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HomeMy WebLinkAbout4600 MING_HMBP 7.14.10211111 HOODS ALARMS SPRINKLER SYSTEMS AST UST Permit No. Permit No. Permit No. Permit No. Permit No. Permit No. File Number: 1-663 5/20 Date Received: 7 - 14of -!6 Address: Bakersfield, CA 933 Business Name: 2g C4-bn 4&( S SYSTEM: J E BUILDING SQUARE FEET: New Mod. ❑ ❑ Commercial Hood System ❑ ❑ Fire Alarm System -10111 MONS a ❑ Fire Sprinkler System ❑ ❑ Aboveground Storage Tank ❑ ❑ Underground Storage Tank minor modification Underground Storage Tank removal Underground Storage Tank ❑ ❑ Other: Comments: Building Sq. Feet: Calculation Bldg. Sq. Ft: 04a I . a. 3. 4. INSPECTION LOG Date Time �/,�ls. ,�i�►�� Signature 80 WE • I— -10111 MONS 0 "w �A �/,�ls. ,�i�►�� Signature 80 WE HYDRAULIC CALCULATIONS FOR Mc Donald's USA LLC 4600 Ming Avenue Bakersfield, CA JOB NUMBER: 003 DATE: 7/.08/2010 - DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 920 sq.ft. . COVERAGE PER SPRINKLER: VARIES NUMBER OF SPRINKLERS CALCULATED: 11 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 282.9 gpm TOTAL WATER REQUIRED (including hose): 532.9.gpm FLOW AND PRESSURE (@ BOR): 282.9 gpm @ 55.1 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: TABAR FIRE PROTECTION 7850 White Lane, Suite E #309 BAKERSFIELD,CA 93309 C -16 #894331 SLOAN FIRE PROTECTION DESIGN AUTHORITY HAVING JURISDICTION: KERN COUNTY- FIRE PREVENTION -FIRrL -.-^,U4 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/22/2010 CALC.SDF JOB TITLE: McDonalds Uprights WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL: TOTAL REQ.'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) .(GPM) (PSI) SOURCE 63.0 54.0 2352.0 62-.4 532.9 62.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 532.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 282.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 19.1 K= 5.60 14.0 21.0 2 19.1 K= 5.60 14.4 21.2 3 19.1 - - - - 15.3 - - - 4 12:8 - - - - 19.2 - - - 5 12.8 K= 5.22 21.0 23.9 6 12.8 K= 5.60 23.6 27.2 7 19:1 K= 5.60'" 16.3 22.6 8 19.1 K= 5.60 16.7 22.9 9 19.1 - - - - 17.8 - - - 10 12.8 - - - - 21.9 - - - 11 12.8 K= 5.60 23.9 27.3 12 12.8 K= 5.21 26.7 26.9 13 12.8 K= 5.22 29.4 28.3 .14... 