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HomeMy WebLinkAboutFIRE SUPPRESSION PERMIT 12/8/2004BAKERSFIELD FIRE DEPARTMENT --- INSPECTION RECORD CHECK LIST TO BE COMPLETED BEFORE FINAL OCCUPANCY For Inspection Request Call Phone No. 326-3979 BUILDING ADDRESS: /~/'~'O ~'~'~-~~--~--~ GROUP TYPE: OCCUPANCY NAME: 0~.~. ~~ ~V' ~~ OCCUP~T LOAD: GENE~L CONTraCTOR: ~~~ ~ PHONE ~ ~ ~--'~~ SPRINKLER CONT~CTOR: ,PHONE ~ FIRE A~ CONT~CTOR: PHONE ~ CO~ERCIAL HOOD CONT~CTOR: PHONE ~ SP~Y FINISH CONT~CTOR PHONE ~ FIRE SUPPRESSION SYSTEM DESCRIPTION DATE ~IGNATU!:~E UNDERGROUND DEPTH, PIPE SIZE & THRUST BLOCKS FDC, PIV, WITH ATTACHMENT SIGNS UNDERGROUND HYDRO TEST UNDERGROUND SYSTEM FLUSH PIPE& HANGER INSPECTION OVERH~DovERH~D HYDRO TEST FIRE PUMP TEST R SPRINKLER CALCU~TION SIGN AT RISER LOCATION FIRE ALARM SYSTEM & ASSOCIATED EQUIPMENT DESCRIPTION DATE SIGNATURE FIRE ALARM INSTALLATION PER PLANS SPRINKLER FLOW TEST SMOKE DETECTOR TEST HEAT DETECTOR TEST DAMPERS, FIRE DOORS ELECTRICAL & ALARM TEST FIRE PUMP RUN & ALARM ANNUNCIATION TEST EMERGENCY GENERATOR RUN & LOAD TEST COMMERCIAL HOOD INSTALLATION & TEST EMERGENCY LIGHTS EXIT LIGHTS LOW LEVEL EXIT LIGHTS, (A,E,'I & Ri) occUpANCIES SPRAY BOOTH TEST FINAL INSPECTI'(~N COMPLETED ON DATE ~IGNAT~JRE ~ ,_~ Job Number: 4722 HYDRAULIC CALCWLAT IONS Location: CALIFORNIA PIZZA KITCHEN 10150 STOCKDALE HWY BAKERSFIELD, CA. 93311 Job Number: 4722 Design Area; .1 DENSITY OVER 1500 SQ.FT. Date: 10/19/04 15:49:44 Design Data: Occupancy Classification: Light Hazard Density: 0.10gpm/ft2 Area of Application: 1500.00ftz (Actual 1531.73ft2) Coverage Per Sprinkler: 127.70ft2 Number of Sprinklers Calculated: 16 Outside Hose Streams: 100.00 Total Hose Streams: 100.00 Total Water Required: 444.12 Including hose streams Maximum Pressure Unbalance 'In Loops: 0.000 Volume of Water in Pipes: 257.28gal Maximum Velocity Above Ground: 19.07 between nodes 21 and 41 Maximum Velocity Under Ground: 3.79 between nodes 1 and 4 'Supply Pressure(s): Available Required Safety Margin Supply node tag: 1 67.282 Name of Contractor: CONTROL FIRE PROTECTION 65.892 1.389 Address: 1347 OGDEN ST. BAKERSFIELD, CA. 93305 Designer: DAVID HOLT State Certification/License Number: 534644 Authority Having Jurisdiction: BAKERSFIELD CITY FIRE DEP. ~' © 1997-2004, M.E.P.CAD, Inc. 10/19/04 15:49:49 Page 1 .~ob Number: 4722 WATER SUPPLY DATA SOURCE STATIC RESIDUAL FLOW AVAILABLE TOTAL NODE PREssuRE PRESSURE @ PRESSURE @ DEMAND TAG (psi) (psi) (gpm) '(psi) (g~m) REQUIRED PRESSURE (psi) 1 67.500 61.200 2733.30 67.282 444.12 65.892 SUMMARY OF OUTFLOWING DEVICES ACTUAL MINIMUM DEV ICE FLOW FLOW K-FACTOR PRE SSU~E DENS ITX (gpm) (gpm) (psi) (gpm/ft2 ) SPR 164 SPR 165 SPR 182 SPR 183 SPR 206 SPR 207 SPR 208 SPR 209 SPR 210 SPR 213' ~PR 227 SPR 421 SPR 