CIly Planner constitutes a temporcuy Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be Issued. Subtotal............................... $ This~n40resy rB" Permit When Approved. By~ _ DataB-:;(-/ f Certificate of Occu Issued Special Conditions if any Date City Planner 24 hour notice for all inspections 447-4230 -r ---_.~-----,.---._.- AUG-31-1999 14:38 , ).' O.'Y ;.'11:?, " 0, :. :i: ~,' :. ~". :'''.~,..., ~:':'.' ; "', " ;: :-:. :.....:~.. SUMMIT FIRE PROTECTION 612 639 8751 P.04/05 .... .. fill' ..-- " ,. ....... . THIS SYSTEM AS SHOWN ON CARLSON AUTOMATIC FIRE PROTECTlOMCOMPANVPRINTNO I DATEr-"'?' " FOR ST M'CHA~'-' AT IJ/UO" ..."',..- M"'- CONTRACT NO. "". ./r- IS DESIGNED TO DISCHARGE AT A RATE OF PER SQUARE FOOT OF FLOOR AREA OVER A MAXIMUM AREA 0' .,.,,.,.. ,.tllA ,SQUARE FEET WHEN SUPPLl~D WITH WATER AT A RATE OF '" r; '" GPM AT ~ r.. +1 & PSI AT THE BASE OF THE RISER. .;;~.. THIS SYSTEM AS SHOWN ON CARLSON AUTOMATIC FIRE PROTECTION COMPANVPRINT NO. I DATED e- 27- 1', FOR sr A?~CI'JIR- c; AT PIIJD{l,. ~ It4 ",;J' CONTRACT NO..1.9/4 18 DI!SIQNED TO DISCHARGE ATARATEOF "tlO "':,. PER SQUARE FOOT OF FLOOR ARI!!A OVER A MAXIMUM AREA ?~O OF 9QUARI! FEET WHEN SUPPLIED 2.,... 77 WITH WATER AT A RATE OF BPMAT 7D.117 PSI AT THE BASE Oil Tltl RISER. - --" _.._.....~_... -- -~_. --- FU:i-31-19'39 14: 38 SU1MlT FIRE PROTECTlctl 612 6:39 8751 P,B2/05 . 1) CONTRACI'Oa's MA'l'IlIUAJ' " TEST Y:....."".CA1'E ~ARTG A a. C _ ."UNKLIIl to WATeR _AY A8OV!OI\OUMD 'l"flG (F"' eM .-- ConK_ Par l!och RloIrl ,--. "_.."" ....OCliOURG UPON ~LETION OF WORK~ INlllSC:TtOr-I AND TaTS SMALL. ~ MADe. BY THe. CONTRACTOR.'S REP"U~NTATIVIE AND WITNI...IEO liT AN 0WId"" REPR_NTATIVC.. A&.of. DEI'II.CTS SHAL.l,.. .. CQARIlCftD AMD SYSTEM I.UT IN SEftVICe: B8.1rOR;e: eotfTR"OTOfll.. MaN flfNt&l.LY IAAV& THI JOe. . " C..T....CAT. 1fofAu.. .. flIL&-friD 0....,. AND SIGNED .V IIOTH ".Ma........ATIVa. ~.. SMALL .a PRIE""".D "'0" ~OVING AUTt'lOAIT1A. OWNS'" "NO COfllTAAC'1'Otlt. ,,. 15 UNO'R........-- TH~ OWNKR'S ..~..I!NTATIV.."S alGNATUftS IH NO WAY ~R.J.. vo.cas ANY CLAIM AGAINtT CONTRACTO" ~QR JPAUL.TV ~"~"t"'~ POO~ WORKMAN5HI~. Oft FAILUR. TO COMPf.,V WITH Ap.. ....OVING "......MORITY"S IIIe:GUlftIJMKNTS OR LOCA'- ORD'NANCIiS. PRO~ATY NAME ~ir /dlcH/l-tiI"L..5 1ii.O~RTV "CORUS . /, :}// tJLJt...U r/f.577 'pI'L/()(Z.t.-A-Jt:.E -??N, AC:CEP"taO av .....tIIIOYINO AU'tHORITV('5) NAMa C I rye F pte-ft'J f2. L-H/IW/r "ODIlIESS --LN.ZCo e-A'(;,.t...Er c./Uiil7T1t- ,;;~, INSTALLATION CONfI'O"Ma I,", ^""",.I'f&O P\,ANS; lQU.....INT USIO 'S APPROIIED IF NO, STATE aEVIA1"lONI PLANS INSTRUC- TIONS TEST 0BCIl1P. TION TEIITS REOUIIlEO t.OCA T.ON SPRINKLERS Oft ..RAY NeULIS ....'E AND ...".INGS ALARM VALVE OR PLOW INDICATOR P .I1-IZ.f'S If 1ID411"'I$n~l'f1rtt/e. c rlZ- I DATE 8-3i-?7 s $372.. s-nT2- =8 va II- "a "" - HAl Pl!"- 'N cHAllGE 01' PIRE IlQU'l'Miil'IT _ IN5TRUCTlEO AS TO LOCATION OF CQNTIlOL V,""Vl!S ANO CAllE 0" THIS H!;W lQUIPMENT? IF va. GIVE N,&MI!, IF NO, llX~IN. YEI~ NO C HAVE cOPla 0'" AM"fIIO..."IAT. INSTtliUCTIO'" AND CARl! ANO MAINTENANCE c....1IlrTS AND NPPA 1M IICIEN LlEfIT ON "REM''''' I~ va. ClIV. NAMt!. .f' NO. IIXPLAIN. yutJIiL NOD !::!XRI&R.ATICI ~Ic: t;.. sMlI ... ,... d net ... 1NI" aoo PSI (1"'_ .rl) for two ..... Of 50 PSI (U .... ..... iiitiiI ..-. .. __ of 110 NI (I.... --... ..,_............ eIaItCMn -..................... to .....m:........ Aft..,.;--" MtM ......... &--... IftIII .. ....... - rtll\ll"'aTIC, ........-. P51 (D-l ....... ....-.n t\O N' ca.' ......, lIP. ....... .nd ....... dro' wft1<ft ....11 not _CliM 1.. PSl (0,1 ...... In'" .ftIa -' r'l0l'1'M1 water ~ eM! .... Ind m.-n" .... pNQiUAl *" .nlclt ....11 "ot ....-cI. I" blI 24 ftoW'L HVDROSTATIC; AU.. pt"NIL PNEUMA1'tt::. DRY Pl.-INCa . &.GUIPMRN'I' ONRATIQf'h ALL.. DRA'N SERVU aI".DQS, -- ..00.... .'.Z. CIii"NT/Z1H- 6 _8 Ol. JZ.~-- ~~ .. G,<lV It .,CJ.. 'hlf .....- .. ,"a'''' ~'.r v... .. .... .. 6.41~ ~ V... .. QUANTITY lrau;;,TU~&;;- 'I Is-~. I IrS'fI Is-r" "'37 $"1 7 Z4- MAT.RIAL AND KIND CONFORM5 TO tF NONE. EX"'-A'N N;PR 1T~_II0 ALAR.w TVP& =:=.ltCE M...... MAXIMUM -r..... TO OPERA"TE TIIIU....H'... I UT Plpll! M'N~ -~,.,,-S". VItNIi: JI;IO""F/~ _DK>. -~. __,_0"," ----~..,,'-- .--- ..,--,- '-' ";,1' ._..- .....-...........-.-.,..-..-.. .---..-.......-.,.-..-..- FUi-31-1999 14: 38 SLtt1IT FIRE ,.."",,,,,-,Iqi 612 63'3 8751 P.03/05 DRV plPl VAL-VO OE\oUOI . ""liACTION "A\o"I. TESTS T1!ST 11.ANICS W1iLDING RIMAIlQ SlGNATUAES ~j~tiG <:M.\..... J : .-.~TI.~ .-.-_ ~ftl. ~A _AM QlIUU\"tID ~ ",~.LV I p".I. I NI'''. KC, va I NO -... ~ MR. NO. ~TP ..... AlA ...- P...'. P..... n' NO, . -Jl\..AIN OPIlIlATION _UMATIC CI I:~IIIC Cl HypllAU\OlC Q ~~1oO IUPe"YI..U, ,",U C NO 0 OftllCT_ MID.A W..Il"'.ID. VEl 0 COD y_YI O..IlATR P_ TH. MANUA" Till' AOIOIDA AIMOTIt _1lO..IT"'T......' YES C 1$ THtlAI: "'" ACC........ p",CII,.ITV '" .....,.. CIIIC:UIT pOft TDTIHG? YIlS C .1' NO. i:XPl,...AIN NO 0 _0 HOO -~ Doll.... Clroutt ~. VrtM't...., yES NO ~::-" Tt"" To .. !'W'Ir' MiN. I HC. &. MAK& MOo&l,. ...... __ Ck"- 0_'" .. .1en~AI!l"'? va I NO 2-='(11 PSI I AL..... .."'NG HVDII:OSTAT,CAI",.L.V TDTECII AT gRY ".rING ,...KUMATIC"L.LY TIISl'SOI ti;QUIPMOtT o..RATU ~"oK'U.YI IF NO. sTAT. RaASCH ,r/j;) ~ "'. IMUM." lIlaMOVE:D YIES 0 - ORAIN TEST: .&ADINO 0fI' GAGI \.OC'GT MEA. WAn:" .u~v TQT ptKI '1 $TATIC PAlnul..! NUMRA UKO I \.OeATIONS ~... co NO 1/1... weL..DRD PIPING IP va... DO VOU C.RTIP'Y ,.,. THE. PRtNKUR CCJNT..-eTOA THAT waL.D'NG PROCEOUAa C()tlllS.V WITH TH8 -QUl_. USNTS 01' AW5 010.1. U;V&I. AIIl41 vu C NO C DO yOU eaRTIPV THAT "ME WELDINeiI WM ,...POAMED Irt wc....... QUAL'flleD IN eou.....Afl&C1Il WI".. T.... ...auIR....ENTS OF AWS Dlo.., ....v.... "".", va 1:1 NO 0 CO you clfllTIPY THAT WG.D_ WAr CAfIIl\lllO OUT .10 COMPI,.....NC. WITH" DOCUlillaNT.D cw,.l,.ITY COH. TROL "octIC>U". TO 'MlUA. ,,",,1' ,..... D_ A". AITA'IYIID. ""'AT OPllN._ '" ,,,,t'" AfII. sMOOTH. THAT ........ ANO OTH.f11 _LDI- A__ A.I! A.....".D. AND THAT TttC 'HTlltN,,",-DIAMETaAS DP PIPING ARE NOT PUtaTRATQlt VB C NO C DATe. ~T t" ."RYICE WITH AL.'" COtolT..OL V"Lva 0..... ~--~._-~--,-~ .-.------- ~ - ..-- NAMe Oft 8fiM_fiilKLKiIll """"'" rRAcTO" l'iffiiii~~~DN ~1l:fKi.iR <:OHtAAfO_R lI.eN.D'/ YJ'I/'tfYfJ (}. ~ ~ rT~~~""'-- Tn-LIE /I ADOITION"''' ."",-","",TIONS "",,, NOTa T'TL& e-~--<if OATE ~ ~ ? '\.\. SUMMIT 2788 CLEVELAND AVENUE ROSEVILLE, MN 55113 PHONE 651_639.8780 FAX 651.639.8751 q q ~ 967 6301 8ANDEl ROAD NW #503 R.OCHESTER, MN 55901 PHONE 507.280.0622 FAX 507.280.0577 FI RE PROTECTION LETTER OF TRANSMITTAL DATE: JOB NUMBER: 8'-3-7'1 TO: C t T Y OF P /UO/l LA It--/:! JOB NAME: /, ZOO t=/l-GLE GeG'G1<. ~ADDRESS: Pll-t oA?- L.-R-/L.fE" /1'1/\1, SS37L AnN: PlllfL f3/JUMG/fIZT/l/G72... Please find enclosed the following: I !>iC- I I L___.J Copy of Letter L .J Change Order Shop Drawings Prints Other Copies 4- i I Date 8'~3-'l<j I - I , I I Ix.. I I I //,u/V, s ,PaIL. :SY5. CI"1-'- t:. 0 51'r'T5 ~ jJ€!2-I#Ir- I For Approval I For your use I As requested I For bids due Remarks: f't-t:#S€ ,Il.-e-rtlfZ.-1'-' Cz.) /rf7J', seT / ",/f"/f/IL-rPU - Signed: ~ -~ II (:). ~l7/4- Sr; /lJIC#AELS ,P#I2/SIf If {)II/I/oIISTIZ/171I/C _ C T IZ . /t 3// IJUf...lJTI/- sr~______ flZtO/l L-RJt-l: .