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HomeMy WebLinkAbout3200 GOSFORD ROAD· City of Bakcrsfiei d Scam'~cd i'~y Delta lviicrolmagii~g 9961 N Lowe~' Y-;tockton~ CA 9521 209 -478 ,~3600 'I:011TRACTOH'S MT~'TltlT~:& TEST CERTIFICATE' ~R~E~R~ ~ ' ~ROPE RTY AUDREY' " ACCEPTED ~Y I~PECTION AUTHOfllTYI'$I NAMEB ~&~E~-FiE.LD ~,.lffh/ FiP-6- " EOU~PMENT ~ED ~S APPRO~D 'YEI H~ PERSON IH CHAR(~ OF FIRE EQUIPMENT BEEN INSTffiUCTED AS TO L~AIlON~F C~?ROL ' V~LVES AND CARE OF THI~ NEW E~IPM~NT ' IF NO. EXPLAIN INSTRUC. TIONS IFH~'No.A EXP~IN~PY OF INSTHUCT ION AND MAINTENANCE. CHART BEEN LE ~.T. AT~ ..... P~NT YE~. NO F~th l! fl~ ~1 leu l~ 7~ G~ ~r ~h ~ ~ ~1~. ~ GPM ~ 8-,~h. I~ GPM f~ I~. ~ G~ ~YOROITATIC Hy~Oltlli: mi ~ld ~ M M MI leu Ihlq ~ PSI f~ ~ ~1 ~ ~ ~1 ~ Itllic ~luurl ~ vllvl CJ~[I jl~ ~ lell ~ d~i~ l~l IO ~1 ~. All ~1 Fo~ pip,nj lC9 ~ ~ Ila DESCRI~ION . ~ ~omll ~ld ~ol eac~d 2 Qulr~ ~ ~ur ~r I~ lomtl KrI~,~V of ~,~ d,~eter. T~e lelk~ i~uld ~ ~,t~r,but~ ~ ell ~iall. If tu~ ~l~ r PART "B" - UNDERGROUND PIPING F~[~ IL~I . PIPE TY~ ~O C~ I TYPE'~INT ANor , JOIN~ NEEDING A~ CLA~O, ~P~D' OR ~CKED IN ~R~ YES FLUSHING HYDROSTATIC LEAKAGE REOUIAED NEW UNOERGR~ ~PING FLIED K~ROIK TO ~ ~P~'~ STANOARO aY I~ANY) ~ W~ FL~I~ F~ ~TAINED ~IUC WATER ~ TANK O~ RE~RVOtR ~ Frae THA~ W~T TYPE ~N~ FLU~ING HYD. I~. ~ ~N Pl~ ~ W~ FLYING FL~ MTAIMO ,. . ~wa.~ ~ ' t~ o~ .tu~m a Fm T~ ~T ~ ~NIK ' ' &~ NE~ ~M~O P~l~ HYDR~TATI~LLY TE&IEO AT ..... '' TESTS . AUL~AIL[ I~P~ 147 (9-?~ ' ~. ALL O~ERATE SAYL~FACTORILY ~.~'~ ~ HYORANT~ y~ ~ ~ ~ T~ OF ~lH~ ~PART~NT AH~RI~ A~a~M~ Y~ ~ ,/ H0 ~ REMARK~ SER~S BLDg. 1 ~EUMATIC TEST O~ ALL DRY PIPING RATING NOZZLES [~~- j .. PIPE AND MATERIAL AND KIND ~N~OR~ ~0 ~'~" _. ~TANDAHD ARM VALVE ALARM DEVICE M~x~quu TrUE 'TO OP[~AT~ THROUGH 1'~S~ PIPE ~HOi~RLY OUI LET VALVEI IF NO. EX~A/N PIPI~ ~ERVIS~O Y~S ~ NO [~ [ ~TECTING MEDIA SU~RV~SED Y[S ~ NO ~ DELUGE ~s VAL~ O~RATE ~OM THE ~NUAL TRIP ANO~fl ~(MOTE CONTROL ~TATIONS YES ~ NO D. ~ I~ T~RE ~ ACC~I~L~ FACILITY IN EA~ CIRCUIT FOR TE~T4NG YES ~ NO ~ E~I~ENT ~RAT[ PRO~RLY Y~ ~ NO ~ TESTING GASKE?~, .- ~L~O ON BRAZED ~PING YES~ ~ ~ IF YES. ~ YOU CERTIFY AS THE SPRINKLER CONTRA~OR THAT THE ~LOERS OR ~AZERS ARE ~ALI~I~O FOR ~LDING OR 0HAZING IN ACCO~OANCE WlIH THE R~I~I[M~Nr5 OF ASM[ BOILER AN~ ,. VE~EL C~E. SECTION IX, OUALIFICATION STANDARD FOR WELDING ANO BRAZING PR~EDURE~. ~LDER~. BRAZERS. ~LDINO ~c~a~ AND iR~ING O~flAlO~ - I~ [OITION Y~'~ ~ ~ OATi ~T tN M~VIC[ ~TH ALL C~/ROL VALVES OP[N." ~' REMARKS ,e NAME OF ~RINKLER ~NTRACTOR IFOR PRQPLRTY ~NER BI~[OI , · . TITLE ~ Design, Installation, Inspection, and Repair of Fire, SPrinkler Systems HYDRAULIC CALCULATIONS FOR ALL SAINTS CHURCH NEW CLASS ROOM BUILDING - - - DESIGN DATA - - - Occupancy Classification: Light H~7~rd (Educational) Density: .10 gpm/sq.ft. Area of Application: 1500 sq.ft. - ..-~. Coverage per Sprinkler: 146 sq.ft, max. Total Sprinkler Demand: 299.3 gpm Hose Stream Allowance: 100 gpm Flow & Pressure at Base of Riser. 299.3 gpm ~ 49.7 psi Sprinkler Orifice Size: 1/2" Designers Name: Gregg Fulton Authority Having Jurisdiction: Bakersfield City Fire Dept. Flow Test Information (Actual): Static = 82.0 psi Residual = 2354 gpm ~ 38Psi Flow Test Information (Reduced per BCFD Standards for Calculations): Static = 65.0 psi Residual = 1856 gpm ~ 30 psi 310 30tl~ Street Bakersfield, Califomla 93301 Voice 805-322-9344 Fax 805-322-6816 License # 461154 SPRINKLER SYSTEM ANALYSIS Pag~'l Date: 07/17/1997 '~'~' 991.SDF JOB TITLE: ALL SAINTS CHURCH CLASS ROOM BUILDING - .10/1500. SQ.FT. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOUR'CE 65.0 30.0 1856.0 63.0 399.3 54.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 399.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 299.