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HomeMy WebLinkAbout2700 CALLOWAY DRIVEHOODS ALARMS SPRINKLER SYSTEMS SPRAY BOOTH AST UST Permit No. Permit No. Permit No. Permit No. Permit No. Permit No. File Number: 7 7 Date Received: q—! — // Other. Comments: Address: ETakersfield, CA 933. ` Business Name: ex l'` s BUILDING SQUARE FEET: Building Sq. Feet: 33 Calculation Bldg. Sq. Ft: 3 3 1. 2. 3. 4. INSPECTION LOG nate Time o Ja /a c'- ff•°L1 u8Le/ 1Ay SYSTEM: New Mod. Commercial Hood System Fire Alarm System t Fire Sprinkler System Spray Finish SyMern Aboveground Storage Tank Underground Storage Tank minor modification Underground Storage Tank removal Underground Storage Tank Other. Comments: Address: ETakersfield, CA 933. ` Business Name: ex l'` s BUILDING SQUARE FEET: Building Sq. Feet: 33 Calculation Bldg. Sq. Ft: 3 3 1. 2. 3. 4. INSPECTION LOG nate Time o Ja /a c'- ff•°L1 u8Le/ 1Ay Signature Signature FOR Design, Installation, Inspection, & Repair of Fire Sprinkler Systems Bakersfield San Francisco Livermore Letter of Transmittal 9/9/11 To: Bakersfield Fire Department Prevention Services 2101 H Street Bakersfield, CA 93301 Attn: Dave Wierather Via: Hand Delivered Regarding: Dewar's Ice Cream & Candy Shop Contract No.: 1110295 We herewith transmit the following, for your approval: Copies Description 6 Fire Sprinkler Plans 6 Hydraulic Calculations 1 Check for Permit Fees 1 Billing & Permit Statement Remarks: Dave, We are submitting the above mentioned items for your approval. If you should have any questions, please do not hesitate to call me at (661)410 -1326. Thank you. Sinc I e ky Hall Bakersfield Division Executive Assistant bhall .rihfp.com City of Bakersfield CASTOR RECEIPT Oper: TVA9FI3EN Type: OC Drawer, 1 Gate: 9/14111 01 Receipt no: 26676 Description Quantity Amount 2011 10606346 BP BUILDING PERMITS 1.00 $280.00 Tender detail CK CHECK 46,E 5280.0 Total 'tendered 3267.00 Total paysent $280.00 Trans date: . 9/14!13. Time: 8:20:39 HELP CONTROL THE PET POPULATION i PLEASE SPAY AND NEUTER i BILLING & PERMIT STATEMENT BAKERSFIELD FIRE DEPARTMENT F = Prevention Services PERMIT # • P RB 2101 H StreetABlII ! alming .01111". Bakersfield, CA 93301 All permits must be reviewed, stamped, and approved PRIOR TO BEGINNING WORK. I Alarm - New & Modification (minimum charge) 1$280 Over 10,000 sq ft INFORMATION LOCATION OF PROJECT PROPERTY OWNER STARTING DATE COMPLETION DATE NAME PROJECT NAME ' " ADDRESS PHONE # PRO]ECTADDRESS - ^,Y /1 9 Y %, j L (] wl w/l 111 ,l / V CITY gf ICER,S IEl_D STATE C ZIP CODE 2 rT 7 CONTRACTOR INFORMATION CONTRACTOR NAME CA LICENSE # TYPE 0 LI ENSE EXPI ON oil PHONE # 1 _' CONTRACTOR COMPANY NAME FAX # ` T ADDRESS CITY ZIP CODE CB All permits must