#~,---SS-372- I Plans ! Specifications Description O/U.vbS - Approved as submitted Returned for corrections For your review --------------- q 9;967 White - Building Canary - Engineering Pink - Planning Th~ Ctnltr of Iht L.b Country NAME OF APPLICANT fiUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST SUnM II Flee! ST. r'l/o-/A6L-S / 6/s/QQ APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: J~311 DUL.uTH ST: Accepted Accepted With Corrections Denied Reviewed By: Comments: Date: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ~ , ~ ~e~ 1 q-157 White - Building Canary . Engineering Pink - Planning Thr Ct'nlt'r of thl' L.kr Country aUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED Su ,II-I' T PiKE/ / ST M1cHrlSL-S els/c;c; The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /&311 DUl.uTH ST: Accepted Accepted With Corrections Denied Reviewed By: Date: Comments: '~.. "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ~\ ".. ;- ~~7 - ./ I White - Building Canary - Engineering Pink - Planning lh, (~fnlf'r of Ih. Lab Country BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED -r~ !~' f_ I ,,'- '/" ,/ . --' l '.! / / .I" If ;. (1\ t. L-._ The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ~m~ / { ~_ 'J" f F- j .r--~- -_~ I , Accepted Accepted With Corrections Denied Reviewed By: Date: Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ~ " SUMMIT FI RE PROTECTION 2788 CLE:VE:LAND AVE:NUE: R.D5E:VILLE:. MN 55113 PHDNE: 651-639-8780 FAX 651-639-8751 SUMMIT FIRE PROTECTION 2788 CLEVELAND AVENUE ROSEVILLE MN 55113 651-639-8780 Job Name Building Location System Contract Data File ST. MICHAELS PARISH ADMINISTRATIVE CENTER - MAIN LEVEL 16311 DULUTH ST.. PRIOR LAKE. MN 55372 1 / REMOTE B 9914 STMIKE.WX2 :omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 q9~957 .rlIT FIRE PROTECTION ST. MICHAELS PARISH Page 2 Date Hydraulic Design Information Sheet Name - ST. MICHAELS PARISH Location - 16311 DULUTH ST.. PRIOR LAKE, MN 55372 Building - ADMINISTRATIVE CENTER - MAIN LEVEL Contractor - SUMMIT FIRE PROTECTION Calculated By - C.GRIMM Construction: ( ) Combustible (Xl Non-Combustible Occupancy - OFFICES Date - 8-3-99 System No. - 1 / REMOTE B Contract No. - 9914 Drawing No. - 1 OF 1 Ceiling Height - s,-on s y S T E M (X) NFPA 13 (X) Lt. Haz. ( I NFPA 231 ( I NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 () Ex.Haz. ( ) Figure Curve 1 Made By Date D E S I G N Area of Sprinkler Operation - 900 Density - 0.1 Area Per Sprinkler - 132 Elevation at Highest Outlet - 17 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside System Type (XI Wet ( ) Dry ( I Deluge ( ) Preaction ( I Other Sprinkler/Nozzle Make CENTRAL Model GB-QR HSW Size 1/2" K~Factor 5.6 Temp.Rat.155 - 100 Note AREA REDUCTION OF 40% FOR QR HEADS AND < 10'-0" CEIL. Calculation Flow Required - 302.75 Press Required - 70.583 At Test Summary C-Factor Used: 150 Overhead 140 Underground ~ Water Flow Test: Date of Test - OCT. 1994 Time of Test Static Press 78 Residual Press - 46 Flow - 1730 3 Elevation 1 Pump Data: Tank or Reservoir: Cap. - Elev. - W '\ T Rated Cap.- @ Press Elev. - 1 Well Proof Flow J P Location - 4770 PLEASANT ST. P L Source of Information - CITY / CARLSON FIRE < ) ~ ~ CommOdity Storage Ht. Storage Method: Solid Piled Class Location Area Aisle W. % Palletized % Rack 3 R r A ) C , K ; ; , Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( 1 Auto. Storage ( I Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: :omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~urll~LL ~Lrt~ rKVL~L1LU~ ST. MICHAELS PARISH City Water Supply: C1-Static Pressure: 78 PSI C2-Residual Pressure: 46 PSI C2-Residual Flow: 1730 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 L Dz- _________ D3 J1 200 400 600 Computer Programs by Hydratec Inc. Page 3 Date Pump Data: -------- ------ ~ ....... 800 1000 Route 111 -------- ------ 1200 FLOW ( N ^ 1.85 1400 , Windham N.H. USA 03087 Dl-Elevation: 6.930 PSI D2-System Flow:202.75 GPM D2-System Pressure: 70.583 PSI Hose ( Adj City):O GPM Hose ( Demand) :100 GPM D3-System Demand:302.75 GPM Safety Margin: 6.144 PSI ~ -------- .~ 1600 1800 , .:JUlYJ..I!l.1.1 l.l.KJ:j t'KUTt.A';"l J.uN t'age 4 ST. MICHAELS PARISH Date 1 14.82 2 30.79 3 50.62 4A ~ ~ ~ ~ ~ ~ 4 23.43 4A 74.05 5 101.29 200 ~ ~ / ~ ~ ~ 6 15.79 7 32.80 7A 32.80 9A ~ - t ~ t ~ ~ 32.tn;Io 74.20 B 19.95 9 41.40 9A 74.20 10 101.46 200 202.75 200A 20275 201 202 75 TOR 202.75 VAL 202.75 BASE 202.75 TEST ~ / / / < ~ < - ~ ~ ~ ~ ~ ~ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _c~IT FIRE PROTECTION ST. MICHAELS PARISH Fitting Legend Abbrev. A B C o E F G H I J K L M N o P Q R S T U V W X Y Z :ornputer Programs by Hydratec Inc. Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow pvc Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Route 111 Page 5 Date Windham N.H. USA 03087 -,l"lMIT FIRE PROTECTION Page 6 ST. MI CHAE LS PARISH Date Unadjusted Fittings Table 1/2 3/' 1 1/' 1 1/2 2 2 1/2 3 3 1/2 A 7.7 21.5 17 .0 8 7 10 12 C 1 1 1 1 D 9.5 17 28 E 2 2 2 3 , 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 , G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 , 3_5 6 5.0 8 7 J '_5 6 8 8_5 10.8 13 17 16 K 14 14 L 1 2 2 , 3 , 5 5 6 M 2 2 3 3 , 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 p 1 1 1 2 2 2 3 , Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 , 5 6 8 10 12 15 17 20 U 1.8 2_' 2_6 3.' v 3_5 , .3 5 6.8 -, 10.3 x 8.5 10.8 13 16 { 2.0 , .0 5.0 6_0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 , 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 3 9 10 12 19 21 : 1 1 1 1 1 1 1 1 U 47 - 12 14 18 22 27 35 40 45 50 61 co 5 7 9 11 13 17 19 21 24 28 2 3 , 5 6 7 8 18 11 13 4.5 5 6.5 8_5 10 18 20 23 25 30 8.5 10 13 17 20 23 25 33 36 '0 J 21 25 33 41 50 65 78 88 98 120 , 36 55 45 8 9 13 16 18 24 27 30 34 40 ~1 10 12 16 19 22 V ) P ) 33 , 3 27 32 45 55 65 76 87 98 109 130 r 25 30 35 50 60 71 81 91 101 121 ) '.2 5.0 5.0 ! 8.5 10 13 , 13.1 31. 8 35.8 27.4 < 21 25 33 12 14 18 22 27 35 40 45 50 61 :omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .Jl1MIT FIRE PROTECTION Page 7 ST. MICHAELS PARISH Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 17 5.6 7 14.82 .1 132 7 2 17 5.6 8.14 15.97 _1 132 7 3 17 5.6 12.54 19.83 .1 132 7 , 17 5_6 17.51 23.43 .1 132 7 4A 17 18.73 5 17 5.6 23.66 27.24 .1 132 7 6 17 5.6 7.95 15.79 .1 132 7 7 17 5.6 9.23 17 .01 .1 132 7 7A 17 16.41 8 17 5.6 12.7 19.95 .1 132 7 9 17 5_6 14.67 21. 45 .1 132 7 9A 17 20 10 17 5.6 23.71 27 .27 _1 132 7 200 17 30.34 200A 17 39.16 201 3 54.99 TOR 8 61.73 VAL , 64.6 BASE 1 69.41 TE:$T 1 70.58 100 The maximum velocity is 33.7 and it occurs in the pipe between nodes 10 and 200 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,.'lMIT FIRE PROTECTION Page 8 ST. MICHAELS PARISH Date Hyd. Qa Dia. Fitting Pipe Pt pt Ref. "c" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pt Pn 1 14.82 0.884 10.000 7.000 K Factor = 5.6 to 150 2 14.82 0.1138 10.000 1.138 Vel = 7.747 2 15.97 0.884 10.000 8.138 K Factor = 5.6 to 150 3 30.79 0.4403 10.000 4.403 Vel = 16.095 3 19.83 1. 109 IT 9.906 7.000 12.540 K Factor = 5.6 to 150 9.905 4A 50.62 0.3660 16.905 6_188 Vel = 16.813 50.62 18.728 K Factor 11.70 4 23.43 1.109 IT 9.906 4.000 17 . 505 K Factor 5.6 to 150 9.905 4A 23.43 0.0880 13.909 1. 224 Vel = 7.782 4A 50_62 1.4 2E 4.862 11.000 18.729 to 150 9.724 5 74.05 0.2379 20.724 4.930 Vel = 15.433 5 27 .24 1.4 IT 9.724 6.000 23.659 K Factor = 5.6 to 150 9.724 200 101.29 0.4246 15.724 6.677 Vel ~ 21.111 101. 29 30.336 K Factor 18.39 6 15.79 0.884 10.000 7.947 K Factor 5.6 to 150 7 15.79 0.1280 10.000 1. 280 Vel ~ 8.254 7 17.01 0.884 IT 8.511 6.000 9.226 K Factor = S. 6 to 150 8.511 7A 32.80 0.4949 14.511 7.181 Vel = 17 .146 7A 1.109 IT 9.906 12.000 16.406 to 150 9.905 9A 32.80 0.1640 21. 905 3.593 Vel 10.894 32.80 19.999 [, Factor 7.33 8 19.95 0.884 10.000 12.695 K Factor 5.6 to 150 9 19.95 0.1973 10.000 1. 