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8.0 K= 5.22 12.2 18~2 2 8.5 12.5 3 8.0 K= 5.22 9.4 16.0 4 8.0 K= 5.22 8.4 15.1 5 8.0 K= 5.22 8.0 14.7 6 8.0 K= 5.22 7.9 14.6 7 8.0 K= 5.22 7.9 14.6 8 8.5 7.9 9 8.0 K= 5.31 15.1 20.7 10 10.2 15.3 11 8.0 K= 5.31 9.5 16.4 12 8.0 K= 5.31 8.2 15.'2 13 8.0 K= 5.31 7.6 14.6 14 8.0 K-- 5.26 15.8 20.9 15 11.8 15.3 16 8.0 K= 5.26 10.0 16.6 17 8.0 K= 5.26 8.7 15.5 18 8.0 K= 5.26 8.0 14.9 19 8.0 K=. 5.29 16.4 21.4 20 14.0 14.7 21 8.0 K= 5.11 13.3 18.6 22 8.0 K= 5.11 9.2 15.5 23 8.0 K= 5.29 8.5 15.5. 24 8.6 18.3 25 8.6 19.5 26 8.6 22.7 27 8.6 33.2 TOPASR 8 . 6 40 . 2 BOTASR 0 . 5 49 . 7 FH 0 . 0 HOSE STREAM 54 . 3 100 . 0 SOURCE 1 . 5 SOURCE 54 . 3 399 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page, 2 Date: 07/17/1997 991. SDF JOB TITLE: ALL SAINTS CHURCH CLASS ROOM BUILDING - .10/1500 SQ.FT. PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -18.2 1.104 PL 0.50 PF 0.6 1 8.0 5.2 12.2 18.2 6.1 120 FTG T PE -0.2 2 8.5 0.0 12.5 0.0 0.085 TL 6.50 PV 0.3 Pipe: 2 57.9 1.452 PL 9.25 PF 3.3 2 8.5 0.0 12.5 0.0 11.2 120 FTG T PE 0.2 3 8.0 5.2 9.4 16.0 0.191 TL 17.25 PV 0.8 Pipe: 3 41.9 1.452 PL 9.75 PF 1.0 3 8.0 5.2 9.4 16.0 8.1 120 FTG PE 0.0 4 8.0 5.2 8.4 15.1 0.105 TL 9.75 PV 0.4 Pipe: 4 26.7 1.452 PL 9.75 PF 0.4 4 8.0 5.2 8.4 15.1 5.2 120 FTG PE 0.0 5 8.0 5.2 8.0 14.7 0.046 TL 9.75 PV 0.2 Pipe: 5 12.0 1.452 PL 7.00 PF 0.1 5 8.0 5.2 8.0 14.7 2.3 120 FTG E PE 0.0 6 8.0 5.2 7.9 14.6 0.010 TL 11.00 PV '0.0 Pipe: 6 -2.7 1.452 PL 12.00 PF 0.0 6 8.0 5.2 7.9 14.6 0.5 120 FTG PE 0.0 7 8.0 5.2 7.9 14.6 0.001 TL 12.00 PV 0.0 Pipe: 7 -17.3 1.452 PL 6.00 PF 0.3 7 8.0 5.2 7.9 14.6 3.4 120 FTG T PE -0.2 8 8.5 0.0 7.9 0.0 0.020 TL 14.00 PV 0.1 Pipe: 8 -20.7 1.104 PL 4.00 PF 1.1 9 8.0 5.3 15.1 20.7 6.9 120 FTG T PE -1.0 10 10.2 0.0 15.3 0.0 0. 108 TL 10.00 PV 0.3 Pipe: 9 46.2 1.104 PL 8.00 PF 6.7 10 10.2 0.0 15.3 0.0 15.5 120 FTG T PE 1.0 11 8.0 5.3 9.5 16.4 0.478 TL 14.00 PV 1.6 Pipe: 10 29.8 1.104 PL 6.00 PF 1.3 11 8.0 5.3 9.5 16.4 10.0 120 FTG PE 0.0 12 8.0 5.3 8.2 15.2 0.213 TL 6.00 PV 0.7 Pipe: 11 14.6 1.104 PL 12.00 PF 0.7 12 8.0 5.3' 8.2 15.2 4.9 120 FTG PE 0.0 13 8.0 5.3 7.6 14.6 0.057 TL 12.00 PV 0.2 Pipe: 12 -20.9 1.104 PL 4.00 PF 1.1 14 8.0 5.3 15.8 20.9 7.0 120 FTG T PE -1.6 15 11.8 .0.0 15.3 0.0 0.110 TL 10.00 PV 0.3 Pipe: 13 47.0 1.104 PL 8.00 PF 6.9 15 11.8 0.0 15.3 0.0 15.8 120 FTG T PE 1.6 16 8.0 5.3 10.0 16.6 0.493 TL 14.00 PV 1.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 07/17/1997 991. SDF JOB TITLE: ALL SAINTS CHURCH CLASS ROOM BUILDING - .10/1500 SQ.FT. PIPE DATA (cont.) PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) 'F.L./FT (PSI) Pipe: 14 30.4 1.104 PL 6.00 PF 1.3 16 8.0 5.3 10.0 16.6 10.2 120 FTG PE 0.0 17 8.0 5.3 8.7 15.5 0.220 TL 6.00 PV 0.7 Pipe: 15 14.9 1o 104 PL 12.00 PF 0.7 17 8.0 5.3 8.7 15.5 5.0 120 FTG PE 0.0 18 8.0 5.3 8.0 14.9 0.059 TL 12.00 PV 0.2 Pipe: 16 -21.4 1.104 PL 2.00 PF 0.9 19 8.0 5.3 16.4 21.4 7.2 120 FTG T PE -2.6 20 14.0 0.0 14.7 0.0 0.115 TL 8.00 PV 0.3 Pipe: 17 66.9 1.452 PL 4.00 PF 4.0 20 14.0 0.0 14.7 0.0 13.0 120 FTG ET PE 2.6 21 8.0 5.1 13.3 18.6 0.250 TL 16.00 PV 1.1 Pipe: 18 48.3 1.452 PL 22.00 PF 4.1 21 8.0 5.1 13.3 18.6 9.4 120 FTG 2E PE 0.0 22 8.0 5.1 9.2 15.5 0.137 TL 30.00 PV 0.6 Pipe: 19 32.8 ~1.452 PL 6.00 PF 0.7 22 8.0 5.1 9.2 15.5 6.4 120 FTG E PE 0.0 23 8.0 5.3 8.5 15.5 0.067 TL 10.00 PV 0.3 Pipe: 20 17.3 1.452 PL 11.04 PF 0.4 23 8.0 5.3 8.5 15.5 3.4 120 FTG 2E PE -0.2 8 8.5 0.0 7.9 0.0 0.020 TL 19.04 PV 0.1 Pipe: 21RN -66.9 1.452 PL 1.58 PF 2.4 10 10.2 0.0 15.3 0.0 13.0 120 FTG T PE 0.7 24 8.6 0.0 18.3 0.0 0.249 TL 9.58 PV 1.1 Pipe: 22RN -67.9 1.452 PL 3.25 PF 2.9 15 11.8 0.0 15.3 0.0 13.2 120 FTG T PE 1.4 25 8.6 0.0 19.5 0.0 0.256 TL 11.25 PV 1.2 Pipe: 23RN -88.4 1.452 PL 5.45 PF 5.6 20 14.0 0.0 14.7 0.0 17.1 120 FTG T PE 2.3 26 8.6 0.0 22.7 0.0 0.417 TL 13.45 PV 2.0 Pipe: 24 76.1 1.452 PL 6.50 PF 5.9 24 8.6 0.0 18.3 0.0 14.7 120 FTG ET PE 0.0 2 8.5 0.0 12.5 0.0 0.317 TL 18.50 PV 1.5 Pipe: 25 -143.0 2.154 PL 8.00 PF 1.2 24 8.6 0.0 18.3 0.0 12.6 120 FTG PE 0.0 25 8.6 0.0 19.5 0.0 0.149 TL 8.00 PV 1.1 Pipe: 26 -210.9 2.154 PL 10.25 PF 3.1 25 8.6 0.0 19.5 0.0 18.6 120 FTG PE 0.0 26 8.6 0.0 22.7 0.0 0.306 TL 10.25 PV 2.3 ~. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 07/17/1997 991.SDF JOB TITLE: ALL SAINTS CHURCH CLASS ROOM BUILDING - .10/1500 SQ.FT. PIPE DATA (cont.) PIPE TAG Q (GPM) DIA(IN) LENGTH' PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 -299.3 2.154 PL 18..00 PF 10.5 26 8.6 0.0 22.7 0.0 26.3 120 FTG PE 0.0 27 8.6 0.0 33.2 0.0 0.584 TL 18.00 PV 4.7 Pipe: 28 -299.3 2.727 PL' 13.00 PF 7.0 27 8.6 0.0 33.2 0.0 16.4 120 FTG ET PE 0.0 TOPASR 8.6 0.0 40.2 0.0 0.185 TL 38.00 PV 1.8 Pipe: 29 -299.3 2.727 PL 8.08 PF 5.9 TOPASR 8.6 0.0 40.2 0.0 16.4 120 FTG BA PE 3.5 BOTASR 0.5 0.0 49.7 0.0 0.185 TL 32.08 PV 1~8 Pipe: 30 -299.3 4.240 PL 210.00 PF 4.5 BOTASR 0.5 0.0 49.7 0.0 6.8 150 FTG 2T2L PE 0.2 FH 0.0 H.S. 54.3 100.0 0.014 TL 312.00 PV 0.3 Pipe: 31 -399.3 6.400 PL 100.00 PF 0.6 FH 0.0 H.S. 54.3 100.0 4.0 140 FTG TG PE -0.6 SOURCE 1.5 SRCE 54.3 (N/A) 0.004 TL 157.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 6.2.0 computer program under license no. 630D873 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.113 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 26.3 ft/sec at pipe 27. - SPRINKLER SYSTEM HYDRAuLIC ANALYSIS Page 5 Date: 07/17/1997 991.SDF JOB TITLE: ALL SAINTS.CHURCH CLASS ROOM BUILDING - .10/1500 SQ.FT. (4) PIPE .FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: C MATERIAL: XLSFTW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in)- E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 1.104 3.00 6.00 3.00 6.00 8.00 1.00 13.00 13.00 1.452 4.00 8.00 3.00 9.00 8.00 1.00 13.00 13.00 2.154 6.00 12.00 4.00 13.00 7.00 1.00 12.00 12.00' 2.727 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G H Ell Tee LngE1 ChkVl BfyV1 GatV1 BHdTee 6.400 24.00 52.00 16.00 55.00 17.00 5.00 52.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G H Ell Tee LngE1 ChkVl BfyV1 GatV1 BHdTee 4.240 19.00 39.00 12.00 43.00 23.00 4.00 39.00 __ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 07/17/1997 991. SDF JOB TITLE: ALL SAINTS CHURCH CLASS ROOM BUILDING - .10/1500 SQ.FT. WATER SUPPLY CURVE 72+ 66+ *\X I O\x\X 60+ \X XXX XX \X\ 54+ x XX XXX IX \XX P 48+ XX R XXX E XX s XXX S 42+ XX u \XX R XX E XXX 36+ IX ( \XX P XX s XX I 30+ 30.0 psi @ 1856 gpm-> * ) Flow Test Point 24+ 18+ 12+ LEGEND " I! X = Required Water Supply " 54.26 psi @ 399.3 gpm " 6+ ,, 0 = Available Water Supply " 62.96 psi @ 399.3 gpm " 0++-+---+ .... + ..... + ...... + -+- -+ -+- + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) ~ Bakersfield Fire Department ' ~.2~-~'Autoumtt* Flr~ Sprinkler System ~sny ,I, , , _ .. , do hereby cer~i~ that ~he' ~pe of inst~ll~tion ~ncern where installed ~0 ~5'~ ~~ has been installed tn ,ccordance an re u . BAKER~Fi aPpticable standards d q ire~nta, (~ #13 P2~ e~u/ ELD FIRE · ' Subject t~°~Structio~ a.L~y ~ plans as - - respects for the supply required by the auto~ ~lifornia ~icense Nu~er Automatic Fire Sprinkler System Certification Form Comp~ ny I, A~LA~ ~g~Lg~ , do hereb~ cef~b~t the Auto. tic Fire Sprinkler Sy,~tem at '~~ ~~ ~pe of In~t~ll~tlon Concern where ~nst~lled ~~ ~/~ ~~ installed in ~ccordance with all Address applicable standards and requirements. (NFPA f~13 - f~24 etc.) I ~rther certi~ that the water supply available is adequate in · 11 respect~ for the supply required by the,~tomatic fire~~~' GROUP OCCUPANcy system for proper operation. BAKERSFIELD FIRE D~PARTMENT F~RE PREVENTION ~lifornia License Number · AA~AAA'A~.A., ,. .... ..-. ~.. -, AS,SOCiAT'E~. 'AU'ro'MA'T'iC 'FIRE .PR'OTI.::C:T:[ON.: 'CO:;'~,. iNL'.o .,-.-" , . '-'-A '~,~.' -,A.- . -. ?- ,-. .46~¢O~'EAST HAMMOND A.VENUE ,- ---: ,..:-..,-.: ,~ .... "' ' . .' ~.'A.~-, ".. '< :'" - ,,' ' ~-'-~ A.. A A :.... .. ..... ' . . FRESNO,. 