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HomeMy WebLinkAbout3201 CATTLE DRIVECity of Bakersfield Scam~cd By Delta Microlmaging lnc 9961 N Lower Sacramcnlo Rd Stockton, CA 952'10 209-478-3600 · B k rs t I Fir D p rtment Automstic Fire Sprinkler System~i/~/~_/~ Certific~tion Form //~ ~ ~ '~ ~ "-- · R. L. HARDCASTLE COMPANY, INC.. Company I, 'Leon Hardcastle , do hereby certify thst the Automatic Fire Sprinkler System at BMW Auto Center 3201 Cattle Drive, ~pe of Installation .Concern whe~re installed Bakersfield, CA ha~-~ installed in accordance with all Address applicable standards and requirements, (NF~A t~13 - #24 etc.) I--further certify that the water supply available is adequate in APPROVED FOR all respects for the supply required by the automatic BAKERSFIELD FIRE DEPARTMENT system for proper operation. FIRE PREVENTION BUREAU NOTE: Acceptance applies to plans as submitte~ 461154 a.d for construction and/or installation thereon, California License Number subjecl to lin, al ins~pection and. acceptance. Date Signature R~ L. Hardcastle FD1948 ,Y ,AOLiC' ES GN INFOR,ATIO, NAHE OAKTREE BHW ~ATE 8/22/85 LOCATION GAKERSFiELD~ CALIFORNIA BUILDING NEW SYSTEH ND, CONTRACTOR R.L, HARDCASTLE CO.~ INC. CONTRACT NO. CALCULATED BY'BRUCE DRAWING ND. FP-I CONSTRUCTION: COHBUSTIBLE' CEILING HT. I8' OCCUPANCY AUTO REPAIR GARAGE SYSTEH OESIGN NFPA I3 ORDINARY HAZARD GROUP AREA OF SPRINKLER OPERATION I500 ~ NET PIPE SYSTEfl DENSITY (GPH/SO.FT.) .2! ~ ........................................................... AREA PER SPRINKLER 130 HAX. I SPRINKLER OR NOZZLE HOSE ALLOWANCE GPH: INSIDE 0 ~ HAKE 6EH HDDEL F950 HOSE ALLOWANCE 6PH:OUTSIDE 500 I SIZE 1/2' K-FACTOR RACK SPRINKLER ALLOWANCE 0 I TEHPERATURE RATING 212 CALCULATION SUHHARY 6PH REOU]RED 872.0 PSI REOUIREb 45.&7 AT: CONNECTION TO CITY HAIN OVERHEAD C-FACTOR 120 UNDERGROUND C-FACTOR I50 WATER FLOW TEST ~PUHP DATA ~ TANK OR RESERVOIR DATE &TIHE IPUHP RATED GPH ITANK CAPACITY STATIC PSI 50 :PUHP RATED PSI ~TANK ELEVATION RESIDUAL PSI GPH FLOWING 2313 I I ......................................... ELEVATION GRADE I I WELL PROOF FLOW LOCATION SITE SOURCE OF INFDRHATIDN R.L. HARDCASTLE CO., INC. BAKERSFIELD,: CALIFORNIA 805-852-4212 0A~TREE BM~ , Job: Sys:SERV Dwg:FP-I B/22/85 FLOW TEST EVALUATION DESIGN CRITERIA -.21 GPM PER SD FT FOR REMOTE 1500 SQ FT FLOW TEST DATA STATIC= 50 PSI SYSTEM REQUIRES 45.67 PSI AT R72.00 6PM RESIDUAL= 51 PSI AT 2~1~ 6PHFLON NITH 4~.B7 PSI AVAIL AT THAT FLON WATER SUPPLY GRAPH 100:---:---: .... : ...... : ....... : ........ : ......... : ........... : ............ : .............. : ............... : : .' .. : : : : : ." : ... ?0:---:---: .... : ...... : ....... : ........ : ......... : ........... : ............ : .............. : ............... : ~o:___:___: .... : ...... : ....... : ........ !~ ........ :: ..... O: ---1 ---: ............................ : ......... : ........... : ............ .* .............. : ............... : 0 400 600 1400 1600 lBO0 2000 2200 2400 ..p~,, r~ .(::-,'.)... ....... . ....... ..~..: .... ...:::: ... .... ... .~..:::::::::::::... ....::........::. : .. .......:|:.... ..... ... .~...::...o ~':"' .. : .'." : ." :...: .... :...:."~'.": ...|:.':: R.L. HARDCASTLE CO., INC. BAKERSFIELD, CALIFORNIA 805-B32-4212 OAKTREE BHN Job: Sys:SERV Dwg:FP-! B/22/85 Ref Elev Total k Added Total Velocity Pipe Total Frict. Loss Elev. Total Ref pt. Irt) Pressure Factor Flow Flow ft/sec Diam Length per ft Total Loss Press Pt. PATH t I XNAIN,BULK,RISER & UG CALC'S (PTS. I-12) (C= 120) 1 17 29.96 path2 155.5 155.5 5.486 4.26 15 .006 .OBI4 50.04 2 2 17 50.04 path5 155.5 ~IO.B 6.977 4.26 15 .022 .2941 30.54 ~ ~ 17 ~0.34 path4 61.20 $72.0 8.351 4.26 21 .031 .6625 51.00 4 Note A 4 17 31.00 372.0 8.351 4.26 66 .0~1 2.082 3~.08 5 Note B 5 17 33.08 572.0 8.551 4.26 34 .031 1.072 34.15 6 Note C 6 17 34.15 572.0 8.551 4.26 52 .031 1.640 55.79 7 Note O 7 17 35.79 372.0 8.351 4.26 14 .0~1 .4417 7.37 4~.61 8 Note E (C= 150) B 0 43.61 572.0 4,100 6,08 255.3 ,005 ,9428 44.56 9 Note F 9 0 44.56 372.0 2.580 7.98 70 .000 .0687 44.62 10 10 0 44.62 500 872.0 5.578 7.98 90 .004 .4274 45.05 11 Note 6 Il 0 45.05 872.0 5.578 7.98 129.9 .004 .6171 45.67 12 Note H 12 0 45.67 ..... ..... Patht I K-Factor: 129.05 Ref Elev Total K Added Total Velocity Pipe Total Frier. Loss Elev. Total Ref pt. (ft) Pressure Factor Flow Flow ft/sec Oiam Length per ft Total Loss Press Pt. PATH { 2 A.A. LINE Il (PTS. IOI-1) (C= 120) 101 17 18.19 5.6 2~.BB 23.B8 5.110 1.3B B.75 .047 .4159 18.61 102 102 17 18.61 5.6 24.15 4B.04 10.27 1.38 8.75 .173 1.515 20.12 103 103 17 20.12 5.6 25.12 75.16 11.50 1.6i 8.75 .17B 1,557 2i.6B 104 104 17 21.68 5.6 26,07 99.24 15.59 1.61 8.75 .512 2.737 24.42 105 105 17 24.42 5.6 27.67 126.9 12.10 2.067 8.75 .146 1.277 25.69 106 106 17 25.69 5.6 28.38 155.5 14.80 2.067 14 .212 2.970 28.67 107 Note I 107 17 28.67 155.3 10.57 2.469 14.5 .089 1.294 29.96 I Note J 1 17 29.96 ^^^^^ ..... Patht 2 K-Factor= 28.57 FOOTNOTES A -Tot. Len. of 21 includes 6 ( I LTE ) B -Tot. Len. of 66 includes 20 ( I TEE ) C -Tot. Len. of 34 includes 6 ( I LTE ) D - lot. Leo. of 52 includes 18 ( 5 LTE ) E - Tot.Len. of 14 includes 2 ( I GATEVALVE ) F -Tot. Len. of 255.3 includes 4§.53( I TEE ) G - ...At point 10, 500 Flow added. H -Tot. Len. of 129.9 includes 129.9( I TEE I 2GV+ICV I -Tot. Len. of 14 includes 10 ( I TEE ) J -Tot. Len. of 14.5 includes 12 ( I TEE ) Checked by ................................................................. PAGE NO. I R.L. HARDCASTLE CO.~ INC, BAKERSFIELD~ CALIFORNIA 805-8~2-4212 OAKTREE BMW ~ob: Sys:SERV Dwg:FP-I 8/22/85 Ref Elev Total K Added Total Velocity Pipe '~ota! Frier. Loss Elev. Tala! Ref pt. (~t) Pressure Factor Flo, -Flo, fl/sec Dial Length per ~t Total Loss Press Pt. PATH ! 