12.8 K= 5.60 29.6 30.5 15 12.8 K= 5.60 30.7 31.0 16 12.8 - - - - 39.3 17 12.8 - - - - 38.2 • _ - •- 18 12.8 - - - - 39.2 - - - 100 12.8 - - - - 42.5 - - - 101 12.8 - - - - 42.6 - - - 102 12,8 - - - - 43.5 - - - 103 12.8 - - - - 43.3 - - - 104 12.8 - - - - 41.3 - - - 105 0.5 - - - - 55.1 - - - 106 0.0 - - - -- 55.5 - - - BFPOUT 1.0 - - - - 56.5 - - - BFPIN 1.0 - - - - 61.0 - - - SOURCE 1.5 SOURCE 62.1 282.9 m SPRINKLER SYSTEM HYDRAU DATE: 7/22/2010 JOB TITLE: McDonalds Uprights PIPE DATA PIPE 'TAG Q(GPM) END ELEV. NOZ. PT DISC..VEL(FPS) NODES (FT) (K) (.PSI) (GPM.) Pipe: 1 -21.0 1 19.1. 5.6 14.0 21.0 4.3 2 19.1 5.6 14.4 21.2 Pipe: 2 -42.2 2 19.1 5.6 14.4 21.2 8.7 3 19.1 0.0 15.3 0.0 Pipe: 3 -42.2 3 19.1 0.0 15.3 0.0 8,7 4 12.8 0.0 19.2 0.0 Pipe: 4 -42.2 4 12.8 0.0 19.2 0.0 8.7 5 12.8 5.2 21.0 23.9 Pipe: 5 -66.1 5 12.8 5.2 21.0' 23.9 13.6 6 12.8 5.6 23.6 27.2 Pipe: 6 -93.3 6 12.8 5.6 23.6 27.2 14.2 16 12.8 0.0 39.3 -0.0 Pipe: 6A -93.3 16 12.8 0.0 39.3 0.0 14.2 100 12.8 0.0 42.5 0.0 Pipe: 7 - -22.6 7 19.1 5.6 16.3 22.6 4.7 8 19.1 5:6 16.7 22.9 Pipe: 8 -45.5 8 19.1 5.6 16.7 22.9 9.4 9 19.1 0.0 17.8 0.0 Pipe: 9 -45.5, 9 19.1 0.0 17.8 0.0 9.4 10 12.8 0.0 21.9 0.0 Pipe: 10 -45'.5 10 12.8 0.0 21.9 0.0 9.4 11 12.8 5.6 23.9 27.3 Pipe: 11 -72.9 11 12.8' 5.6 23.9 27.3 15.0 12 12..8 5.2 26.7 26.9 LIC ANALYSIS DIA(IN) LENGTH HW(C) (FT) FL /FT 1.408 PL 10.75 120 FTG - - -- 0.034 TL 10.75 1.408 PL 4.33 120 FTG E 0.123 TL 7.64 1.408 PL 6.25 120 FTG E 0.123 TL 9.56 1.408 PL 8.25 120 FTG 2E 0.123 TL 14.87 1.408 PL 9.00 120 FTG - - -- 0.284 TL .9.00 1.639 PL 44.00 120 FTG 4E 0.256 TL 61.45 1.639 PL 3.75 120 FTG T 0.256 TL 12.48 1.408 PL. 10.75 120 FTG - - -- 0.039 TL 10.75 1.408 PL 4.33 120 FTG E 0.142 TL 7.64 1.408 PL 6.25 120 FTG E 0.142 TL 9.56 1.408 PL 7.08 120 FTG 2E 0.142 TL 13.70 1.408 PL 8.50 120 FTG - - -- 0.340 TL 8.50 Page 2 CALC.SDF PRESS. SUM. (PSI) PF 0.4 PE 0.0 PV PF 0.9 PE 0.0 PV PF 1.2 PE 2.7 PV PF 1.8 PE 0.0 PV PF 2.6 PE 0.0 PV PF 15.7 PE 0.0 PV PF . 3.2 PE 0.0 PV PF 0.4 PE .0.0 PV PF 1.1 PE 0.0 PV. PF 1.4 PE 2.7 PV PF 1.9 PE 0.0 PV PF 2.9 PE 0.0 PV SPRINKLER SYSTEM HYDRAU DATE: 7 /22/2010 JOB TITLE: McDonalds Uprights PIPE TAG Q(GPM) END ELEV. NOZ. PT DISC. VEL(FPS) NODES (FT) (K). (PSI) (GPM) Pipe:.12 -99.8 12 12.8 5.2 26.7 2.6.9 15.2 17 12.8 0.0 38.2 0.0 Pipe': 12A -99.8 17. 12.8 0.0 38.2 0.0 15.2 101 12.8 0.0 42.6 0.0 Pipe: 13 -28.3 13 12.8 5.2 29.4 28.3 5.8 14 12.8 5.6. 29.6 30.5 Pipe: 14 -58.7 14 12.8 5.6 29.6 30.5 8.9 15 12.8 5.6 30.7 31.0 Pipe: 15 -89.7 15 12.8 5.6 30.7 31.0 13.6 18 12.8 0.0 39.2 0.0 Pipe: 15A -89.7 18 12.8 :`0.0 39.2 0.0 13.6 103 12.8 0.0 43.3 0.0 Pipe: 16 -93.3 100 12.8 0.0 42.5 0.0 3.5 101 12.8 0.0 42.6 0.0 Pipe: 17 -193.2 101 12.8 0.0 42.6 0.0 7.2 102 12.8 0.0 43.5 0.0 Pipe: 18 89.7 102 12.8 0.0 43.5 0.0 3.3 103 12.8 0.0 43.3 0.0 Pipe: 19 -282.9 102 12.8 0.0 43.5 0.0 10.5 104 12.8 0.0 47.3 0.0 Pipe: 20 -282.9 104 12.'8 0.0 47.3 0.0 10.5 105 0.5 0.0. 