973 Vel ~ 10.429 9 21.45 0.884 7.000 14.668 K Factor = 5.6 to 150 9A 41. 40 0.7614 7.000 5.330 Vel ~ 21.641 9A 32.80 1.109 5.000 19.998 to 150 10 74.20 0.7426 5.000 3.713 Vel = 24.645 10 27.26 1.109 5.000 23.711 K Factor = 5.6 to 150 200 101.46 1. 3250 5.000 6.625 Vel ~ 33.699 200 101. 29 2.003 2T 12.965 7.000 30.336 to 150 25.928 200A 202.75 0.2679 32.928 8.823 Vel 20.644 :omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ..1I:1IT FIRE PROTECTION Page 9 ST. MICHAELS PARISH Date Hyd. Qa Dia. Fitting Pipe Pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 200A 2.003 iT 12.965 17.000 39.159 to 150 IE 6.482 19.446 6.063 201 202.75 0.2680 36.446 9.766 Vel 20.644 201 2.154 IT 12.224 13.000 54.989 to 120 lE 6.112 18.336 -2.166 TOR 202.75 0.2842 31. 336 8.906 Vel 17.851 TOR 2.154 4.000 61.729 to 120 1. 732 VAL 202.75 0.2843 4.000 1.137 Vel 17.851 VAL 2_469 1B 7.000 3.000 64.599 to 120 IS 14.000 21.000 1. 299 BASE 202.75 0.1462 24.000 3_509 Vel 13 _ 587 BASE 4.1 1G 2_907 80.000 69.407 to 140 IE 14 .534 46.508 TEST 202.75 0.0093 IT 29.067 126.508 1.176 Vel = 4 _ 927 100_00 Qa ~ 100.00 302.75 70.583 K Factor = 36_04 :omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AUG-23-1999 09:59 SUMMIT FIRE PROTECTION 612 639 8751 P.02/10 . Introduction Cenual Sprinkler Compclny in conjunction with BFGoodrich has cr<>Otod a lino of B102QMastsr Cl'VC (Post Chlorinated Polyvinyl Chloride) sprink!or pipe. Central Bla...Mas1er pipe systerns are dnigned speclllcally for lire sprinkler systems and proVl<:le thelollowmg advan- . laggs over tro:dilioncrl sprinkler ~iping' systems: . Increased hydraulic capabilities (C-faclar = ISo) . No precuJting and experm.ve fabrlo;rtion required. . NSF approved for potable water . Can be easUy connected to other sprinkler piping systems . FlexlbUity in tlw piping fOT g~r ease oj installation . Resistant 10 rust. scale and foreign contaminant builc:i up . lnexperulive tools required lor inslallo-lion . Greater rS'iistance Lo seismic activity than copper or steel systems . Easily repaired or modified on site . Eemllytransported and handled at Insto-liation . Resist:! rsweating and condensation Lisllnga cmcl Approvals Central Sprinkler BlozeMaster CPVC sprinklor piping systems were tested Cln<:l (Ire listed by Underwri1ers Laboratories rnc. lor use in: . Rasidential occupancies as defined in NFPA 130, the Standard for Installation of Sprinkler Syslems in One and Two Family Dwellings and Mobile Hom""_ . ResidenUal occupancies as defined in NFPA 13R, the Standard for Installation of Sprinkler Systems in Residential Occupancies to Four Storl"" in Height . l.ight Ha7<1l'ti occupancies as dshned in NFPA t3, the Standard for Installation 01 Sprinkler Systems. . Return air plenUlllll - CPVC pipe and filtings hClve been investigated by UL and found to comply with the combuotibility requiremanls /or thermoplastic sprinkler pipe as described in NFPA 9OA,the StandClrd lor lnolallatioll and Ventilating Systems. . Underground usage [or pipe tanging in size from 3/4-- 3- as installed in _~~_j_!lce with ASTM 02774 and NFPA l3. . Cenlral Sprinlcler BlazeMaster CPVC sprinl:1.r pipe and fitling. ",elisted by MEllA in Residential buildings as defined by NFP A 130 and . 13R. Tha MEllA listing numbor Is 43H8-M. . Central Sprinl:1er BlazeMosfer CPVC .prinlder pipe ond fitling. _li.ted by NSF for potable water USClge, Specla:! 11.10: Central Blazemaster CPVC sprinlder pipe Is UllJsled lor use with Cenual and/or other UL BlozeMastsr Lisloci CPVC fillings, Please ccn.~lt the eumml Ul Directory. Factory Mutual (fM) Approvtllls pending lor Central BlazeMasier CPVC sprinkler pipe ond fittings, Please conoult Cenllal Sprinklero Corpol'Clte Headquarters atl-llllO-S23-6Sl2lor fUl1her In/ormation on listingB and Approvals. X Where cmcl bow to use II Celllnllll1azeMaater SJlltelll L Central BlazeMosler pipe Clnd littings shall be employed In "wel" syslems only, (A wet pipe syalem conlail1ll water and is connecled 10 0 water supply so thot the water will dischclrae immedlolely when the sprinkler is opened) Central BI_MlZIItor oha:!1 DDt be clOd in II lIJ"Blem. U8iag cDmprua;ed alr Df other gCISIIL Z. National F1no Prctscbon AssocloUon Standards 13, 13ft Clnd 130 ol1all be rek.~u~j for de!lign and ins_n noquiNments in ccnjl1ll<llion with lhese inslruc1ions. 3. Central BlozeMaster pipe and other Lialed fillings con be used in c....-led Dr -ur _"" J .priDlrIor "\'Ifo... as follow" . FDr a _coaled lloatall_ the piping .hall be protected by M" plywcccl sofllls, W gypsum drywall Or aco~.ijcol ceiling pone.. weighing a mlnirnvm of 0.35 pounds per _<IrQ fect when In<talIed with metallic suppori grids_ For r.sidential ccc~pclncies defined In NFPA 130 Clnd 13R, the minimum protection shall conslst of one I(J'/er of ~. plywcccl. In these CO""" any standard sprinkler head raloci at 17rtF or less may be used. ~ . For lID exposod Imtelllltloo. the systom shall only be installed beneclth a 8lIlOOlh-ftal horizontal ceiling, In this case, LIsted Quick Respon... ,prinl:1eT!! having deOectors installed wlihin B" from the ceiling or Usted Re6ldenUalsprinl:1ere installed in accordance with their Usling and 0 maximum distance b.:" ~... sprink!o.. Dot to o""oed 151..t. Ploxme review Support and Hanger Recommendations on page 6 for ...-r-......J wtallaUon$... ~. FDr em ..,..,.: wtallatiDo.1.U:tsd Oulck-Reaponoe horlzontalsidswall sprinlde.. having dellectors installed within 6 inches from the celUng and withfn 41nches from the sidewall or Listed Rostdential horlzontal.idewall sprinl:1ors located In acccrdance with their listing and a maximum distance h.:.,.... sprinklers DOl t. exceecl I41eoL 4, Conlr<d BlazeMastersprinl:ler pipe and lillings shall be Install",Hn areas wh.,re the cmohieDt to".. ...... c1Do. DOl esceecllSO'"F. 5. CenIIal BlazeMOllter sprinkler pipe and lilting. cmI DOl . U" . , lI.r iDotcrlllltiD.o in combustiblo conc:ealed spaces requiring sprinJde.., as . relerenced in NFPA 13, However, NFPA 13R and 130 permil the ornlssion of sprinklers from oombustible concealed Spclcea and CenlIal 51_Master 0:11\ be installed in these areas when sprinldering residential occupcmdes ocoord!ng to these standard., 6, In inslallClllOl1ll where BlazeMasier CPVC sprin1der pipe runsthroullh an attic space that requirea sprinklers, CPYC piping- shall be prolect- ed In ardsr to meet the requiromonls of its ULI.isIing. Tho Authority ffcMna JutiBdictiorJ shaD be amsulted prior to any installation of CPVC in otlic spelces rgqumng sprinklers, ProlOC1ion methods and reqUlN:l1lle111s may vary by jurisdic:tion Clnd ore subjecl to inielprOlaticn. RUG-23-1999 09:59 ..-;r--.. .--'- SUMMIT FIRE PROTECTION GBEC Extended Coverage Quick Response Extended Coverage Light Hazard Pendent, Recessed Pendent, Sidewall & Recessed Sidewall Glass Bulb Automatic Sprinklers Manula~lured by: 'Central Sprinkler Company 451 Nol'lll Cannon Avenue, l11nsdale, PennSylvania 19446 ___ Product ~Dlscription The Central Model GB EC Automatic Sprinklers embrace the ultimate in advanced design features. They incorporate the latest in glass bulb technology, which result in a much smaller, more attractive sprinkler. The operating mechanism consists of a liquid-filled 3 mm diameter frangible capsule that is only _ 20 mm In length. . The Model GB EC Automatic Sprinklers are intended for installation in accordance with current NFPA 13 and NFPA 13R Standards. They are available in 1/2'(1'.7mm) orifice sizes and 15S'F/68.3'C or 200'F/ 93.3'C temperature ratings. The Model GB EC Sprinklers are available w"h two standard finishes, brass or chrome plated and with two coatings, black or white, with additional special painted finishes available upon request. Operation: The glass bulb capsule operating mechanism contains a heat-sensillve liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releesing the orifice seal. The sprinkler then discharges water in a pre.designed spray pattern to control or extinguish the fire. R Technical ~ aJ Data Standard Applications The Model GB EC Automatic Sprinklers are Intended for extended area coverages, and flow and pressure requirements as specified in this literature. Model. Orllles Thl1llld De~ectOr and Temperatura Approved Standard Size StYle K.Fsctor RlIIlng EscIltcl1eon Rnlshes* Approvels (NPT) U.L 1mM cUl ('5lM11 (OBEe "'!'