be reviewed, stamped, and approved PRIOR TO BEGINNING WORK. I Alarm - New & Modification (minimum charge) 1$280 Over 10,000 sq ft 0 .028 x sq ft X Sprinkler - New & Modification (minimum charge) 280 Over 10,000 sq ft 0 .028 x sq ft Sprinkler - Minor Modification ( <10 heads) 96 (inspection only) 84 Commercial Hood (New & UL 300 Upgrade Modification) Additional Hood 470 58 hood Commercial Hood - Minor Modification (add /move nozzle) 96 (inspection only) 84 Spray Booth (New & Modification) 470 98 Aboveground Storage Tank (1 inspection per Installation) AST 180 /tank 82 Additional Tank ATI 96 /tank S2 Aboveground Storage Tank (Removal, Mod,or Inspect'n) ATR 109 /tank 82 Underground Storage Tank (Installation /Inspection) NI 878 /tank S2 Underground Storage Tank (Modification) MOD 878 /site 82 Underground Storage Tank (Minor Modification) MTM 167 /site 82 Underground Storage Tank (Removal) TR 573 /tank 84 Mandated UST Testing: Fuel Mont Cert/SB989 /Cath. Prot. NOTE: $96 /hr for each type of test/per site /per UST system even if scheduled at the same time 96 /hr (2 hrs minimum) _ $192 82 Oil well (Installation, Inspection, or re- inspection) X 96 /hr 82 Tent # 96 /tent 84 After -hours inspection fee 121 /hr (2 hrs minimum) = $242 Pyrotechnic (1 permit per event, plus an inspection fee of 96 /hr during business hours) py NOTE: After hours Pyrotechnic event inspection is @ $121 /hr 96 /hr + (5 hrs min standby fee /insp) _ $576 5 hrs min standb fee ins = 605 84 Re- Inspection /Follow -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 PO Job Number: 1110295 - 1110295 Report Description: Light Hazard Job Number: 1110295 - 11102951111ReportDescription: Licht Hazard Jab Number DesdgnEngineer 1110295 John Means Job Name: StateCerggatlonAJCenw Number Dewars Ice Cream & Candy Shop C -16 #777717 Addraw 1 AHJ 2700 Callway Drive Bakersfield Fire Dept. Address Z JobShofsuicing Bakersfield, CA Remote Area A Addrew 9 Drawing Name 1110295 FP -1 MostDemandingSprinlderDot. Occupnoy Jabsumx 11.2 K- Factor 30.00 at 7.175 Light Hazard 1110295 HoseAllowance At Saura Dan* AreeofApplicdon 100.00 0.100gpm/ft2 1500.00ft= (Actual 945.62ft2) Addlonal How Supple. Number OfSpdnldm Calculated Ceseroge Par Spdnld r Node FI w m 10 115.21ft2 AutoPeek Result.: PraswreForRemote Area(.) AdjacentTo Most RemoteAres Left: 61.332 Toted HowStreema 100.00 System FlowDemnd TotedWater Required (Inducho HotsAaownee) 225.72 325.72 Maximum ProcureUnbalance In Loops 0.000 Maximum VelocityAboveGround 18.96 between nodes 16 and 192 MaximumValoftUnderGround 5.15 between nodes 5 and 6 Volume apectty ofW. Popes Volumecapacity of DryPipes 301.52gal 0.09gal Hose Flow Static Residual Flow Available @ Total Demand Required Safety Margin