6'AL~F'ORNI,~ ~,_/0',~ ...*":"':'-'-- ,,"-'',. .... .'...'..:-,,.. AAAAAAAAA- - :- '; --, , . . , '- -'-' ~ A A' CALIFORNI.A.I.:;I'CENSE ,I,' 177901-"." NE_(~'D'A; :'""' -'"'~";' -- ' ' .. . . ' ' ,LICENSE,ti,. 1.~:752' ' 'A F .A":F"".A ' "' '" - ' ' ' "." ':' '--" ,A A '.,;~.... -.. ' '"-"" ' " ' - ' " ' H'YBRAULIC ,[EolGR"':INFORMA'TION.:,SHEEJ ' ~ -' - " '' , ' ~ *' -, '~./" · ' ' ' - ' -'.~- ; .-. ' '-- ' d NA~E .. .-. , ALL SAINTo CHURCH. ;' . .... .[A]E ........ 1,./~. 84 - · I..;OCATZON.~ ': - '. '.;200 GOS¢ORD..ROAD ""'' . ''" -. ' -."-'' ", '.',.'; ":.;':. · . '.' '-'" ' '~.Ui,I,.~;ING:' ' "'~OLfI-PURPOSE RO0~4 ' ':' -:',, ' '" ".;SYoTEM~ 'NO~,. '1. ~ CON"rR~C:TOK WALLAC~ S'~.MITH, . . ' ' "... .. -' CONT, N.O't,. --1066 .--. CALCULATED BY '. R~.'BABCOCK ": .... . "-' 'DRAWIN~ NS;'-. 2 .OF .- , . ..'~-.' : , ~' ,. --;, .. - . '] "' ' . '~ ' ~)- ~ .( )'.N. ON=C, OMBUST'IBLE'.. CE.ILING H'r~ .VARIES .LCNo[RUC. TION (/,. CONBUS I~LE OCCUF'~NCY r L.IGHT HAZARD. CHLRCH' I , ' ....... = ...... =============================== ...... . .................... ?. = :== oYoTEM 'DESIGN~ .' .... .: . ' (X)"NFPA 13 - '(X) [.~:', HA'Z, dRD,.HAZ,Gi~ (-)1 ( )2' ('. '~..( )EX, HAZY'. '.( ')'NPFA 231 ( ) EK'F'A 23:i..C' FEGURE '- .CUJ~,V.E ( ) 'OTHER (SF'ECIFY') ' . .... . ' ( ~)-' SpECI.F.IC- RULING / ' ~' D~]'~; - ' . : ' . ' ' ........ - ......... 2.,..'._ _ ' AREA OF~ OP. ERAI'ION 1~00. SQ~FT~ -, .~ sYSTEM TYPE DENS'IT'Y ~:LO SQ~F~, ('X)YET ( )DR'Y' (')DELUGE ( )I:~.RE-.:ACTION ,AREA RER SF'RiN'KLEE~ 152 '- SQ,E'T,./A',S,, ' SPRINI'(LE.F~ O'f~:?'NOZZI_E: ' 'I..IO,~E' "A'L:LOWANCE' GE'M ~ IN,. IDE 0 '~AKE 7CEN'~RAL MODEL A "HOSE ALLOWANC~ GF'.M~OUTSIDE. ' '~00' SIZE -1~f, 5 - 'K~F;A'C]"~R' 5,6-- ' : ' RACK 'SF'RINKLER ~LI...UWANCE '0 TEMPERATURE RATI~G 185/212 GF*M REQUI. RED 21.8 PSI REQU'tRED 6;~,'4 ~4T 'RISER BHcE '.C" FAC'[OR: USED~ 12~ O:VERHEAD. ~ '.' "~N=;-O.' UN[ERGROUNI'I"" ' ' '" W-ATE,R FL-OW ,~'ES'T' P'U~"?DATA TANK OR RESERVOIR - .-'' D,¢.~E:-~ T'I~E RATED,.C,APACIT~ ~ CAP, ACUITY · S.'T:ATIC PS.~ '~ - &~. -:' AT' F'SI ........' ELE:V'AT I ON -' R ES I, DUOi~ ~'SI 30 ELEVA1;ION .-' GF'M FL.;OWI;NG 1866',7 .. ..... ; - WELL I...OCAT.ION '-' ' . . ,:~OLRCE OF~ iNF'ORMA]llON ..- BAKER. S?I;ELD.FI¢(E DEPT, .... ';j~;~;:;.~'~: , r,,~l'. III IIII II1.1 II1~.1 I. I1'1 I'111. ;I I1'1 ..1~1~[1' I I I'1. I '1 4-:1 I' IIIIIIIII -I,I1-11111:~'111111'111- I-I1'1~11,1'1.1. ,llrlll. llll-'~"a ............. ;.~ ,, ,'~."= = ":;""-'~80' - ' '"' ~'~. .... ' ..... '"'"" ':" ":" ~'-- -:"'"": .... -" " '"' '" ' '~ " ' .................... ' .... ;' """ "' .......'-~:.7:''~:~? ~:~?;~': - -- -',:.'. :- " :7~ 5 _~ ~ ~'..,.- -"-'. ,:~',.'. ' :-.":,.. ' ,, , . .... · . --:.~- ~_ ;.. ,..,?. -.:,, ..,. .... . ,_ 60= .. , ,,.,,. .. . ..._ 55 =__ ' " ' "- ' ":": ' "': - 50 .45' = = ' "- ..... ' " "'"' '" -~~--~' ....':""' : '. '" '. '"": '~'"::":'/' "'~:" ' "' "" ~' "' " -' · = . -40 = 5 = ""'" ~30= ~ - ~ ~ .' .......... ."' .... ? .... ': ~,." '- ..... :'.' .... :" ..~ ;'-:"'- -;: : ' ~-"':~ -.'"~ ": ~ :: ,:.~.-:':..; --'; L:':. ~ "' t :: · ' '.-.~'-~.'v.",:~-/',., ~', .:' ' . '7, . .; :"%"':':, :~ ' ~' '~'"' ASSOC-IATED ,AUTOMATIC FIRE F'R:OTECTION """' --SHEET '" .... .~:]qi..L :oAINTo. CHURCH .~10/1500 : I. ~ ...... : ,'--. ..... "- .OOB NO, l~O.&6,01 -.'.":- -.--:i' '.,"' '- : ' :,'. NODE. 'TABLE " ' ' '" "' -~ ...... ,. ' .... - ... ;.~.. '.- :..-..-'. ..,. ~.-' PF(ESSLIRE BI SCH~F(G.~ K ..... ~. ~..T.?' ' . . ~. . : ".: i.'x"'~'-' .-.. -- '- : ..... i':' ' 9~8 "~'-~17'-;3 5,6 "'-.... _..'-" ~ -' : ' ':~: ' 10,9 1.8F5 ' ' 5 '6' ': . ~:~'- ' '"-'~"" "' '- .,:~ i...,':~ ~0 .. '.'8' ~S.6 : -. .... ,. '[. "-4 ..... ' .... ' .. : 16~.8' '0 : .. 0 '-. ~,:.'7~ . · '"' · 6 lO :19~4' '--~i 6'' ' ' "''' - -' ' :'~-: :' -.- 7 16,6 oo ~ - ?~,6 .... ' ' - : 8'- ':- i'8~4 0 '' ,,'0 '- ' ' :' " 9 .14~'6 21,~" ' -5,6 ' :-x - :"' :'.