3 R.A. LINE 12 (PTS,201-2) (C= 120) 201 17 18.19 5.6 23.BB 23.88 5.110 1.38 B.75 .047 .4157 18.61 202 202 17 18.61 5.6 24.15 48.04 10.27 1.38 8.75 .173 1.515 20.12 203 203 17 20.12 5.6 25.12 73.16 11.50 1.61 B.75 .178 1.557 21.68 204 204 17 21.68 5.6 26.07 99.24 15.59 1.61 8.75 .312 2.737 24.42 205 205 17 24.42 5.6 27,67 126.9 12,10 2.067 8.75 .146 1,277 25,69 206 206 17 25.69 5.6 28.38 155.3 14.80 2.067 14 .212 2.970 28.67 207 Note A 207 17 28.67 155.3 10,37 2.469 14,5 .089 1.294 29.96 2 Note B 2 17 29,96 ..... ..... Path! 3 K-Factor: 28,37 Re( Elev Total K Added Total Velocity P~pe Total FrOot. Loss Elev, Total Re( pt. If:) Pressure Factor Flow Flow (t/sec O~ae Length per ft Toro! Lo~s Press Pt. PATH I 4 R.A. LINE t3 (PT5,301-3) (C= 120) 301 17 27,74 5.6 30.54 30.~4 2.912 2,067 5 .010 .0523 2%79 302 302 17 29,79 ~,6 30,56 61,11 5,827 2,067 12 .037 .4533 30,25 3 Note C ~ 17 ~0.25 ^^^^^ ..... Patht 4 K-Factor= 11.11 FODTNOTE5 A -Tot. Len. of 14 includes lO ( 1 TEE ) B -Tot. Len. of 14.5 includes 12 ( I lEE ) C -Tot. Len. of 12 includes 10 ( I TEE ) Checked by ................................................................ PAGE ND. 2 H.~,~AULICT~ESI6N INFDRHATION SHEET NAME OAKTREE DMW DATE 8/22/85 LOCATION BAKERSFIELD! CALIFORNIA BUILDIN6 NEN 'SYSTEM NO. CONTRACTOR R.L. HARDCASTLE. CO.~ INC. CONTRACT ND. CALCULATED BY BRUCE DRANING ND. FP-! CONSTRUCTION: COMBUSTIBLE CEILING HT. I7' OCCUPANCY AUTOMDBILE SHOWROOM SYSTEM DESIGN NFPA 15 ORDINARY HAZARD 6RDUP I AREA OF SPRINKLER OPERATION 1500 I MET ~PIPE SYSTEM DENSITY (GPM/SD. FT.) .lb l ........................................................... AREA PER SPRINKLER I30 HAX. I SPRINKLER OR NOZZLE HOSE ALLOWANCE OPM: INSIDE 0 : MAKE GEM MODEL F~5O HOSE ALLOWANCE 6PM:OUTSIDE 500 I SIZE 1/2' K-FACTOR RACK SPRINKLER ALLOWANCE 0 I TEMPERATURE RATIN6 I~5 CALCULATION SUMMARY 6PH REDUIRED 547.5 PSI REDUIRED 45.87 AT: CONNECTION TO CITY MAIN OVERHEAD C-FACTOR I20 UNDERGROUND C-FACTOR 150 WATER FLOW TEST I PUMP DATA I TANK OR RESERVOIR DATE &TIME IPUMP RATED GPM I TANK CAPACITY STATIC PSI 50 IPUMP. RATED PSI I TANK ELEVATION RESIDUAL PSI 31 ~PUMP ELEVATION ~ GPM FLOWING 2~1~ I I ......................................... ELEVATION 6RADE I I I I WELL PROOF FLOW LOCATION SITE SOURCE OF INFORMATION R.E. HARDCASTLE CO. , INC. BAKERSFIELD, CALIFORNIA 805-852-4212 OAkTREE B~Ii~ Job: Sys:SH0# l)wg:FP-1 8/22/85 FLOW TEST EVALUATION ' DESIGN CRITERIA .18 GPH PER SO FT FOR REHOTE tSO0 SO FT FLON TEST DATA STATIC= 50 PSi SYSTEH REDUZRES 45.87 PSi AT 547.30 GPH FLDN RESIDUAL: 31 PSi AT 2~1~ GPH FLO# #ITH 48.68 PSI AVAIL AT THAT FLON ..",', ,, : ," , ." : , · ,,,::::',,"'',,,,''::'',,,':,,,'"'," ........ .... ,, ::::,,,,,'''-".' .... ,'",-":','':'',',:.'