(15"'"'1 .. 1SS'F/68'C Madsl Braaa PandBnl& S.6(......1riol GS-RBSJQR Chrcme PI.tad Roc. Pend. Ro"-CI GSEC 1/2'(1'0IAIl 1wFI68'C MOdel Br... 'Sldewall& 5.6(..~_ 2OQ'FID3'C Ga.RBSJQR Chrome Pleled *RItG.SIW flocuaed U.L 112" cUl (1lirm1) * Corrosion RBIS/stant Coatings: whllS arb/aclt pal",ed. , Mex/mum WOflf/ngp",ssu,.: 175p.$,/.(1',1 ba') , FacrQryHydroT..,: 100% rl500p.$./.(34_5bar) . Can belnalalled4'-I" (101.8 mm - :J04.8 mm) below'h. ..lIIng. 612 639 8751 P.03/10 I;. \'. Iq I '1 ---!' I' l f- ;, -.' ':~ <.~ 1/211(12.7 mmJ Orifice Automatic Sprinkler No, z..11,O 0.11 c.t. No. 3010_1 RUG-23-1999 10:00 SUMMIT FIRE PROTECTION Figure 3.. ModelGB EC'F1ecessed.Sldewall l:4:IUNCIUNi - I"AlilJ l;)F ~. U;~ '"'!"l FIoIIeHED ~UCING' IIlI"tw~fMII WAU.UNE QDUf'l..IPotCI. 'MN. . 1 "'-"" -'---~~ ~~~ .~ . I.~ I. ,..........-- III ......... , .....""'~ a II EOCUT"""" I , . I~I ..... il f. h .~ I .".. "....., Figure 4 - Model GB EC Sidewall -- -- ..........."",....-~--i I .....'...,'-' ~ ----' It ~ ,..~;.~~ I I . LJ I ...""........ __.......1 / ".,.... '---" 1 9/1S- (55.6 Note' Canlral'. Model 85 or 401 "oUlcheon may be used. When "olng Cenlral'a Model 65 . _UlCheon, face of R.O. tCl p",tr"del/S":I: 1/16" beyond fini.hed wallllna. FlowlPressure & SensltlvllyRequlrement. GB EC 1 660F & 2000F Sidewall & Receseed Sldewell Recel.ed Sidewall I FlowlP....ul'l Sidewall Se.n.IUvlly SenllllvllY 1550F 200'F ISsoF 2000F ISS'<::J (fRo<::J (SB"t::J II","<::J QR-EC CR-EC CA-1:0 CR.EO Soaclno Deflector Dlltanol ..... 16' x 18'. 25.8 gpnV20.9 psi (umu.9mJ (97.DLpm/l.4 bIIr) IS' . 18' 29.8 gpml29.. psi (...m d.5rnJ 11211.. LpmI2.3 bIIr) 16' x 20' 32 gpm/32.6 pal 14.9rn x I. 1m) (157.. 4>mJ3.5 ""r) EO' 4".12- (f01.Btntnfo ...- 4.~12~ ('GUm",ro -.8InmJ 4'~1.21 "01.flm'"10 .....Bmm) EC EO EO EC' EC EC EO 3 612 639 8751 P.04/10 -. Design . 1lII1':~ Data . The Model GB. EC Automatic: Sprinklers are intended for extended area cover- ages end flow and pressure requirements as specified in this literature. ~ Inlltallatlo~ , All Central Model GB EC Automatic Sprinklers must bit installed according to current NFPA 13 and NFPA 13R Standards. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet lo<::al government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required fiow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing, Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Inatallatlon Sequence Step 1. The unit must be installed in the pendent position for pendent sprinklers. and in the sidewall position for sidewall sprinklers. Step 2. Use only a non-hardening pipe joint compound or Teflon' tape. Apply only to male threads. Step 3. Install the sprinkler according to the dimensions shown in the Installation diagrams on pages two and three of this technical bulletin. For recessed applications, do not use the push-on escutcheon plate to hold the unit In position, The sprinkler will only function properly when anchored to the building structure. . Taflcm I, a trademark of the DuPont Corp. RUG-23-1999 10:00 SUMMIT FIRE PROTECTION 612 639 8751 P.05/10 Figure 1 - Model GB EC Recessed Pendent sUpPORT i::UP. " 138 p\u./QA FlECESSED ~WUTlOlt'l~\,lN. "-.... i"' 1ll..' 1S4.Imn'l) MA . ,. IZS.'1,"",,1 MI t --'j \ I I ' \ I \ I \ ' \ I \ I \ I \ I \ I I , ( , I I 1 --- ~ l ~ I , . I ~ 1C~r;!F~UCINO 1---" --=r---- CcuPLiNii t ) I [-, \ -- ~;;~~ --- '- FINISHED CiII.JNQ- - !.IN& .' (l5O,r;ml) ~~':~ "uk.: " "..L , 13111!1"(4S.0rnrni 27m- (73.0 1TWt11 Figure 2 . Model GB EC Pendent FACE OF REDUCING COUPUNG , \ \ \ \ f ( _. I I I , I ...--~ ) /1 ( 1'\ .. , T 1mB" R.I. (42.s mm) :1 , , , , ~/ _ '_.___.r:=-- I . ~ . ,- 13116- (30.2 m",; , I I I I , , Flow/P-.ure . Senslllvlty ReqUirements GB EC 1 S5DF Pendent. R8C88sec1 Pendent "=I.8co.sed Pendent I Spa.lng Flow/Presaure Pendent SeflsltlvllY Sensitivity 16' )( 16' 25.6 gpm/20.9 psi OR-EC OR.EC ('.S '" >4.9 m) (97.04m1/U ""'I 18' x 18' 32.4 gpml33.5 p& QFl-EC "QFl.EC (5.6 m . 5.5 m) (1U.91.pm1l1.3 ""'I 20' . 20' 40.0 gpm/51 ,0 psi ec EC (IS. 1m' ..1 m) (15f.6 LpnII3.5 ""'I . Us. vom.d SUppOrT CUP Part '3072 bright blU.. Part ;3071 ahrom., , , , I ___J (50., mm) GB Sprinkler Wrench (Part #1099) '" ' \----- Not.: Central's ModalSS or 401 escutcheon may be usad. When u81nCl Centrall, Model 85 escutcheDn, face af R.C. to prolNdo 1/8'~iI mm);!; 1/1 ti'(I,BmmJ boyond flnloHod well line.' . 2 AUG-23-1999 10:01 Step 4. Hand tighten the sprinkler into the filling. Then use a Central Universal Wrench for pendent sprinklers, and a Central Combination Wrench for upright and sidewall sprinklers, to tighten the unit Into the fitting. A leak-tight joint requires only 7 to 14 ft.-lbs.(9.5/0 /9.0 Nm) of torque; a tangential foree of 14 to 28 Ibs. (62.3 to 1"4_5 N) delivered through a 6" (l50mm) handle will deliver adequate torque. TorQue levels over 21 fl.-Ibs. (2B.6 Nm) may distort the orifice seal, resulting in leakage. Caution: Special care must be taken when Installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended selling time for the primer and cement to ensure that neither accumulate within the sprinkler, Special care must be taken when installing with II copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fillings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. I1iTI Care & U Maintenance Sprinklers must be handled carelully. They must not be transported or stored where ambient temperature may excaed 1oo"FI38"C, For best results, store them In a cool, dry location in the original shipping package, Do not install sprinklers that have been dropped or visibly damaged. Sprinklers must never be painted, coated, plated, or altered in any other . , way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible lor the proper operating condition of all Ii re protection devices end accessories. The NFPA standard 25 entitled, "Inspection, TNUng and Maintenance of Water-Based Firs Protection Systems", contains guidelines and CI'9ge Cen"al Sprtnklar Company . PrlnlOd In U.S.A. SUMMIT FIRE PROTECTION minimum maintenance requirements. Furthermore. the local Authority Having Jurisdiction may have additional regulations and requirements lor maintenanee, testing, and inspec;lion that must be obeyed. It Is recommended that sprinkler systems be inspected regularly by a Qualified inspection serviee. Length of time between such Inspections can vary due to accessibility, ambient atmosphere, waler supply, and site activity. Do 1'101 attempt to re-assemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system Irom service. Be certain to secure permiSSion from all Authorilies Having Jurisdiction, and notify all perl;lonnel who may be affected during system shutdown. A fire watch during maintenance periods Is a recommended precaution. To remove the