- - ' 1'0 16-.'> ~'~ 5 " ~' 5,6 11 ".-': ' ~,.,~°? o 26,'4 ' ' ' 5,6 i 2 ~.. 24,5 '0 ..',, '.. 0 .-- ? - , ~.3 - 27,6 .29',.4' 5,6 ... .... ' "1.4 2S ": 0 - . , 1'6 44 ,-2 .... 0 , .0 .' '1.7 52~ 6 0 ,~ ' 0 . "'.. i8 54'~5 .'0 ;~" 0 -. ' , :1.9 63,4 O. ' .-- 0 .... '' ' - '20' 64.7 10'0 - : ' ' 21 6S.7.' ' 'SUF'PLY U~OMAI"IC FIRE PROTECTION "' r-~'L-..SA~h,?s '..C.~i!URC'H. ~tO/~500 -' J.O:+ ~0'~..- ~'O~,~.O:i.':'-'::-" .' '.. PIPE ~ NODE '~":: FILOW ' .:.LENGTH FRIC~'I. ON . ..-'. '"':F',RE:~sSURE ' : :-' -': .. ..... -'- ' F:' T G L ":" ' :' GF'~ ' ':OT~I_:. F'S:.'/FT. , PSI" '.~. ., -:.. 1' ~ N 18 K P: + 6 ~ 0 ~' + '~' <. P V. ~ .... - Q:f 18 ' D" 1 04~ ~:- ~ ','10.~'~ -' .... · .. C ' 120: ,10~'0 . ' -:". _ 'PE 0 'PN ~.5 .~:. -' -. .: .... _ · ...' 5, ~N '18 K' 5,8 ' ~0:8 : PT ~0..>8.'~ "" " 2 .. ".-- ,~T '~8 D' ~049 0 +~-~25 ' " C' ~20 - - 1:0-~8 ".. 'F:-E: ' -0 .... ~ , ... ~. ' ' F:T .,12 . -. -..: ................................................~ .......... ~ ~ .... -_: ............................. ~ ....... ~. ~ - 3 OT -21' 'D 1 + 04~. ~...~ : -. '-. '.' .' C - 120 '10,.8- -"' :"PE '0' .F'N 14,2 '::10: ': · ' '' .... " ' ~.. - - '-" .... ' ~ . -' P ~: 16 · ? ' ................. L .................................. ~ ~ ._'-:'_ .................................................... 2 ~ N 18 K '5,6 . i 0 ,.:8.' ' P T 10 +~? .. 4 .' Q'T :' 3'6' D. - I, 049 '0 ,-'3. 0,~ P.F: -4 ~ 2 - C 120 - 1'0~8 F'.E 0 F'N- ~,7 : ~ ' PT "1'S,2 ' ' ': .E:' QN . :1~ .K 5 ~ 6 10'~ 8 ' F'T 12 ''"..'5 QT 38 .. D 1,049' ': .0.- .~4268. PF -'-4+6 .PV ..1~S '~ ~ " ' F'E ~ 0 F'.N 10 TM C 1,:: . 10~8 ""- .::0 ~ 2s ~: ..-5 · +6' 10.+8 PT : 6'~ '2 6 .... 'Q:T . 44 D 1~0'49. 0/: ~5615. : F'F -:.6~'.1 PV 1~8 .": '" C 120 .... : 'i0 8 PE:~ 0 'F:N 14 " , -11" . ':. -- PT .22~2 .. ~-..- , ........ . ............................ '.: ~_ .~ ....................... '~: ........ :~- ..... . ...... ": S QN ~'~ I'< "5 6 ~ '~ 7' QT 58 D ' 1,S8 ._. 6.- ,'2459 F'F ' ,,1~6 - F'~' 1 ' · :(3 120 6'~ 5' ' F'E 4 -.. - . :F' T -- .... ' 7 -. QN 2S I'<, 5~'6 ,5 .~F'T_ l~S ~'6" .~ .- .... Q'F 61 .D. 1,:38 6. - ,26.84 F'F 1~7 .',F'.V 1.,~1 : C 12:0' 6 i 5 : F'.E: .0 P N 15 8 · . . ' "' '.F'T 18,4 ' 11 QN ~ K - 5 .... .... : · 6 " ~.5' PT ~.~. ~,~..~ "o .~9 QT . 70 D I + S8 6 ~'~5'2S ' PK . 2 ~.S PV 1 · 5 C 1'20 &.~ 5 :PE 0 PN ;~0'+'7 ' ' '12 'PT .2.4.~",.: t3 QN 29. K -5+6. +5 F"T - 27~6 " C 1~o O. 6.~ 5: ' F"E 0 14' : - '--' - ...... F"T ,::8.,._ ' ....... -.- ,. . :.:...~_ ~_. .. sC" ............ ::' ~' .... ~""~ .... ]:~ ...................................= ........... :' ~-' 7:.7- F'- - ?-' :: ~-:-] -. " I '. '"'" ": 4" QN 0 :K' 0 14 .... :, F'T' '16:+.8 -, ' 11,- OT 58 D 1 6J :':-..'"0 - ~1~.6.17. - E'F'-"-.1;6., -Pr -. - +6-' .... - '-;."~-- ' C ~20'. : -14 F':E.. ' '0 ':"-F'N', 16~2 , :'8:'. ' '< :F' T ' 1.8 ~ 4:' ,.,v., -: ..... -:_ .. -_- . - .... -r .............. ' .............................................. ~ ................. G:- ::: -"- C " 16 ,QN 0 K 0 -56 PT 44 ':-~. 20' . QT. :518 ' D 4o2LX 0 ,0.165 PF ,.i PV "C d~ P .AAAAAAA~'A' ASSOCIA'[:ED--ALITOMATIC. i~"tR'E'F'RR~TECTIiON.-CO~, INC~ -"'-h A ~. ' "" .. '~1'0' SO'TH- STREET '; ..... ' ' ' -'" ' - ¢~. A A" A~.A -' '-.- .B'AK[~.RSI--.];EL]E~ CA~73.30.2 A .A ,, A' (805)' x~-~--4.2~'9' '. ..... ' .AR~.~AAAAAg' -: .:,'- - .. '~-~ '- ..... ' '"A '.'~ -, 'A~ -: '~.._ C'AL. iFORNIA' LICENSE'~ 1;~7901 NEVADA-L'ICENSE :1~':1~'7.~2- '~''' " ' A F~,'A':F:' 'A "'. . "..-. : . ' A "A A '"' ' .' L.E'FTER OF:' ,TRANSMITtAl.." -' ',.": " -' "-.':. :...,.' · . ">. ~l,..,, ... _ . -, .... . :~. '. .' :7..; .;-._.. '. · ...... ~ -, ,', · ." .~ - , . . . , ~ ~' .. -- ' "~ B~qKER~.FIELDR. FIRE [EFT,i '-'- '.'" ":' [lATE[ . 12/1,..0-/:8'4-. ~~. ' '"'-"~':"~:~ " ~ .lO'&6,01 .... r(.~, .~..~ '"'~..72~.2.2ND STREE,T , SUBJEbT: 'ALL ,:SA . , .; ; '.' .. / .... (;;,, : :. .. -- ,AITN, ., CFIEIF KOLEE:NBORN -- ,.~ - .