·,";''''-"', , ,, ' ',,., ,,,',-",,.,' '':,,,,"',,,,''"' ''.,',,'',,.,''''''.,,',',,'. ,''", ,,~,'"'',,,,''.,,,"'''':,,,: WATER SUPPLY GRAPH 110:---:---: .... : ...... : ....... : ........ : ......... : ........... : ............ : .............. : ............... : 100:---:---: .... : ..... -.: ....... : ........ : ......... : ........... : ............ : .............. : ............... : : ; : : : : ~ : : : : 90:---:---: .... : ...... : ....... : ........ : ......... : ........... : ............ : .............. : ............... : : : : : : : : : : : : : 80:---:---: .... : ...... : ....... : ........ : ......... : ........... : ............ : .............. : ............... : : : : : : : : : : : : : 7o.'---.'---: .... : ...... .' ....... : ........ : ........ ,.' ........... : ............ : .............. "--T ........... " ,o,o: ...... :?: .... ...... : ............................................... ~o:---t--... .... ! ..... ~ ........ ! ......... ! ........... :__z .... :___! .......... ;---i ?~.' ~~~~_~___o___.'.~~:~ ~.e,_-?__ ~ /  0:---:---: .... : ...... : ....... : ........ : ......... : ........... : ............ : .............. -' ............... : /~ 0 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 .(..,..?,). R,L. HARDCASTLE CO,~ INC, 8AKERSFIELD~ CALIFORNIA 80§-872-4212 OAKTREE BHN Job: Sys:SHON D#o:FP-I 8/22/85 Ref Elev Total K ' Added Total Velocity Pipe' Total Frict. Loss Elev. Total Ref pt. (ft) Pressure Factor Flow Flow ft/sec giam Length per ft Total Loss Press Pt. PATH ! I XNAIN,~ULK,RISER & U6 CALC'S (PTS.20-~I) (C= 120) 20 17 ~2.02 path2 I07.B I07.B 2.421 4.2~ 10 .00~ .0~19 ~2.0~ 21 21 17 ~2.0§ path~ 107.9 ~15.7 4.84~ ~.26 1~.5 .011 .1554 ~2.21 22 22 17 ~2.21 path~ Ol.6l 297.~ 8,675 4.2~ % .020 2,001 ~4.21 .2~ Note A 2~ 17 ~.21 297.~ 6.~75 ~.26 52 .020 1.08~ ~5.29 24 Note 24 17 ~5.29 297.~ 6.675 4.28 ' ~ .020 .7087 ~.00 25 Note C 25 17 ~6.00 297.~ 6,675 ~.26 52 .020 1.08~ ~7.09 26 Note 26 17 ~7.09 297.~ 6.~75 4.26 14 .020 .2918 ~7.~B 27 Note E (Cz 150) 27 17 ~7.~B 297.~ ~.277 6.08 255.~ .002 .6229 7.~7 ~§.~8 28 Note F 28 0 45.~B 297.~ 1.902 7.9B 70 .000 .0454 -45.~2 29 2~ 0 ~5.42 250 '§47.~ ~.501 7.98 90 .002 .1805 ~5.51 ~0 0 ~5.~I 5~7.~ ~.501 7.98 129.9 .002 ,2607 ~5.B7 ~1 0 ~5.87 ^^^^^ .... ~ Patht I K-Factor= BO,B2 Ref Elev Total k Added Total Velocity Pipe Total Frict. Loss Elev. Total Ref pt. {ft) Pressure Factor Flow Flow ft/sec ~iam Length per ft Total Loss Press Pt. PATH t 2 R.A. LINE t1 (PTS.401-20) (C= 120) ~01 17 11.75 5.6 19.2 19.2 7.10B 1.049 10 .120 1.20~ 12.% ~02 402 17 12.% 5.6 20.1~ ~9.~ 8.420 1.~8 10 .119 1.197 14.15 ~0~ ~0~ 17 14.15 5.6 21.07 60.43 i2.92 I.~B 10 .26~ 2.647 16.BO 404 404 17 16.80 5.6 22.9§ 8~.~9 1~.10 1.61' 10 .22& 2.2~7 19.07 405 17 19.07 5.6 24.45 107.8 16.95 1.61 10 .~&4 ~.64B 22.72 ~0~ 406 17 22.72 107.8 16.95 1.61 8 .