system from service mode, first refer to your system operating guide and valve instructions. Drain water and relieve pressure In the pipes. Remove the existing unit and install the replacement, using only the ~ [ENTRAL Central Sprinkler Company 46' North Cannon .....nue, Lanaclale, P... 111448 PHONE (2'5) 352-<>700 FAX (2' 5) 362-S385 612 639 8751 P.06/10 recommended sprinkler wrench, Be certain to match model, style, orifiee, and temperature rating. A fire protection system that has been shut off after an activation should be . returned to service immediately, Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be Inspected. and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee; Central Sprinkler Company will repair anellor replace any products found to be defective in meterial or workmanship within a period 01 one year lrom the date 01 shipment, Please refer to the current Price List for further delalls of the warranty. HOrdering Hlnformation Ordering In'ormation: When placing an order. indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type 01 finish or coating, and sprinkler wrench. Avenebllity end Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and Internationally, through a network of Central Sprinkler distribution centers, You may wr1te directly to Central Sprinkler Company, or call 215-362- 0700 for the distributor nearest you, Patents: Petents are pending. COnV81111on TaI:Ile: 1 Inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 loot pound = 1.36 Nm 1 psi = 6,895 kpa = 0.0689 bar = 0.0703 kg/em' , U,S. gellon = 3.785 drn' = 3.785 liters Conversions are approximate. Be EC.O RUG-23-1999 10:02 SUMMIT FIRE PROTECTION -- GB-QR . Quick Response Upright, Pendent, Recessed Pendent, Sidewall & Recessed Sidewall Glass Bulb Automatic Sprinklers 612 639 8751 P.07/10 Manufactured by: Central Sprinkler Oompany . 451111ol'1h Cannon Avenue, Lansdale, Pennsylvanoa 19446 ~ Product RTechnical Description ~ iii Data Standard Applications The Centrel Model GB-QR Automatic The Model GB-QR Automatic Sprinklers are Sprinklers embrace the ultimate I~ intended for standard area coverages, and advanced dealgn features. They ,neorpor- fiow and pressure requirements as specified ate the lateSt in gless bulb technology, in current NFPA Standards for Quick . which result in a much smaller,. more Response ",utomatic Sprinklers. attractive s~rinkler. Th~ operating mech- Model: GB-OR anism consists of a liqUid-filled 3 mm Style: Upright, Pendenf & Sidewall diameter frangible capsule that Is only Orifice Size K_Factor(merrlcl IbriIII 20 mm In length. . 7/1S'(II.omm) 4.5 (54.9) 1I2'(15mm) N.P.T. The Model GB-OR Automatic Spnnklers 1I2'(12.7mm) 5.6 (BO.B) 1/2'(I5mm) N.P.T. are Intended lor Inalallation in ac;cordance with currenl NFP", Standards. They are available in 112' (12,7 mm) and 7/16' (11.1 mm) orifice sizes and 1S5.F (68.3.C), 17S.F (79.4'C), 200'F (93.3'C) and 250'F (121'C) temperature retlngs_ The Model GB-OR Sprinklers are available with two standard finishes, bress or chrome pleted and withlWo coatings, black or whRe, with eddittonal special pslnled finishes avellable upon request. The Model GB-QR Pendent is Usled as recessed quick response with Fectory Mutual wnen using a spsclal recessed escutcheon. Make sure to order the correct recessed lISCUICheon when Factory Mutual approval Is required. The part numbers are 3071 for chrome, 3072 for brlglrt brass, 307D brushed brass, 3075 off whRe, 3073 .wllile, 3074 black. This escutcheon is nOI nei.ded to maintain a quick response Uating at U.L. Operation: The glass bulb capsule operating meohanism conmlns a neat- sensitive liquid that expands upon applioation of neat. Upon reaching Ihe raled temperatura, the frangible capsule ruptures lheraby releasing tne orifice aeal. The sprinkler then discharges water In a .... ,".designed spray panem to control or extinguish the fire, Temperature Rating & Bulb Color: 155' F/68"C Red 175.F179-c Yellow 200"F/93'C Green 25ll"F/121-c Blue Standard Flhishes: Brass,Chrome Plated Corrosion-Resistant Coalings (U.L only) Wnlte .. Black Painted Factory Hydro Test: 100% al SOO psi (34.5 bar) .. I'll Appro"" don not Inc/ud. ,.,,,ted .,.,./otia. Ree...., .,.,./GM "'. U". ~, FIe...... _--..n(IJ8 _R) S/tJewel/ Ido, UII/lt HMe'" ""'y ."d __ nor Include A_ail V....'o".. Approvals: UL .. ULC I Model .. Deflector StYle GB-QR Uprighll PenClenll Recessed Pendenl GB-OR Sidewall! Recessed Sidewall FM Model.. OefIector Slyle Orllloe and K.FaclOr (mslrjc:) 1/2'172,7mm) 5.6 (SO.8) 7/1S'(11.0mm) 4.5 (64.9) 112' (12.7 mm) 5.8 (BO.B) Orifice and K-Fector (metric) GB-QR" Uprlsnll 112' (1~7mm) Penilentl 5.6 (8CI,') Aecessed Pend.SIW Mulmum Worklng Preseure 250 pal (17.~ bar) 175 psi (12.1Dar) 175 psi (12.1l>BrJ Mulmum I Working Preeeu... 175 psi (12-1 bar) ~'~ .',<ti:;__ ........- I;. '-.-. ....... 1/211 (12.7 mm) & 7/1611 (11.0 mm) Orifice Automatic Sprinkler NO. 1.7~O RUG-23-1999 10:02 SUMMIT FIRE PROTECTION Figure 1 - Model GB-QR Recessed Pende.nt ,.......... (34.e rnm) ,...... f25."tmm) , , I I , 2"t5tl.1mnl1 MINrrM1\ DIamlIl., _! , "4"(fi1,3mm) MaKImum OIM'telIltf I I I , \ I \ \ \ , , \ \ \ , \ , ( , NI I - L__.~ , - .~ , r I 612 639 8751 P.08/10 .Support cup with FM Approval has slotS in lhB fac:8, the standard U.L.. version does "Qt. -\ r- I ~ FINISHED OISI1.Jf\lG- UNO ~/ - ---~ I I U/111"{4e,O"n", 27Je"173,QlTlm) Figure 2 - Model GB-QR Pendent F.&CEOF ~EDUCIN" COUPUNG , , \ \ \ , \ \ \ , , ( I I I , "'---- I ---'E"=-=- .- ".- '. ) / I 11110" (42.11 mrn) R-:. , , I I I I I I I , \ \ , I I I , " .---0 -=< ( 1'\ 2' (50..."mm) I ,~~ --~,..~.... . ~- I I 11/18"(3:7,._.., Note: CIInlraJ'& Model 65 or 401 Kcutchoon may be used. When usIng Central'. Model o:Ii 8egutdl.QfI. mao of R.C. 10 pl'QtNQO 1/8" ,j;1110' (3.2 mm ,j;1.8 mm) beyond finished wonnn.. 2 .,0_.. Figure 3 - Model GB-QR Upright 1 318' (34.9 mm) -I ~f~....t~~;~ r-'=-'~ ,I ) ~ ~ I ~ i. 1/ ( (50.8 mm) ~ . RUG-23-1999 10:03 SUMMIT FIRE PROTECTION Figure 4 - Model GB-QR Recessed Sidewall FINl8H1!C WaLJ.L1NE ~ ,,~ ~~I' 11""~"~) - L----.: (48.0 !MIl d I ".~-' Figure 5 . Model GB-QR Sidewall -, " " " .............-..---, . I I I - , I " I ........'" ,...____J ...,........,. ,.-., '--- .-l 1 ~~ ~ 2 5f1e" (58.7 mml Nole: Central" Model 65 or 401 escutcheon may be uaed. W~en u,In9 Central', Model 65 ..cutchean, face of R.C. to protrude 1/8':1: 1116" beyOnd flnishad wBllline, Combination Wrench (Part #1106) For Upright Sprinklers) --..," GS Sprinkler Wrench (Part #1091) (For Pendent & Sidewall Sprinklers) 3 612 639 8751 P.09/10 .'Design ~ Data Tha Model GB-QR Automatic Sprin. klers are Intended for standard area coverages and flow and pressure re- quirements as specified in current NFPA Standards for quick response sprinklers. ~ Installatiop All Central Model GS-QR Automatic Sprinklers must be installed according to current NFPA Standards. Deviations from these requirements and standards or any alteration to the sprinkler Itself will void any warranty made by Centrel Sprinkler Company. In addition, Installation must also meet local government previsions, ecdes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model. style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping Is in place to avoid mechanical damage: replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit. apply new pipe joint compOund or tape, and reinstall. Installation Sequence Note: Usa the Combination Wrench For Upright Sprinklers and the GB Sprinkler Wrench For Pendent and Sidewall Sprinklers. Step 1. 