~ · . -.. % ~ - - -(X') WE 'ARE: ENCLOSING FIERE~I'I;Ft : ( ) WE AR.E: o-," oEH. UNDER SEF'ARATE:' COVER COF I.Eo · NO,. , · DE-,CF IF"T.ION ' ' ' ' :. -":':' '" '~ ' , ........... '- 6 'EA .I' 2-3 ~ OVERFIEA[~ SF'RI')I'<'L'ER..Lr~{~OUT: FOR ;TFIE ASOVE ;,I EA-~ .1.'~3 :-. H.YE~RAUI.;tC..CALCULA'.TIONS;,:" · , ..... - : -- " ~ ~ _ , ..':...... F:'T -" :~ '", ............... ~. ~ ......... ; ..... ; -. ;.. ' ........................ = ...... . ~. _. % _. Z. ~..:..;: ...................... : ............. ~ _.' .................. . HESE COF'IES AR.:E'FOR~ · . · ..-.X~:X-APPROVAL., -.'-/-,]'YOUR F'ILE o .... E" ..... ' 2...;C 0 '~ ' . NoTRUCTION -- AS REQUESTE[~ F'I.:.EASE RE:VIE:W AND RETURN (5. F'.RINTS'-AND L1 'SETS OF: CAL. CS') ...... RE~ABKS, : , ~ '-' ALI2EN. SLOAN,: I_.EAD ENGI~EEF;: CC~FRESNO ENG FII.,:E: " BA'KERFtELr~ ENG FILE ' ' "' ' · J 0 E[F I.I.. E ,- : B/)K'E[:SF:IEL[t F"!'L:'E/ . , ' ~' -. ;,..." · ~ .= . ' , - ¢ '- .. -. ,-;- . . . . . .. .. :~ - ..- -. . . - -:._. ,. -'.,,. .. ..., _.,..-.,.... - .,- . ..... ..t. '- . :_ ' ..:. -.'~,.'., : -..~ : L ' - ' ' ¢' -~ ' , ' "::'* '?.-' "~ .' .'. '--. , ' c,, ;. ,,- . . SPRINKLER SYSTEMS -- WATER SPRAY SYSTEM~ PART "A" GENERAL PROPE flTY NAME i~ATE PROPERTY ADORE~ IF NO. STATE 0EVIATION$ H~ PERSON IN CHARG~ OF FIRE EQUIPM[NI BEEN INSTRUCTED AS TO L~A~,ONOF C~TROL .VALVES AND CARE OF THIS NEW EOUIPMENT YES IF NO. EXP~IN TIONS ~ NO, EXP~N ' PART 'B" - UNDERGROUND PIPING~ ANO mN .JOINTS REOUIREO 'NEW UNOERGI~ ~PING FLIED KILIC WATER ALL N~W HYDROS[ATIC ' ' TESTS .. OAL~ I I aLL OfERATE SA~'IT~TORILY ..... · : .... ~ ' PART "¢"'- SPRINKLER & WATER SPRAY ABOVE. GROUND PIPING qFILL OUT *[PARAIE pART "C': FOR EACH 'i ' - ' - ! HYORO~ATIC TEST OF ALL PiPiNG ' ' i . ' T~ ! ' ~ ~UMATIC TE~T OF ALL DAY PI~ING , piPE AN0' I MATERIAL ANO KINO ~=R~ T0 ~: ~ STANDARD . ALARM VALVE A L,A R M DE VICE MAXIM~JM TIME TO'O~'[-~ATE THROUGH TEST PIPE INDICATOR ' ' ALAR~ ' ' ~ .' WATEr._ AIR ' ~O.~ ~O.~ VALVE~ "? IF NO. EX~AIN ' ' ~ERATION PNEUMATIC ~ )IYDRAULIC ~ pIPl~ I~(RVISEO vel ~ NO MEDIA SU~RVISEO. ~E5 ~ NO ' DELUGE ~Es VAL~ O~RATE FROM THE ~NUAI tE~TE'CONTROL STATIONS · YESO No ~ ' ~ i II T~RE ~ ACCE~IILE ~ACILITY IN FOR TESTING · Y[I O NO DRY ~ ~iU~TICALLV TESTED .: · ' Y~ N~ ~ GRAIN T[STI ~ OF ~Ot I ~AT[O NEAR WATER SU~Y T~T PIKI AESI~AL P~ESSURE WITH VALVE IN 1 EST ~ ~N WIOEI ~L~O OR 8RAzEDt~PING ~"YES~ '~ ~ IF YES. ~ YOU CERTIFY AS THE SPRINKLER CONTRA~OR THAT T~ ~LOERS OR BRAZERS ARE ~ALIFIED FOR ~LOING OR DHA~ING IN ACCORDANCE WITH THE REQUIREMENTS OF ASR( BOILER AND PRE.UAE VE~L.C~E. SECTION IX, OUALIFICATION. STANDARD F. OR WELDING ANO BRAZING PR~iDURES. ~LDER5. BRAZERS. AND ~-SK OAT[ ~FT IN MRVI~ ~TH ALL C~TflOL VALVES OF(N. ' . ' ( - "~:": . ".-":"'ASSOCI-ATEDI AUTOMATIC ?IRE PROTECTION: CO., INC. .' .' ..'"/" ...... ,.. F~. O. BOX 1513". · ':'-: ' ....": BAKERSFIELD,' .-.. :.,., . ".. CALIFORNIA '~3302 : '" ' ""': ' " (805) 327.-4209 "" ~'..' ...:. }:';..... "~ ... TO.: BAKERSFIELD FIRE DEPARTMEN -.-' ~', .-: ',, ~ : ..'.,. /.. . . . - . · "' ADDRESS: "2101 ' "H" 'ST; -' . '. ...._ " ':" BAKERSFIELD, CALIF. .~3301 ..... .. ~ . AT - -'.'i". .CHIEF KOLLENBORN SUBdECT:: 'ALL SAINTS CHURCH JOB.' #1411. ' ' ..'.~' "(CLASSROOM BUILDIN-~)"' ' TEXT: .PLEASE FIND ENCLOSED NINE' COPIES OF OUR SHEETS· 1 & "'"~ALsO FIND. ENCLOSED NINE cOPIES OF HYDRAULIC CALCULATIONS. PLEASE REVIEW AND RETURN SEVEN" SETS OF PRINTS AND .. : .' ORI C O ARE :. -;: ." " PR ...; OR I I'NAL Scfiel~d Fire D part nt Certificstion Form . Company I, ,~)~-~A~-~, do hereby certi~ that~ the Auto. tic Fire SPrinkler S~.tem at ~'~1~ ~~ ~pe of Installation Concern where install~d ~ZO~ ~~O ~/ ~~ installed in 'ccordance With all Address applicable standards and requirements. (NFPA #13 - #24 etc.) I further certi~ that the water supply available ' ~ for the supply required by the automatic fire GR~UP OCCUPANcy ~' ~ FIRE PREVENTION*BUREAU Ca~for.