~4 2.91B 25.~ ~07 407 17 25.64 I07.B .16.95 1,~1 8 .~64 2.91B 2B.58 408 17 28.5& 107.8 16.95 l.&l ~.5 .~4 ~.~ ~2.02 20 Note I 20 17 ~2.02 ^^^^^ ^ .... Pathl 2 K-Factor= 19.05 FOOTNOTES A -Tot. Len. oT % ~nclodes 18 ( ~ LTE ) ~ -Tot. Len. oT 52 includes b ( I LTE ) E - Tot,Len, oT ~4 includes b ( I LTE ) ~ -Tot. Len. oT 52 includes 18 ( ~ LTE ) E -Tot. Len. o~ 14 include~ 2 ( 1G~TEVALVE ) F -Tot. Len. of 2~5.~ includes 45.~( I TEE ) G - ...At point 29, 250 Flow added. H -Tot. Len. of 129.9 includes 129.9( I TEE 1 2GV+ICV I -Tot. Len. of 9.5 includes B ( 1 TEE ) Checked by ............................................................... PAGE NO. I R.L. HARDCASTLE CO., INC. BAKERSFIELD, CALIFORNIA 805-832-4212 OAKTREE BHN aob: Sys:SHON DNg:FP-1 B/22/85 Ref Eiev Total K Added Total Velocity Pipe Total Frict. Loss Elev. Total pt, IlL) Pressure Factor F]o# 'Flow ft/sec Diam Length per ft Total.Loss Press Pt, PATH I 3 R,A, LINE 12 (PTS,501-21) (C= 120) 501 17 11.75 5,6 19.2 I9.2 7.108 1.049 10 .120 1.206 12.96 502 502 17 12.96 5.6 20.16 39.36 8.420 1.38 I0 .119 1.197 14.15 503' 503 17 14.15 5.6' 21.07 60.43 12.92 1.38 10 .264 2.647 16.B0 504 504 17 16,80 5,6 22,95 83.39 13.10 1,61 .10 ,226 2.267 19.07 505 505 17 19.07 5.6 24.45. 107.8 16.95 1.61 10 .364 3,648 22.72 506 506 17 22.72 107.6 16.95 1.61 8 .364 2.918 25,64 507 507 17 25.64 107,8 16.95 1.61 8 .364 2.918 28.56 508 508 17 28.56 107.8 16.95 1.61 9.5- .364 3.466 32.02 21 Note A 21 17 32.O2 ..... Pathl 3 K-Factor: 19.06 Ref Elev Total k Added Total Velocity Pipe Total Frict. Loss Elev. Total Ref pt. (it) Pressure Factor Flow Flow it/sec 'Diam 'Length per ft Total Loss Press Pt. PATH I 4 R.A. LINE t3 (PTS.601-22) (C= 120) 601 17 22.83 5.6 26.76' 26.76 5.725 1.38 10 .058 .5866 23.42 602 602 17 23.42 5.6 27.10 53.96 8.466 1.61 10 ,I01 1.010 24.45 603 603 17 24.43 5.6 27.68 81.54 12.81 1.61 10 .217 2.175 26.61 604 604 17 26.61 81.54 12.81 1.61 8 .217 1.740 29.35 605 605 17 28.35 B1.54 12.81 '1.61 8 .217 1.740 30,09 606 606 17 30.09 81.54 12.81 1.61 9.5 .217 2.066 32.15 22 Note 8 22 17 32.15 ..... Path! 4 k-Factor= 14.38 FOOTNOTES A -Tot. Len. of 9.5 includes B ( I TEE ) 8 -Tot. Len. of 9.5 includes 8 ( I TEE ). Checked by ............................................................... PABE NO. 2 I-'R,L, HARDQASTLE GO,, INC, License ~46'1454 4909 Stockdale Hwy., Suite 2?6 Bakersfield, Oalifornia 93309 (805) 832-42i2 August 30, 1985 City of Bakersfield Fire Department 2101 H Street Bakersfield, CA 93301 Re: Fire Sprinkler Plans & Calculations for BMW Auto Center, Cattle Drive, Bakersfield, CA Dear Chief Kollenborn: Attached please find five (5) sets of fire sprinkler plans and calculations for the referenced project for your approval and review. If you have any questions, please call. Thank you. Sincerely, R. L. Hardcastle President RLH:mg cc: 116