'The unit must be installed in the upright position for the upright style sprinklers or In the pendent position for pendent sprinklers, and In the sidewall position for sidewall sprinklers. Step 2. Use only a non-hardening pipe joint compound or Teflon' lape. Apply only to male threads. Step 3. Install the sprinkler according to the dimensiona shown In the in.tallation diagrams on pages two and three of this . Teflon Is a IradelTlllr1< of tho OuPont Corp. AUG-23-1999 10:03 Ichnical bulletin, For recessed ppllcations, do not use the push-on scutcheon plate to hold the unit in osition. The sprinkler will only mction properly when anchored to the .uildlng structure. itep 4. Hand tighten the sprinkler into ,e filling. Then use a Central Univer- lal Wrench for pendent sprinklers, and I Central Combination Wrench for Jpright and sidewall sprinklers, to ighten the unit into the fitting. A leak- ight joint requires only 7 to 14 fl..lbs, :9.5 to 19,0 Nm) of torque; a tangential 'orce of 14 to 28 Ibs. (62.3 to 124.5 N) delivered through a 6" (150 mm) handle l.\Iill deliver adequate torque. Torque levels over 21 ft..lbs. (28,6 Nm) may distort the orifice seal, resulting in leakage. CaU1lon: Special care must ba lIIken when Installing sprinklers With a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler, Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flUll. Residual flu>: can cause corrosion and in elrtreme cases can impair proper sprinkler operation. _ Care & U Maintenance Sprinklers must be handled cara-- fully. They must not be transported or stored where ambient temperature maye_ed 100oF/380C. For best resuils; store them in a 0001, dry location in the originalllhipping package. 00 not install sprinklers that have been dropped or visibly damaged. Sprinklers must nevar be painted, coated, plallld, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire ~1998 Cen"'-' Sp~nkl.r Company Printed In U.S,". SUMMIT FIRE PROTECTION protection devices and accessories, The NFPA standard 25 entitled, 'Inspection, Tesllng and Maintenance of Water-Based Fire proteellon Systems", contains guidelines and minimum maintenance requirements. Furthermore, the local Authority Having . Jurisdiction may have additional regulations and requirements for maintenance, testing, and Inspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified Inspection service. L.ength of time between such Inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity, Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler ellhlbiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing shOUld be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed, In me event mat construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protectlon system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to your system opereting guide and valve instructions. Drain water and relieve pressure In the ~ [ENTRAL Central Sprinkler Company 451 Nonh Cannon Avenue, Lan.dale, PA 18448 PHONE (216) 302-0700 FAll (215)382.5385 6126398751 P.10/10 pipes. Remove the ellisting unit and install the replacement, using only the recommended sprinkler wrench. Be certain to match model, style, orilloe, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service Immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced If need be, The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guerantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the ourrent Price Ust for further details of the warranty. ~ Ordering I-1-t Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity; model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and S.rvlce: Central sprinklers, valves, accessories, and other prodUcts are available through- out the U.S. and Canada, and internationally. through a network of Central Sprinkler distribution centers. You may write diractly to Cantral Sprinkler Company, or call 215-362- 0700 for the distributor nearest you, Patents: Patents are pending. Conv....lon T.ble: , inch.. 25.400 mm , foot - 0.3048 m 1 pound - 0.4536 kg 1 foot pound.. 1.36 Nm 1 psi.. 6.895 kpa .. 0.0889 bar .. 0.0703 kg/cm' 1 U.S. gallon.. 3.785 dm' .. 3.785 liters Conversions are approldmate. GB-OFtS TOTAL P,10 AUG-30-1999 08:45 SUMMIT FIRE PROTECTION 512 539 8751 P.01/11 2.7BB CLEVELAND AVENUE ROSEVILLE, MN SS 113 PHONE 651.639.B7BO FAX 651.639.8751 ~ '.t\.. SUMMIT FIRE PROTECTION 6301 BANDEL ROAD NW 11503 ROCHESTER, MN sS90t PHON E 507.2.80.062.Z FAX 507.280.0577 FAX l.KANSMITTAL Date: f?-3o~? i To: pAtJL. IJ/If.1M""'j!.rlV~!:. 'T ",-9G. ~4:/VfNNt:""'" Company: c/7Y t:JFpjV(J/!-t...Ilt:..E Phone: Fax: t,1e.-.,.47- 4Z..4S" From: c.Hf.J ct4 O#!4'1tST6"" Phone: Fax: (651) 639-8780 (651) 639-8751 Number of Pages: -.if Original to follow: X Yes No fJl'9UL !J~r;; I!-lfUYlcw '5 ~-- #S pt:)~'!f/aL~; ~ t!f:. I'vE ~c .;9 c~t-'- Y<;7 -.....iIr c:.H"- 1l'V ,rA<-e... r~- ~~~H~e ,P/t"/~6. ;r;/h-'V~ z.c U .,: ~<J c.. l' AUG-30-1999 08:46 SUMMIT FIRE PROTECTION 612 639 8751 ~ \. SUMMIT FI~E P~OTECTION 2788 CLEVELAND AVENUE RD:5EVILLE, MN 55113 PHC'OIE: 651 "639-878D FAX 651-639-8751 SUMMIT FIRE PROTECTION 2788 CLEVELAND AVENUE ROSEVILLE MN 55113 651-639-8780 Job Name Building Location Sy.st:.em Contract Data File ST. MICHAELS PARISH AOHINIST~TIVE CENTER - GARAGE 16311 DULUTH ST.. PRIOR LAKE. MN 55372 1 I REMOTE C 9914 STMIKE.WX3 Compute~ Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -.----.-------. P.02/11 AUG-30-1999 08:46 SUMMIT FIR~ PRotECTION ST. MICH~LS PARISH 5UMM IT FIRE PROTECT ION Page 2 Date 612 639 8751 Hydraulic Design Information Sheet Name - ST. MICH~LS PARISH Location - 16311 DULUTH ST,. PRIOR LAKE_ MN ~S372 Building - ADMINISTRATIVE CENTER - GARAGE Contractor - SUMMIT FIRE PROTECTION Calculated By - C.G~IMM Construction: ( l Combustible (X) tJon-Combust:i.bla Occupancy - G~GE Date - 8-30-99 Sy.tem No. - 1 I REMOT~ C Contract No. - 9914 orawing No. - 1 OF 1 Ceilinq Height - 121-0" S Y 5 T E M (X) NFPA 13 ( I NFfA 231 Other Specific flu ling Ord.Ha~_Gp. (X) 1 ( ) 2 ( ) 3 (I Ex.Haz. ( ) Figure Curve 2 Lt. HilZ. NFPA 231C Hade By O.te D E 5 I G N Area of Sprin~ler Operation - ENTIRE Density - 0.15 Area Per Sprinkler - 126 Elevation at Highest Outlet - 11 Hose Allowance - Inside Rack Sprinkler Allowanc@ Hose Al10wancQ - Outside - 250 Sy.tem Type (Xl Wet ( I Dry ( I Dduqg ( I P~eact:.ion ( lather Sprinkler/Nozzle Ma ke CENTRAL Hodel. GB~QR Si~e 1/2" K-Factor 5.6 Temp.Rat.155 Note 115.16 GPH @ 64.999 PSI AT BASE OF RISER. Calculation summary Flow Required - 36~.l6 Press Required - 65.412 At Test C-Factoh Used: 120 Overhead 140 UndQrground " A T E R Water Flow Test: Date of Test - OCT. 1994 l'ime of Test Static Preas - 78 ResiduBl Press - 46 Flow - 1730 Elevation - 1 pum.p Data: Tank Or Reservoir: Cap. - Elev. - Rated Cap.- @ Press Elev. - 1 Well proof Flow S U P P L Y Location - 4770 PLEASANT ST. Source of Information - CITY I CARLSON FIRE C o M M Commodity Storage Ht. Storaqe Method: Rack Class Area % Location Aisle W. Palletized % Solid Piled 5 T o R A G E Single Row Double RoW Mult. Row Encap. Non Conven. Pallet Slave Pallet ( I Auto. Storage ( I Solid Shelf ( ) Open shelf R A C K F1 ue Spacing Lonqitudinal Clmarance:storagQ to Ceiling Tran:Jverse Horizontal Sartiers Provided: Computer Programs by Hydraeec Inc. Route 111 "indham N.H. USA 03067 P.03/11 - SUMMIT FrRE PROTECTrDN ST. MICHAELS PlIRISH City Water Supply: Cl-Static Pressure: 18 PSI C2-Residual Pressure: 46 PSI C2-Residual Flow: 1730 GPM 150 HO 130 P 120 R 110 E 100 S 90 S 80 t:l - --- U 70 R 60 - M E 50 I I 40 ~ 30 , 20 10 - 11 ,..1.........1.... ....1.... 