*. L, tense Number [/ ~~cceptance appli.s to plans a, Submitted ~1 , ~~strubtion and/or ins~llation thereon, ' / ~~/~ // ~oj~ t~nal inspection and acceptance FD1948 ( - ' .: , ####~#' '#~###~ '... ASSOCIATED AUTOMATIC FIRE-'PRO~ECTION COMPANY ..'.... ~ '#.'. # #- ~ P.O. BOX 1513 .. ' ",'% '~' ~ #. # ~ ~ ·BAKERSFIELD, CA. 93301 · ""'-'"' ~i' # # # (805) 327-4~09 ..... · .,~ ..i- ~#,'-'...#--'~:' ~--# ' ' ' .-' ''- .- ###### . . ,. ......:- . -.~-.?-~: ,.,. . # , .-.~.. , ~. '-' . ,'~ ., . ~ # ## ##~# - H Y D'R A U.L I,"C 'D E S I ~ N- 'S U M M'A R y. .;-."' .' #, #. . - .. · .. i,' -,~ #,. ' -. ',' ,Pro,,eot Name: ALL SAINTS ~HURCH' ., D~e'- Ii~i8~ CLASSROOM BLDg..'' .., Location:'. 3200 ~OSFORD ROAD " " " .'BAKERSFIELD, CALIF.. ~3309 ~ Con.t~ac-~ #i.' ~ . '1:411 .... .'~:'. " .. .s~stem: CLASSROOM . O~Upancg' .LI.QH~'.HAZARD · .Densi:tg ReAuired' ..1O, . i-. . Area. I~OO .' 'Hose AlloWances: 1OO QP~ ~" -. Requirements per: ' NFPA PAMPHLET #13 " "~; '-' Demand At Base o~ Riser ~'.'Q~M = ~86.6 PSI = 58.1 · .. Watee Supplg In~oematio~ .. -StatiC'~'P.S,!...' 8~ . Location: S. LAUREL ~LEN &. 90SFORD RD. " Residuai'Flo~ ~. '~354 Source o~ In~o'~dlM MORENO (BAKFD. FIRE DE.) ~ Residual,PSI'= ~' 38 Date: 1~/~1/8~ 'Elevatio6:~ . '- ~.5 Date..Flo~ed: ~/~5/7~ .... · Sgstem Data Sgste'm t. gpe' WET "Sp~inkl'~r T.gpe' RELIABLE MoD."9" ½-~acto~' 5. 6~ --'Size & ~Temp: 1/2" - ~1~' & 165' Engineer to Contact: ...- QREQ COOTWARE 'Notes· 'STATIC PRESSURE TO BE USED.FOR THIS CALCULATION IS 6~ PSI ,BECAUSE THIS AREA HAS NOT .BEEN DEVELOPED. I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 HYDRAULIC CALCULATIONS ,o~.o. .tl:'~,~ o,,,.~.o, z ~,~ z_ ~,.o. I o~ ~_ NOZZLE FLOI FI~ING FRICTION J HYD. REQUIRED ELEV, ~PE & IN PIPE & PIPE E~UIV. LO~ ~ REF. PT. SIZE LEMGTH P.S.I. LOCA~O. G.P.M. DEVIC~ P.S.I./.. ~Q TOT. Q LG~. PT Q ~ ~. PE Q LGTH. ~ PF Q TOT. PE .... ~ .... LO~. ~. P~ ~ TO~. Q LGTH. PT ~. PF Q TOT. ~ Le~. Pr Q ~OT. PE -- LaTa. ,. ~. PF Q " TOT. Q LGTH. ~. e ...... ~:~,T~, PT,.. ,, .... FTG. PF Q ~. P~ " Q LGT~. PT _~_~. p~ ~ .... ~T. .... ~ ] .... q LGT~. PT _ ~. PF Q. '~T. '" PE Q .LA~- ,, , PT ~ PF ~" ~. C~T.. pT }G. PF Q TOT. PE '" I PT ,, _ AS~OCiATED --" = ' ' SHE~T~ #~ 1~' ' :' AUTOMATIC FIRE PROTECTION ' *~' ALL~'SAINTS CHURCH: (CLASSROOMS) 107-1500' "' "- ~NODE TABLE , -- '." ~, ' ~',,~ ""NODE... :, ~..' ' ~ PRESSURE~ PSI ~ ..;DISCHAROE'" OPM '." F"CTOR' 2 . ~ ~.'5 ' 17, 3 ". 3 10..5 18. ~ 5, 6 , ," "12. ~ '., 0 ' O. 6 "' '-' 7. 6 ': 15:; 5 :',.,5. 6 -. - .. 7 .. .m. 4 Z6.3-'~ '8 ~. 1 17 ,9, ' ' 10'J8, -t8.,4~:.'.~ 5.6 ' ' -}; ' ,"- 1!.:-' ' ; 11. ~ . . 19~.'2. ~ '5. 6 '-"~ . ' 12' -.* '"-" .. 7. 4 ' 15 '3 5, 13 " '*" 8. i "" -. , lb 5. b ~_-..* "' " 14 ' '8.~ -'.~" '- ,..':.1b.,:7. 5.6, _ ._.. 15 -/'1.0.4' -- 18. I " ,5,6 ' ' -'*?-' 16 . ' .' . '12, 5-" . 0 .......-_::...'.0 19 17. '.6 - 22. 3 ..: 20 .; i8. ~ 22. 7- -. 5.-3 - 21 - 19.'m .6' .¥,.o . .22 20.: 9 0 '" ": :; :-"" 0 -' 23 36 ' 0 ":~,' ~' 0 .~4 ~.- .- * ~..3.... -. o', -' o.. ~25 ' 4&-6 O- ' 0 - '' ' 26 58, 1 : 0 :- 0 27 60. 2 . 100 , . 28 .59'~2 "' ' -- SUPPLY' POINT' SHEET ALL'SAINTS~CHUR-~H (CUASSROOMS)'~iO/1500 dOB-NO. 1411 PIPE ~-NODE ~ '~ FLOW ' · - LENQTH FRICTION PRESSURE· PSI/FT PSI · 1~ ,aT 16 D -1.049 0 .0893 PF 1. 1 PV ' ,", C 120. 11. O PE 0 PN 9.7' 4 -' PT 12.9 " , .- . · . C 120 12.5 PE 0 ' PN 11. 1 -' 1.049 0 0814 PF 8 PV · ' , C 120 "- 1.0 PE 0 PN 7.4 7' PT 8.4 6 aT 15 D' 1.049 0 079 PF .8 PV C 120 10- PE 0 PN ,7.2 13 ..- ~ PT 8.1 7 aN' .16 K 5~ 62 9 PT 8.4 7 aT' '32 D 1.38 0 0811 PF .7 PV '3 C 120 -.9 'PE O' PN 8.1 8' PT 9.1 ': I3 aN 16 K 5.62 .9 PT 8.'1 8. aT 31 D 1.38 0 0786 PE .'7 PV 3 · · " C 120 9 PE 0 ~N 7.8 8 aN 17 K 5.62 9 PT 9.1 ,9' aT 49'. D 1.38 0 1792 PF" 1.6 PV 7 · C 120 '9 PE 0 PN '8.4 14' aN 17 K' 5.62 9 PT 1°`· ;aT 48 D 1.38 0 1738 PF 1:6 PV 7 · ' ,C .120 .9 PE 0 PN 8.'2' i5. ' Pt 10.4 ' ' C 1~0 7. 