55.1 0.0 Pipe: 21 -282.9 105 0.5 0.0 55.1 0.0 6.4 106 0.0 0.0. 55.5 0.0 Pipe: 22 282.9 BFPOUT' 1.0 0.0 56.5" 0.0 6.4 106 0.0 0.0 55.5 0.0 LIC ANALYSIS " Page 3 CALC.SDF DIA(IN) LENGTH PRESS. HW(C) (FT) SUM. FL /FT (PSI) 1.639 PL 39.58 PF 11.5 120 FTG - - -- PE 0.0 0.290 TL 39.58 PV 1.639 PL 6.42 PF 4.4 .120 FTG T PE 0.0 0.290 TL 15.15 PV 1.408 PL, 3.50 PF 0.2 120 FTG - - - -. PE 0.0 0.059 TL 3.50 PV 1.639 PL 10.00 PF 1'.1 120 FTG - - -- PE 0.0 0.109 :TL 10.00 PV 1.639 PL 36.00 PF 8.6 120 FTG - - -- PE 0.0 0.238 TL 36.00. PV 1.639 PL 8:42 PF 4.1 120 FTG T PE 0.0 0.238 TL .17.15 PV 3.314 PL 10.75 PF 0.1 .120 FTG - - -- PE 0.0 0.008 TL 10.75 PV 3.314 PL 6.00 PF 0.9 120 FTG T PE 0.0 0.032 TL 27.84 PV . 3.314 PL 2.04 PF 0.2 120 FTG T PE .0.0 0.008 TL 23.88 PV 3.314 PL 52.08 PF 3.8. .120 FTG L PE 0.0 0,065 -TL 59.36 PV 3.314 PL 12.33 PF 2.4 120 FTG CG PE 5.3 0.065 TL 37.08 PV 4.260 PL 6.00 PF 0.3 120 FTG L PE 0.2 0.019 TL 13.90 PV 4.240 PL 100..00 PF 1.4 150 FTG L PE 0.4 '0.013 TL 112.00 PV SPRINKLER - SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/22/2010 :ALC.SDF JOB TITLE: McDonalds Uprights PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 23 FIXED PRESSURE LOSS DEVICE BFPIN 1.0 0.0 61.0 0.0 4.5 psi, 282.9 gpm BFPOUT 1.0 0.0 56.5 0.0 Pipe: 24 -282.9 4.220 PL 10.00 PF 1.3 BFPIN 1.0 0.0 61.0 0.0 6.5 140 FTG TCG PE -0.2 SOURCE 1:5 SRCE 62.1 (N /A). 0.015 TL 84.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. granted by HRS Systems, Inc.. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0:002 gpm and a maximum imbalance at any node of 0.051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.2 ft /sec at pipe 12A. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths.in Feet (in). E T' L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 1.639 4.36 8.73 2..18 9.82 6.54 1.09 10.91 10.91. 8.73 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet. (in) E. T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 4.220 17.00 34..00 10.00 37.00 20.00 3.00 34.