200 400 600 800 Computer Programs by Hydratec Inc. Page 3 Date PUllp Data: ------ ---- - I. ...L.... 1000 1200 FL(Toi ( N . 1. 85 1400 Route 111 Windham M.H. USA 03081 DI-Elevation: 4.331 PSI D2-System Flow:115.16 GPM D2-System Pressure: 65.412 PSI Hose ( Adj City .:0 GPM Hose I Demand ):250 GPM D3-Syatem Denand:365.16 GPM Safety Margin: 10.781 PSI --------=- - 1600 1800 -- I -- D C '" I (.oJ (SJ I 0-> ill ill ill (SJ CD " (J) (f) C =< =< - --i " ;U m " ;U o --i m () --i o Z (J) 0-> I\J (J) (.oJ ill CD -oJ <Jt 0-> " (SJ " '- 0-> 0-> ... SU}n41r FrRE PROTECTION 51. ~u CHAE!.5 Pill" SR Page 4 Date - J ta.~O 2 J~. S8 100 D .-:: ~ c ~ G1 J }(j.E~ . .lOU I 33. -:6 W < l' 33.< l' 5),12 IS! I 5 ::9.1E 10lA 53.12 101 ... 1.0 < .-:: l' ~l. 7-c 1.0 1.0 6 B..Hi 102 .-:: J, Jl.70 l' 91.11) IS! 100 .l8.58 10J 91.:00 102 LIS. Ie: 103 US..i6 70B li5.16 WI!. 11.5.)06 IlASE 115.16 IIIST ill < ~ ~ ~ - ~ ~ J> -.; ~ ~ , , ~ en ~ 3: 3: - -< " '" m "U '" o -< m n -< o z i en ... I\l en w 1.0 ill -.J 1I1 ... "U IS! 1I1 " ... ... ComputeL Program~ by Hydratec Inc. ROIJte 111 Windham N.H. USA 0]081 RUG-30-1999 08:47 SUMMIT FIRE PROTECTION ST. MICHAELS P~lSH Fitting Le9'end Abbrev. A B C D E F G H I J K L M N o P o R S T U v Ii X y Z Computer Programs by Hydratec Inc. SUMMIT FIRE PROTECTION PagE: ~ Date Name Generic Alaz:m Va Generic Butterfly Vaivg Roll Groove Coupling Dry pipe Valve 90' standa~d Elbow 45' Elbow Gate. Valve 45' G~d-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd.-vic Tee Detector Check valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve pvC Coupling/Run Tee Swing check Valve 90' Flow thru Tee 45' Firelock Elbow 90' FirelocK Elbow Wafer Check Valv8 30' Firelock Tee Mechanical Tee Flow Switch Route 111 Windham N.H. USA 03087 612 639 8751 P.06/11 RUG-313-1999 138:47 SUMM IT FIRE PROTECT JON 612 639 8751 P,137/11 SUMMIT FIRE PROTECTION Page 6 ST. MICHAALS PAUSH Datlil: Unadjll.ted Fittinqs Table 3/4 1 1/4 1 1/2 2 2 112 3 3 1./2 112 7.7 2L5 11-0 A 12 . 7 10 1 1 1 1 1 1 1 1 C ... 1? 2a 0 . 2 2 2 3 4 . . 7 , 10 . I 1 1 1 2 2 3 3 J 1 G 1 1 1 1 2 H 1.5 2 , 3 3 3.5 :.L~ 1 2 , . :J.~ . '.0 , 7 J II,!) . , .-, lO.a " 11 " . 14 14 L 2 2 2 , . , 5 6 M , 2 l 3 5 . . . " 7 7 7 . 9 11 12 lJ 0 3 J 5 . e 10 12 15 , 1 I 1 2 , 2 3 ; 0 " 29 :;." . 1 1 I 1 1 J. 2 . , 5 7 . 11 14 16 1. 12 , 3 . , G . 10 12 10 17 20 U I., 2.2 '-,6 3.'1 V 3.' '.3 , 6.8 W 10. :, r. 8.5 10.9 1:1 I' y 2.0 . .0 !l.D ..0 6.0 lo.~ 12:.5 1~.~ 22 2 2 2 , 3 4 5 6 7 . 10 ~, . . 10 12 14 1G I' 20 ~4 A J7 " " . . 10 12 19 21 t 1 1 1 1 1 1 1 D 47 B \2 \4 16 2> 27 " <0 4~ SO 61 . ~ 7 9 11 lJ 17 19 21 24 28 " 7 3 < , . 7 . 10 11 " H '.5 5 6.5 '.5 10 18 20 2J 2S 30 I 8.5 10 lJ 11 20 23 25 33 3. 40 J 21 .. )3 41 SO 6S 76 66 .. 120 . 36 55 '5 I. 6 9 13 16 IB 24 27 30 3< '0 M 10 12 16 19 27- N 0 p Q 33 H S ~n :.,2 '5 5,5 65 76 " 9. 10. 130 , 7..'1 30 35 ,0 60 71 " 91 101 121 tJ 4.2 ~I. 0 !.l.D v 8.S In 13 W 13.1 31.8 3,:>.1;1 2'7.4 x 21 25 33 y z 17 14 18 22 " ~.j:.i 4D " SO 61 Computer proqrams by Hydratec Inc. ROULe 111 Windha~ N.H. USA 03067 AUG-30-1999 08:47 SUMM~T F~Rt P~OTECTIO~ ST- MICHAELS PARISH Node No. ~nC"'aL.lon k- Fact 1 11 5.' 2 11- 5.(; 3 11 5.' . 11 ,.. 5 11 ;.. 101A 11 . 11 5.' 100 10 101 10 "2 10 103 n TOR , vAL . E1A..CjE: 1 TE~1' J pt Actual 11.39 12.3!:> 8,84 !,),34 11.95 12.66 1?S4 16.. 17.IHI 20.36 55.9 60.34 62.47 .5 65.'11 SUMMIT FIRE PROTECTION Page 7 Date 612 639 8751 Po Flow Den3ity ^rea Press Actual Added. ReQ'. RQq. 1a.9 ." 1'.6 , 19.66 .15 126 , 16.65 1" 9< 7 . , 11.12 .15 105 ., 19.36 .15 lU~ , 23.46 .15 30 ., 250 The mlximum v~lQcity 1. 22.31 and it ~ccur~ 1n the pipe bQeween nodes 102 ~nd 10) Computer Progr8m~ by Hydratec Inc. Route 111 Windham N.H. USA 03087 P.08/11 AUG-3B-1999 138:47 SUMMIT FIRE PROTECTION 612 639 8751 P.B9/11 SUMMlT n RE ~ROTECTION ~age a 5T. MICHAEL5 PARISH Date Hyd. C. Oia. Fitting Pipe pt pt Ft.ng"s "e ~v ...."'*** Notes "'........ Ilef. 'C. or Point Ct pf/lIL EQV. !.n. Total pf pn 1 18.90 1. 104 10.500 11.391 K Factor = 5.6 to 120 2 IB,90 0.0913 10.500 0.959 Vel - 6.335 2 19.68 1.104 IE: 2.565 2.167 12.350 K Factor "" 5.6 to 120 IT 6.413 8.918 0.433 100 38.58 0.3421 11.145 3.B13 Vel ~ 12.930 38.58 16.596 K J:'"actor 9.47 3 16.65 1.104 7.0DO 8,837 K Factor 5.6 to 12D 4 16.65 0.0723 7.000 0.506 Vel - 5.580 4 17.11 1.104 IT 6.413 6.000 9.342 K Factor = 5.6 to 120 6.413 101/\ 33.76 0.2673 12.413 3.318 Vel - 11.315 33.76 12.660 K Factor 9.49 5 19.36 1.104 IT 6.413 1. ODO 11. 952 K Factor 5.6 to ,~O 6.413 1Dl11 19.36 0.D955 7.413 0.708 Vel = 6.489 1011\ 33.76 1.10~ IT 6_413 1. DDo 12,661 to 120 6.413 0.433 101 53.12 0.61B2 7.413 4.583 Vel 11.804 53.12 17.677 K Factor . 12.63 6 7.3.46 1.104 1E 2.565 8.500 17 . 544 K Factor = 5.6 to 120 1T 6,413 8.978 0,433 102 23.46 O. 1363 17.478 2.382 vel = 7.863 23.46 20.359 !<' ractot" 5.20 100 38.58 1. 4 52 12.0Do 16.596 to 120 101 38.58 D.09D1 12. DOO 1. 081 Vel 7.475 101 53.12 1. 452 6.000 17.677 to 120 102 91.70 0.447D 6.000 2.682 vel ... 17.767 102 23.46 1.'52 3E 3.843 24. 000 20.359 to 120 2T 7.6B6 26.902 0.866 103 115_16 0.6812 50.902 34.675 Vel "" 22.313 103 2.154 IT 12.224 20.000 55.900 to 120 2E 6.112 24.44B TOR 115.16 0.0998 44.448 4.436 Vel ... 10.139 TOR 2.154 4.000 60.336 t.o 120 1. 732 VAl. 115.16 0_0998 4.000 D.399 Vel "" 1D.139 V/\L 2.469 16 7,000 3.000 62.468 to 120 15 14.000 21. 000 1.299 IlASE 115.16 D.D513 24.000 1. 232 Vel - 7.717 Computer Programs by Hydratec Inc. Route 111 Windham N.H, lISI\ 03087 ~_-L_ AUG-30-1999 08:47 SUMMIT FIRE PROTECTION paQ& 9 Date iUMMIT FIRE PROTECTION iT. MICHAELS PARISH - Iyd. Q" Dia. Fitting Pipe Pt pt \ef. "e" or Ftng's '" pv ~oint. Ot Pf/oL EQ". Ln. 1'otal Pf pn - ~ASE 4.1 IG 2.907 BO.ODO 64.999 to 140 IE 14.534 46.50B TEST 115.16 O.D033 IT 29.067 126.50B D.413 250.00 365. 16 65.412 Computer Programs by Hydratec Ino. 612 639 8751 *.**.w~ Noecs ~**.** Vel - 2.79B 'la = 250.00 K Factor = 45.15 Route 111 Windham ~.H. USA 03087 P. 10/11 I '9 '\. SUMMIT FI RE PROTECTION 2788 CLEVELANO AVENUE 1l05EVILLE. MN 55113 PHONE 651-639-8780 FAX 651-639-8751 SUMMIT FIRE PROTECTION 2788 CLEVELAND AVENUE ROSEVILLE MN 55113 651-639-8780 Job Name Building Location System Contract Data File ST. MICHAELS PARISH ADMINISTRATIVE CENTER - MAIN LEVEL 16311 DULUTH ST.. PRIOR LAKE. MN 55372 1 I REMOTE A 9914 STMIKE.WX1 omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 c;c;- 9:::> 7 S y S T E M D E S I G N I ,C PROTECT ION _HAELS PARISH Page 2 Date Hydraulic Design Information Sheet Name - ST. MICHAELS PARISH Location - 16311 DULUTH ST.. PRIOR LAKE. MN 55372 Building - ADMINISTRATIVE CENTER - MAIN LEVEL Contractor - SUMMIT FIRE PROTECTION Calculated By - C.GRIMM Construction: ( ) Combustible (X) Non-Combustible Occupancy - CLASSROOM Date - 8-3-99 System No. - 1 / REMOTE A Contract No. - 9914 Drawing No. - 1 OF 1 Ceiling Height - g'-O" (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 () Ex.Haz. ( ) Figure Curve 1 Made By Date Area of Sprinkler Operation - 900 Density _ 0.1 Area Per Sprinkler - 150 Elevation at Highest Outlet - 13 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model GB-QR Size 1/2" K-Factor 5.6 Temp.Rat.155 - 100 Note AREA REDUCTION OF 40% FOR QR HEADS AND < 10'-0 CEIL. Calculation Summary Water Flow Test: Date of Test - OCT. 1994 Time of Test Static Press - 78 Residual Press - 46 Flow - 1730 S Elevation - 1 W A T E R Flow Required - 260.77 Press Required - 70.117 At Test C-Factor Used: 120 Overhead 140 Underground Pump Data: Tank or Reservoir: Cap. - Elev. - Rated Cap.