Node m psi) si m psi) m psi) psi) 1 100.00 63.000 32.400 2716.00 62.395 325.72 61.332 1.064 CntractarNumber Cntad Name Contact Title 1 John Means Designer Name ofContractor: Phone Extension RLH Fire Protection 661 -410 -1359 Addrew t FAX 3430 Unicorn Ave. 661- 322 -6816 Address Z E -mad Bakersfield, CA 93308 jmeans@rlhfp.com A dras9 Ww4ft M.E.P.CAD, Inc. rffi AutoSPRINK® VR8 v8.1.11 09/09/2011 8:26:56AM Page 2 V Job Number: 1110295 - 1110295 Report Description: Light Hazard Device Actual Flow m Minimum Flow m K- Factor K Pressure psi) Sprinkler 200 26.78 14.82 5.6 22.868 Sprinkler 201 17.80 14.82 5.6 10.102 Sprinkler 202 27.71 14.82 5.6 24.477 Sprinkler 203 18.71 14.82 5.6 11.159 Sprinkler 204 21.00 14.82 5.6 14.056 Sprinkler 205 34.50 30.00 11.2 9.491 Sprinkler 206 16.04 14.82 5.6 8.200 Sprinkler 207 15.16 14.82 5.6 7.324 Sprinkler 208 18.04 14.82 5.6 10.374 Sprinkler 209 30.00 30.00 11.2 7.175 b Most Demanding Sprinkler Data L 0 M.E.P.CAD, Inc. qMAutoSPRINK® VR8 v8.1.11 09/09/2011 8:27:03AM Page 3 T'f Job Number: 1110295 - 1110295 Report Description: Light Hazard Node Elevation Foot Fittings Pressure (pal) Dischar e m 1 4-0 S 61.332 225.7 200 10' -0 Spr - 22.868 22.868 26.7 201 10' -0 Spr -1( 0.102) 10.102 17.8 202 10' -0 Spr(- 24.477 ) 24.477 27.71 203 12' -0% Spr - 11.159 , fd 17' -0 11.159 18.71 204 12' -0 S r - 14.056 , fd 17' -0 14.056 21.0 205 10' -0 Spr -9.491 9.491 34.5 206 10' -0'% S r( 8.200) 8.200 16.0 207 12' -0 Spr(- 7.324), fd 17' -0 7.324 15.1 208 12' -0'% Spr(- 10.374), fd(17' -0) 10.374 18. 209 10' -0 S r -7.175 7.175 30.0 2 4-0 E 17' -11 61.037 3 2' -5 UE (11' -6'r4) 58.475 4 2' -5 UE 10' -9 55.332 5 4-0 E(19'-2%) 57.531 6 4-0 E 17' -11 55.536 7 0' -6 BOR 53.822 8 11' -10 UE 7' -3' /s 46.847 9 11' -10 PO(6' -7%) 43.957 10 11' -10 E(3' -314) 43.957 11 11' -10 PO(6'-7%) 43.489 12 11' -10 PO(6'-7 %) 42.999 13 11' -10 PO 6' -7' /s 42.547 14 13' -1'r4 T(6' -7% 38.831 15 11' -10 PO 6'-7%) 42.358 16 12' -81A T(6'-7%) 38.030 17 11' -10 PO 6' -7'A 42.328 18 11' -10 E(3'-31/.) 40.926 19 12' -4 T(6'-7%) 39.950 21 14' -4 T 5' -9 25.407 26 14' -8'% T(5'-9) 13.186 27 14' -81A T(5'-9) 10.497 30 10' -6 E(2'-3%) 10.145 33 15' -11A T 5' -9 8.361 35 10'-6 E 2' -3'h 7.632 105 15' -1% SIRE 7.415 Sprinkle 118 15' -1' /2 T(5'-9) 7.528 Sprinkle 178 15' -1'/z 1 T(5'-9) 12.182 Sprinkle 192 14' -8'/z 1 T 5' -9 16.844 Sprinkle 0 M.E.P.CAD, Inc. {M AutoSPRINK® VR8 v8.1.11 09109/2011 8:27:08AM Page 4 0 M.E.P.CAD, Inc. P.UAutoSPRINKO VR8 v8.1.11 09/09/2011 8:27:15AM Page 5 Job Number: 1110295 - 1110295 Report Description: Light Hazard PI e T _pe Diameter Flow Velocity HWC Friction Loss Length I Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary a••••• Route 1..... DR 1.0800 30.00 