5 PE 0 ~N 9. 4 ' ' "";~"-' "}'"'' . 10 ' " PT 13.2 -- ~'.-.'" ALL SAINTS CHURCH (CLASSROOMS).'. 10/1500 ' ~'- .JOB NO. 14il PIPE ~'NODE # FLON' LENGTH FRICTION 'PRESSURE · FTG LOSS ' . GPM TOTAL' ~ PSI/FT PSI' ~' - - C. 120 6.5 PE 0 .~ PN' '9 15 ''.' GT 85 D 1. 38 b - ' 4975 PF '3[5 PV · I? ..... ' GT 22 D '1~:38 0 - 0423 PF 5 PV 20 GN 23 K 5.33 5.2 -' PT 18.1 " 1,8 ' GT 45 D 1.38 & ' 1548 PF 1.7 PV 1.9,,'-'. GT .71 D 2.157 O: 0405 PF "20. ~ GT 157 D 2. 157 b 1776 PF 2!" " GT 242 D- 2.157 0 .394b PF - '* 22 -',GN 0 K . 0 25 . PT .20.9 ~ '~SO0~iA~ED. ~UToMATIC FIRE PROTECTION ~- , 'SHEET ~ 4 ALL~ SAINTS'CHURcH.(CLASSROOMS). 10/~500 dOB NO. 1411 PI~E # NODE '#" ,' ~ ' ,FLOW, LENGTH FRICTION PRESSURE '-' ~ .- - FT~ LOSS .... - '' '~!-' ": '~:":~'~'~-?"':~' QPM -~ TOTAL PSI/FT .PSI .: ~'- '23-~= ~N ,0 K O - 5 PT -36 :' ' '.. ~'~"~ ' '_.~ .- ~T ~87 D_ 2.~35 .11 .~042 PF 3.-3 .PV i-.9 . ','~.-.., '- C-., 120 16 '.~ PE '' 0 PN 34. I- ' 24 ' PT. '39. 3 .... · ~ 24"' QN 0 ½:" 0 .28 PT- 39.3 ,. 24, .-., ~- · .aT 287 D.- 2.635. : .,8.'. .2042 ..'PF 7..4 PV ~ " ' : ~': " C 120-' ' 36 'PE' 0 PN 37. 4 . -25"' .'aN 0 K 0 '7.5 . PT '46. ~ · - 25 ~' a~ 287 ~D 2.635,',,.' .18.~.6 .2042 pF 5.'3 PV 1.'9 -. ?,~-,..~--- C 120 126.1 PE 6.1 PN 44..7' · -26'- .: -~,.; ' ' PT 58.1 2~ .'~N'_. 0 ½ '0 100' " PT 58.1 ' 26 .aT 287 D '4.'23 27..2 .01'35 PF 1'..7 ,~,PV ~-.~3 - -C 150 - 127.2 PE. .4 PN '57.8 27 '' PT 60.2 27 aN 100 K 0 5 PT 60.2 27 _'aT 387 D 4.23 0 .0235 PF 0 PV ' C 150 5 · PE -1. I- PN 59,7 .. 28- ',' PT 59.2. '. '-- ~L~.' CONTRACTOR'S IdATERIAL '~ TEST CERTIFi(~TE · ' PART""A" GENERAL PROPERTY AOORE~ " ACCEPTEO ~Y I~PECTION AUTHO~ITYI'~) NAMEI ) _e.i~-Y' .- F,i F-e P ~ ~NSTALL.A'TION ~NFOR~ TO ACCEDED t~ YES E'OUtPMENT ~ED IS APPRO~o IF NO. STATE DEVIATIONS ', ' ' H~ PtRSON IN CHAR(;E OF FIRE EQU~PUENT BEEN INSTRUCTED AS [O L~AIlONOF C$IROL VALVES AND CARE OF THI~ NEW EOUIPM~NT ' ' IF NO. EXPLAIN INSIHUG- H~ A COPY OF INSTRUCTION AND MAINTENANCE CHART BEEN LE.F'T~A.T'P~NT TIONS 4F NO..EXP~N ' F~th II II~ ~1 leu l~ 7~ G~ ~r ~h ~ ~ ~1~. I~ GPM ~ &.,~h. 1~ GPM f~ DESCRIPTION the jOmll ~ld ~Ot e~c~d 2 ~ul;~ ~; ~u; ~; I~ lo,nil ,~e~y Of ~,~ d~eter. The lelk~ ''* 'PART "8" - UNDERGROUND PIPING FEE~ ~Y~ ~0 C~ I TYPE ~NT u.oE.... ' ¢'~C, '"",. ~, ~,:<:,,~"~- i ~:' c? [ r~> ~JPP-[ IF NO, AND JOIN~HEEDINGAK~ CLA~O, P~P~D OR bCKEO IN ~R~ TE~S FLUSHING H~-~ROSTATIC LEAKAGE REQUIRE0 ,' N[w uNo~Gn~o ~emG ~L~O ~O~ T0 ~ ~ PA ~ ;d4 S~ANOA~O YES IY I~ANY) ~ W~ FL~IK FL~ ~TAIN[O ~LIC WATER ~ TANK O~ RE~RVOIR ~ FLUSHING mY ~; WATQM ~ TANK OR R~R~IM ~ FIR! TH~ ~T T~ Ze,?, ' _p~.,. I~-P~ 14~ (9-~ . HYORANT$ .. , '. '~' V~S~[:) ' ~ ~ ' "~' ~0NTPOL. ~4~[~ CON~L VALVE~ L~ WI~ ~N VALVES DATI LEFT IN RERVICI . flEMARK~ NAME OF.~RINKL[~ C~T~ACTO~ [~ rOH P~OPE~TY ~ER i~GNED~ T~TLE T~ ~YD~OIIRI~C ~'~$I O¢ ALL P~PI~G . . ] ~EUMATIC TiS[ OF ALL DRY PIPING TE~ERATURE PIPE AND MAT[~IAL AN.O K~NO ~N~O~ TO ~~_ FI~INGS ~F a~. LARM VALVE ALARM DEVICE · NDICATOR ~- ~Z~' '~:~~)~ ........ [~ .......... ' ' ~ ~0.~ jl ~0.~ ~1 LET IF NO. PIPI~ 8~ERVISEO vis ~ NO ~ . J ~TECTING MEDIA BJLUGE ~E3 VAL'~ 0~RATE~OM THE ~NyAL TRm AND~ REMOT~ CONTROL STATIONS' - YES Il T~RJ ~ AcCJ~IILJ FACILITY IN ~A~ CIRCUIT FO~ TESTING vALVES / {/ J/~ J ~c. ~Ac~ c,.%,~ o.~,~ ~,~ ,:! [ : J,-=  E~I~ENT ~NAT[ PNO~RLY "'~ Y~ TESTING J - GASKE?S . _ ~L~D OR BRAZED ~RING YES~ ~ ~ IF YES, ~ YOU CERTIFY A~ THE SPRINKLER CONTRA~OR THAT THE ~LDERS · ' OR gRAZERS ARE ~ALIFIEO FOR ~LDIN~ OR DHAZING IN ACCOROANCE WITH THE REQUIREMENTS OF ASMC BOILER ANO PRE,UaE VE~[L C~E. SECTION Ix. OUALIFIC~TION 5TANOARO FOg WELDING ANO BRAZING PR~EOURES. ~LDIN0 ~L~N~ AND IR~ING O~RA10~ -- 1~ EDITION I . OAT~: I.~FT IN ffflVIC[ W~TH ALL CONTROL VALVES OPEN, ~-',~.~-. : ' ' NAME OF ~RINKL[~ ~NTRACTOR ' JFOR pROPLRfY ~NER ~I~EOI ' TITLE ,iGNATURES FOR SPRCN~'[En C~TRACTOR ISIGNEO) I Date /~e~it~ By . ~ :Ji~te