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/22/2010 CALC.SDF JOB TITLE: McDonalds Uprights PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly .NPTee 4.240 20..00 39.00 12.00 43.00 23.00 4.00 39.00 80.0 70.0 G A 60.0 U G E 50.0 P R E 40.0 S S U R 30.0 E P 20.0 s i 1 1.0.0 BE -14.7 WATER SUPPLY ANALYSIS Static: 63.00 psi Resi.d: 54.00 psi Flow: 2352.0 gpm )0 4 0 O OU H trJ H H J r � C+7 N •• N N 0 o 0 r• 0 0 a a r Q CA C H r- w. rr ro H z N r c� K En H hn a :Jr., K 0 c r H C) z r K cn H r ro n a cn m 0 ro m BAKERSFIEQ_D FIRE DEPARTMENT . BILLING 8E. PERMIT STATEMENT � � Prevention services PERMIT 1SO17ruxtun.Avenue, ist FLR Bakersfield, CA.93301 Phone: 661 = 326 3979 • Fax: 661 -852 -2171 10 , L.QCATION;AF:PROJECT,. � " OPERT1rOWN• . NAME ARTDrG DATE COMPLIRTON DATE E ADDRESS PHON, ! PROIECr ADD e• CORTRACrOR NAME CA LICENSE Q J Cm gii41Ci C.D STATE C.4. e- e TYPE OF LICENSE EXPIRATION DATE 21P CODE' PHONE s COWXAGM COMP NAME FAX i ZIP CODE ADDRESS CTrY, Alt permits rrn be. low" ed, stamped, and approved PRIOR To BEGINNING WORK. ❑ Alarm - New & Modification (minimum charge) $280 e �- ❑ - `.. Over 10,000 sq: ft $0 .028' x: sq ft ISprinkler - New &-Modification-(minimum. charge) $280 n B_ ao71 OK Pul i Is�lro ❑ Over 10,000.sq ft $0 .028 x sq ft • Minor Sprinkler Modification ( <10 heads) $96 (inspection only) 84 • Commercial Hood (New &'Modification) ' '$470 ❑ Additional hood $58 ❑. Spray Booth (New & Modification) $470 98 ❑ Aboveground Storage. Tank (1 Inspection per installation).AST $180/tank � 82 ❑ Additional Tank ATI $96 /tank 82 Q Aboveground Storage Tank (Removal/Inspection) ATR $109 %6ink V. 82 O Underground Storage Tank (Installation/Inspection) NI '$878/tank 82 • Underground - Storage Tank .(Modification), MOD $878 /site 82 • Underground Storage Tank.(Minor Modification) MTM $167 /site 82 • Underground Storage Tank (Removal) TR $573 /t3nk 84 0' Mandated teak Detection (test) /Fuel Mont.Cert/S8989 NOTE: $96/hr for each type of test/per site even if scheduled at the same time TT $96 /hr (2 hrs minimum) = $192 84 ❑ 00 well, (Installation, Inspection, or re- Inspection) X. $96 /hr 82 ❑ w Tent # $96/tent 84 0 After -hours Inspection fee .$121/hr (2 firs minimum) =$242 ❑ Pyrotechnic (1 permit per event, plus an inspection fee of $96/hr during business: hours) PY After our PyroWc nic . '$96/hr+ (5 hrs min standby fee/insp)= $576 ' ''q }; Sn " €45 star 84 ❑ Re- inspection /Foilow -up Inspection $96/hr 84 ❑ Portable LPG (Propane): -# of Cages? _ $96 /hr 84 ❑ Explosive Storage $266' 84 ❑ Copying &File Research (File Research fee $50 /hr) $0.25/page 84 ❑ Miscellaneous 84