10.51 120 0.239086 0'-6 Pf 0.666 209 35 10' -0 10' -6 30.00 11.2 7.175 7.632 Sprinkler, E(2'-3%) 2' -3' 2' -9' Pe -0.209 Pv BL 1.4080 30.00 6.18 120 0.065710 IT-4 Pf 1.791 35 105 10' -6 15' -1'% 7.632 7.415 3E(3'-3%) 9' -11 27'-3 Pe -2.008 Pv BL 1.4080 30.00 6.18 120 0.065710 1' -8' Pf 0.113 105 118 15' -1'% 15' -1'h 5.6 7.415 7.528 V -8' Pe Pv BL 1.4080 46.04 9.49 120 0.145105 5'-9 Pf 0.833 118 33 15' -1'% 15' -1'% 16.04 7.528 8.361 Flow (q) from Route 3 W-9 Pe Pv BL 1.4080 61.19 12.61 120 0.245659 15'-6% Pf 3.822 33 178 15' -1K 15' -1'% 15.16 8.361 12.182 Flow (q) from Route 2 15' -6' Pe Pv BL 1.4080 79.23 16.33 120 0.396170 35' -3' Pf 25.782 178 14 15' -1'% 13' -1'h 18.04 12.182 38.831 Flow (q) from Route 6 5E(3'-3%), 2T(6'-7%) 29'-g% 65' -1 Pe 0.867 Pv RN 1.4080 79.23 16.33 120 0.396170 1'4 Pf 3.144 14 13 13' -1% 11' -10 38.831 42.547 PO 6' -7'/: 6'-71A 7' -11 Pe 0.572 Pv CM 3.3140 225.72 8.40 120 0.042524 1 V-716 Pf 0.452 13 12 11' -10 11' -10 146.49 42.547 42.999 Flow (q) from Route 4 10' -7' Pe Pv CM 3.3140 225.72 8.40 120 0.042524 11' Pf 0.490 12 11 11' -10 11' -10 42.999 43.489 1V-6 Pe Pv CM 3.3140 225.72 8.40 120 0.042524 11'- Pf 0.468 11 9 11' -10 11' -10 43.489 43.957 11'- Pe Pv CM 3.3140 225.72 8.40 120 0.042524 53- Pf 2.890 9 8 11' -10 11' -10 43.957 46.847 2LtE 7' -3'% 14'-6' 67' -11' Pe Pv FR 3.3140 225.72 8.40 120 0.042524 10' -1 Pf 2.070 8 7 11' -10 0'-6 46.847 53.822 f, f(- 0.000), CV(23' -3%), BV 14' -6% , BOR 37' -1 48'- Pe 4.905 Pv UG 4.2800 225.72 5.03 140 0.009200 3'- Pf 0.197 7 6 0' -6 4-0 53.822 55.536 E 17' -11 17 -11 21'-5 Pe 1.517 Pv UG 4.2300 225.72 5.15 150 0.008574 178' -1 Pf 1.995 6 5 4-0 4-0 55.536 57.531 2E(19'-2%), 2EE 7' -8 53' -9' 232' -7' Pe Pv UG 4.2800 225.72 5.03 140 0.009200 5' - Pf 0.149 5 4 3' -0 2' -5 57.531 55.332 LtE 10' -9 10'- 9 116-2 Pe -2.348 Pv UG 4.2300 225.72 5.15 150 0.008574 W-2 Pf 3.143 4 3 2' -5 2' -5 55.332 58.475 BFP -3.000 , UE 11' -6'r4 11' -6' 16' Pe Pv UG 4.2800 225.72 5.03 140 0.009200 6- Pf 0.215 3 2 2' -5 4-0 58.475 61.037 E 17' -11 17' -11 23'4 Pe 2.348 Pv UG 4.2300 225.72 5.15 150 0.008574 30' -5'/ Pf 0.294 2 1 3' -0 4-0 61.037 61.332 Supply, GV 3' -10 , S 3,131 34' -3' Pe Pv 100.0 Hose Allowance At 5ource 1 325.72 Q••••• Route 2••••• BL 1.0800 15.16 5.31 120 0.067599 7' -11 Pf 2.385 207 33 12' -0 15' -1'% 15.16 5.6 7.324 8.361 Sprinkler, 2E(2'-3%). T(5'- , fd 17' -0 27'-4' 36-314 Pe -1.349 Pv so ..... Route 3••••• DR 1.0800 16.04 5.62 120 0.075039 12'-6 Pf 1.544 206 118 10' -0'% 15' -1'% 16.04 5.6 8.200 7.528 Sprinkler, E(2'-3%). T 5' -9 8' -1 20'-7 Pe -2.216 Pv o••••• Route 4••••- DR 1.0800 34.50 12.08 120 0.309693 O'_8 Pf 0.863 205 30 10' -0 10' -6 34.50 11.2 9.491 10.145 Sprinkler, E(2'-3%) 2' -3' 2' -9' Pe -0.209 Pv 0 M.E.P.CAD, Inc. P.UAutoSPRINKO VR8 v8.1.11 09/09/2011 8:27:15AM Page 5 Job Number: 1110295 - 1110295 Report Description: Light Hazard Plpe T pe Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.4080 34.50 7.11 120 0.085116 15' Pf 2.186 30 27 10' -6 14' -8'% 10.145 10.497 3E(3'-3%) 9' -11 25' Pe -1.834 Pv BL 1.4080 52.30 10.78 120 0.183748 14' -7' Pf 2.689 27 26 14' -81A 14' -8% 17.80 10.497 13.186 Flow (q) from Route 5 14' -7' Pe Pv BL 1.4080 71.01 14.63 120 0.323514 11' -3' Pf 3.658 26 192 14' -8'% 14' -8'% 18.71 13.186 16.844 Flow (q) from Route 7 11' -3' Pe Pv BL 1.4080 92.00 18.96 120 0.522405 25'- Pf 20.318 192 16 14' -8% 12' -8'/: 21.00 16.844 38.030 Flow (q) from Route 8 2E(3'-3%). T(6'-7%) 13'- 38' -10' Pe 0.867 Pv RN 1.4080 92.00 18.96 120 0.522405 0' -11 Pf 3.933 16 15 12' -8'% 11' -10 38.030 42.358 PO 6' -7'% V-71i 7' -6' Pe 0.396 Pv CM 3.3140 146.49 5.45 120 0.019111 9' -1 Pf 0.188 15 13 11' -10 11' -10 54.49 42.358 42.547 Flow (q) from Route 9 9' -10 Pe Pv Route 5•••-- DR 1.0800 17.80 6.23 120 0.091011 W-11 12'- 26- Pf 2.435 Pe -2.040 Pv 201 10' -0 17.80 5.6 10.102 Sprinkler, 27 14' -8% 10.497 3E(2'-3%), T(5'-9) Gel ••••• Route 6••••• BL 1.0800 18.04 6.32 120 0.093275 6' Pf 3.157 208 178 12' -0'% 15' -1 % 18.04 5.6 10.374 12.182 Sprinkler, 2E(2'-3%), T(5'-9), fd 17' -0 27'-4' 33' -1 Pe -1.349 Pv o••••• Route 7••••• BL 1.0800 18.71 6.55 120 0.099791 4' -8' Pf 3.200 203 26 12' -0'% 14' -8'% 18.71 5.6 11.159 13.186 Sprinkler, 2E(2'-3%). T 5' -9 , fd 17' -0 27' 4' 32' -0' Pe -1.173 Pv Q••••• Route 8••••• BL 1.0800 21.00 7.35 120 0.123539 4'-811 Pf 3.961 204 192 12' -0 14' -8'% 21.00 5.6 14.056 16.844 Sprinkler, 2E(2'-3%), T(5'-g), fd 17' -0 27'-4' 32' -0' Pe -1.173 Pv w••••• Route 9••••• DR 1.0800 26.78 9.38 120 0.193784 10' -0' 12'- 22' -8' Pf 4.402 Pe -1.864 Pv 200 10' -0 26.78 5.6 22.868 Sprinkler, 21 14' -4 25.407 3E(2'-3%), T 5' -9 BL 1.4080 54.49 11.23 120 0.198187 45' -1 Pf 13.677 21 19 14'-4 12'-4 25.407 39.950 5E(3'-3%), T(6'-7%) 23'- 69'- Pe 0.867 Pv RN 1.4080 54.49 11.23 120 0.198187 0'- Pf 0.756 19 18 12'-4 11' -10 39.950 40.926 E 3' -3'h 3' -3' 3' -1 Pe 0.220 Pv RN 1.4080 54.49 11.23 120 0.198187 0' -5' Pf 1.402 18 17 11' -10 11' -10 40.926 42.328 PO 6' -7'% 6-7' 7' -1 Pe Pv CM 3.3140 54.49 2.03 120 0.003067 9' -1 Pf 0.030 17 15 11' -10 11' -10 42.328 42.358 9' -1 Pe Pv w•••.• Route 10••••• DR 1.0800 27.71 9.70 120 0.206363 8' -11 Pf 2.793 202 21 10' -0 14'-4 27.71 5.6 24.477 25.407 Sprinkler, 2E(2'-3%) 4' -7' 13' -6' Pe -1.864 Pv n , RrtTy Actual Inside Diameter 4.87 Schedule 40 Steel Pipe Inside Diameter = Factor Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 0 M.E.P.CAD, Inc. BlAutoSPRINKO VR8 v8.1.11 09/09/2011 8:27:15AM Page 6