- @ Press Elev. - 1 Well Proof Flow U PLacation - 4770 PLEASANT ST. P L Source of Information - CITY / CARLSON FIRE Y C o ~ ~ 3 R r A ) C "- K ~ ; , Commodity Storage Ht. Storage Method: Class Location Area Aisle W. % Palletized % Solid Piled Rack Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: :omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~V~'J1'l..l..1. J:J.tl.c.. t:'tl.V.l.c..l....lJ.Vl~ ST. MICHAELS PARISH City Water Supply: C1-Static Pressure: 78 PSI C2-Residual Pressure: 46 PSI C2-Residual Flow: 1730 GPM 150 I 140 I 130 I P 120 (I I R 110 (I I E 100 ~! I S (I 90 I S 80 t ~1 D2 ---+----- U 70 hlo III I R 60 II I E 50 IE' I 40 .; I 30 I' I 20 I I I 10 1 ~ 200 400 600 800 t-'age j Date ",~ I I .. Pump Data: .-------- ---- - ==------- ---------- r . Computer Programs by Hydratec Inc. 1000 Route 111 1200 FLOW ( N ^ 1.85 1400 Windham N.H. USA 03087 D1-Elevation: 5.630 PSI D2-System F1ow:160.77 GPM D2-System Pressure: 70.117 PSI Hose ( Adj City):O GPM Hose ( Demand) :100 GPM D3-System Demand:260.77 GPM Safety Margin: 6.918 PSI -~ ------- 1600 1800 . . ---------- '---. L. ;:'Ul'.u'll.l. I:l.K.t.. t'rlUJ..t..L.l...l.\..Jl~ k'age 4 ST. MICHAELS PARISH Date 0 15.00 1 15.00 2 30.67 3 48.83 100 <( ~ < ~ ~ ~ 4 15.69 5 32.07 6 51.04 101 ~ ~ < ~ ~ 7 19.75 100 68.57 8 89.26 101 140.30 102 ~ < ~ ~ "- ~ 9 20..47 102 160.77 103 160.77 104 160.77 TOR 160.77 VAL 160 77 BASE 160.77 TEST ~ , < ~ < / < , ~ , , Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 LE PROTECTION ..1CHAELS PARISH Fitting Legend Abbrev. A B C D E F G H I J K L M N o P Q R S T U V W X Y z Computer Programs by Hydratec Inc. Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Route 111 Page 5 Date Windham N.H. USA 03087 t PROTECTION Page 6 "CHAELS PARISH Date Unadjusted Fittings Table 1/2 3/4 11/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7_7 21.5 17.0 B 7 10 12 C 1 1 1 0 9_5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 3 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3_5 [ 2 3 4 3.5 6 5_0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 " 14 14 L 1 2 2 2 3 4 5 5 6 :.1 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 J 3 3 5 6 8 10 12 15 ? 1 1 1 2 2 2 3 4 ~ 18 29 35 ? 1 1 1 1 1 1 2 2 4 5 5 7 9 11 14 16 19 22 3 4 5 6 8 10 12 15 17 20 1.8 2.2 2.6 3.4 3.5 4.3 5 6.8 10.3 8.5 10.8 13 16 2.0 4_0 5.0 6.0 8.0 10.5 12.5 15.5 22 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 17 27 29 9 10 12 19 21 1 1 1 1 1 1 1 47 12 14 18 22 27 35 40 45 50 61 5 7 9 11 13 17 19 21 24 28 2 3 4 5 6 7 8 10 11 13 4.5 5 6.5 8.5 10 18 20 23 25 30 8.5 10 13 17 20 23 25 33 36 40 21 25 33 41 50 65 78 88 98 120 36 55 45 8 9 13 16 18 24 27 30 34 40 10 12 16 19 22 33 27 32 45 55 65 76 87 98 109 130 25 30 35 50 60 71 81 91 101 121 4.2 5_0 5.0 8.5 10 13 13.1. 31.8 35.8 27.4 21 25 33 12 14 18 22 27 35 40 45 50 61 omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .lE PROTECTION ~.iCHAELS PARISH Page 7 Date Node NO. Elevation K-Fact pt Actual Pn Actual f'low Added Density Req. Area 0 13 5.6 7.17 15 _1 150 7 1 14 K K @ 1 7.18 15 2 14 K K @ 1 7.84 15.67 3 14 K K @ 10.52 18.16 4 14 K K @ 7.86 15.69 5 14 K K @ 8.57 16.38 6 14 K K @ 11.49 18.97 7 14 K K @ 12.45 19.75 100 14 12.85 B 14 K K @ 13.67 20.69 101 14 14.01 9 14 K K @ 13.37 20.47 102 14 14.58 103 14 23.51 104 3 35.94 TOR 8 63.29 VAL 4 65.77 BASE 1 69.35 TEST 1 70.12 100 The maximum velocity is 14.15 and it occurs in the pipe between nodes 102 and 103 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Press Req. .._._._---------~ JE PROTECTION Page 8 ..1CHAELS PARISH Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0 15.00 1. 104 IT 6.413 1. 000 7.175 K Factor = 5.6 to 120 6.413 -0.433 1 15.00 0.0596 7.413 0.442 Vel ~ 5.027 15.00 7.184 K Factor 5.60 1 15.00 1.104 11.000 7.183 K Factor @ node 1 to 120 2 15.00 0.0595 11.000 0.655 Vel = 5.027 2 15.67 1.104 12.000 7_839 K Factor @ node 1 to 120 3 30.67 0.2238 12.000 2.685 Vel = 10.279 3 18.16 1. 452 IT 7.686 9.000 10.524 K Factor @ node 1 to 120 7.686 100 48.83 0_1393 16.686 2.324 Vel = 9_461 48.83 12.848 K Factor 13.62 4 15_69 1.104 11.000 7.857 K Factor @ node 1 to 120 5 15.69 0.0647 11.000 0.712 Vel = 5.259 5 16.38 1. 104 12.000 8.569 K Factor @ node 1 to 120 6 32.07 0.2430 12.000 2.916 Vel ~ 10.749 6 18.97 1. 452 IT 7.686 9.000 11. 486 K Factor @ node 1 to 120 7.686 101 51. 04 0.1512 16.686 2.523 Vel ~ 9.889 51.04 14.009 K Factor 13.64 7 19.75 1.104 4.000 12.452 K Factor @ node 1 to 120 100 19.75 0.0993 4.000 0_397 Vel = 6.619 100 48.82 1.687 6.500 12.848 to 120 8 68.57 0.1257 6.500 0.817 Vel = 9.842 8 20.69 2.154 5.500 13.665 K Factor @ node 1 to 120 101 89.26 0.0624 5.500 0.343 Vel = 7.859 101 51. 04 2.154 4.000 14.008 to 120 102 140.30 0.1438 4.000 0.575 Vel 12.353 140.30 14.583 K Factor 36.74 9 20.47 1.104 IT 6.413 5.000 13.375 K Factor @ node 1 to 120 6.413 102 20.47 0.1059 11.413 1. 209 Vel ~ 6.861 102 14 0 . 30 2.154 IT 12.224 36.000 14.583 to 120 12.224 103 160.77 0.1850 48.224 8.923 Vel 14 .155 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 J PROTECTION Page 9 .CHAELS PARISH Date Hyd. Qa Dia. Fi tting Pipe pt Pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** l?oint Qt Pf!UL Eqv. Ln. Total Pf Pn 103 2.154 2T 12.224 17 . 000 23.506 to 120 24.447 4.764 104 160.77 0.1850 41. 447 7.669 Vel 14.155 104 2.154 8E 6.112 74.000 35.938 to 120 3T 12.224 85.565 -2.166 TOR 160.77 0.1850 159.565 29.523 Vel 14.155 TOR 2.154 4.000 63.295 to 120 1. 732 VAL 160.77 0.1850 4.000 0.740 Vel 14.155 VAL 2.469 18 7.000 3.000 65.767 to 120 1S 14_000 21.000 1. 299 BASE 160.77 0.0952 24.000 2.284 Vel 10.773 BASE 4.1 1G 2.907 80.000 69.351 to 140 1E 14.534 46.508 TEST 160.77 0.0061 1T 29.067 126.508 0.766 Vel = 3.907 100.00 Qa = 100_00 260.77 70.117 K Factor = 31.14 :ornputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'i'7- 1,:>'7 ..,.. ~ - M. , ~angers 3-W.......---- .C;PRTNKLPR PLI\N RF:VTF:W CHECK LIST (The numbers indicate the applicable chapters and sections of NFPA #13.) A. Occupancy class (system design meets use of the area) 1-7 and appendix, 2-2 B. Areas and rooms required to be protected have sprinklers 4-1, 4-4 C. The size of the system does not exceed area limitations 4-2-2-1 D. Obstructions to sprinkler spray patterns (beams, soffits, etc.) 4-2 E. Area of coverage and location of sprinklers ~ 4-2, 4-5 F. Sprinkler deflector distance 4-1, 4-3, 4-4, 4-5 G. Sprinkler types, orifice size, temperature rating 3-11 H. Valve assemblies 3-9 1. Check valves~. 2. Control valve~ 3. Flow switches ~ 4. Valve supervision f<e'b""~ ~~ ~ \-I.-..... '2.0 l~ I. Fire department connection 2-7 1. Location ok.. ~~ ')~ 2 _ , " Type 'l ~ Threads S~J...~ I' Drainage o~ It;. JJ;J::~ ~ e.e; ~ 3. 4. J. Flow alarm 3-12 ~. 1. Location 2. Type K. Drains & test connections 1. Main drain/test connection 2-9, 3-6 e,/ 2. Auxiliary drains 3- e.tIJk 3. Inspectors tests 3-4 01::: L_ Materials 1. Pipe and fittings 3-1, 3- 7 , Valves 3-8 V'. 3-8V 2. 1. Type V 2. Locations /' N. Hose connections 3-:3 o. Air supply (for dry pipe and preaction systems) 5-2 p. Volume of dry pipe systems 5-2 , Q. Detection systems (for preaction and deluge systems) 5-3 ~Ar R. Pressure gages 2-9, 5-1 S. _ Pipe sizing 1. Pipe scheaule Chapter 8 0-<- a. Occupancy type L;~'t- ~~~ .J 6~ >12 feet between heads ~ Sprinklers above and below ceilings b. c. 2. Hydraulically calculated - Chapter 7 ~ a. Information on plan b_ (1) Size V (2) Lengt hs""" (3) Fittings /" (4) Reference point~ Information in calculations (1) Size V (2) Equivalent lengths v (3) Reference points v (4) GPM "7 (5) PSI(/ (6) Friction loss Y (7) K factor~ (8) Water supply graph / lanchek ?/