229 SPR 428 SPR 431 SPR 432 35.60 37.61 33.92 37.54 18.10 17.48 17.07 16.25 15.41 14.82 17.92 17.47 17.23 14.83 16.88 16.02 14.82 5.6 14.82 5.6 14.82 5.6 14.82 5.6 14.82 5.6 14.82 5.6' 14.82 5.6 14.82 5.6 14.82 5.6 14.82 5.6 14.82 5.6 14.82 5.6 14.82 5.6 14.82 5.6 14.82 5.6 14.82 5.6 40.416 0.28gpm/ft2 45.104 0.29gpm/ft2 36.682 0.27gpm/ftz 44.939 0.29gpm/ft~ 10.441 0.14gpm/ft2 9.742 0.14gpm/ft~ 9.287 0.13gpm/ft= 8.424 0.13gpm/ft2 7.569 0.12gpm/ft~ 7.000 0.12g~m/ft2 10.235 0.14gpm/ft2 9.729 0.14gpm/ft2 9.463 0.13gpm/ft= 7.012 0.12gpm/ft2 9.091 0.13gpm/ft~ 8.180 0.13gpm/ft~ * Most demanding sprinkler. 1997-2004, M.E.P.CAD, Inc. 10/19/04 15:49:56 Page 2 ~ob Number: 4722. FITTINGS LEGEND E Elbow T Tee L LongElbow C CheckVlv F BtrflyVlv G GateVlv A AlarmChk D DryPipeVlv 45-Elbow r TeeRun O Coupling W SwingChk V DlgVlv S Strainer c FDC U Gauge X Cross P PumpOut R PressRed B Backflow u Unknown Z Cap J Joint f FlowDev M FltgNode H Hose s source N Nozzle K Sprinkler Y Hydrant p PumpIn 1997-2004, M.E.P.CAD, Inc. 10/19/04 15:49:56 Pnge 3 Job Number: 4722{ NODE ANALYSIS NODE ELEVATION FITTINGS (Foot) PRESSURE (psi) 4 -3'-0 Elbow 20 13 ' -0 Tee 21 14'=1h Tee 26 13 '-0 Tee 27 13" -llh Tee 28 13 '-0 Tee 29 13'-7 Tee 356 13'-11~ K=5.6 41 12 '-6~ Tee 44 11'-6. Tee 250 12'-6h Tee 1 -3'-0 Source 164 13'-11h K=5.6 165 13'-7 K=5.6 182 13'-11h K=5.6 183 13 ' -7. K=5.6 206 12'-6h K=5.6 207 12'-6 K=5.6 208 12'-6 K=5.6 209 12'-6 K=5.6 210 11'-6 K=5.6 213 11'-6 K=5.6 227 12'-6h K=5.6 421 12'-6~ K=5.6 229 12'-6 K=5.6 428 12'-8 K=5.6 431 12'-6~ K=5.6 432 12'-B K=5.6 DISCHARGE (g~m) 63.850 48.310 44.070 47.598 46.657 47.527 46.681 44.121 11.407 7.932 '10.531 65.892 40.416 45.104 36.682 44.939 10.441 9.742 9.287 8.424 7.569 7.000 10.235 9.729 9.463 7.012 9.091 8.180 344.12 35.60 37.61 33.92 37.54 18.10 17.48 17.07 16.25 15.41 14.82 17.92 17.47 17.23 14.83 16.88 16.02 1997-2004, M.E.P.CAD, Inc. 10/19/04 15:49:58 Page 4 · Job Numbex: 472: HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss .Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Sunm~ry Upstream Tot. Length BL 1.0490 14.82 5.50 C=120 0.07470 2'-6 Pf 0.933 213 11'-6 14..82 5.6 7.000 K=5.6 10'-0 Pe -0.000 44 11'-6 7.932 2T 12'-6 Pv BL 1.3800 30.22 6.48 C=120 0.07346 6'-7 Pf 0.925 44 11'-6 7.932 6'-0 Pe -0.434 209 1~' ~ 2E 12'-7 Pv ~ -u. 8.424 BL 1.6100 46.48 7.32 C=120 0.07688 ll'-2h Pf 0.861 209 12'-6 16.25 5.6 8.424 K=5.6 Pe 0.002 208 12'-6 9.287 ll'-2h Pv BL · 2.0670 63.54 6.08 C=120 0.04061 ll'-2h Pf 0.455 208 12'-6 17.07 5.6 9.287 K=5.6 Pe 207 12'-6 9.742 ll'-2h Pv BL 2.0670 81.02 7.75 C=120 0.06366 lt'-2h Pf 0.713 207 12'-6 17.48 5.6 9.742 K=5.6 Pe -0.013 206 12',6~ 10.441 ll'-2h Pv BL 2.0670 99.12 9.48 C=120 0.09243 0'-6h Pf 0.974 206 12'-6h 18.10 5.9 10.441 K=5.6 10'-0 Pe -0.009 41 12'-6~ 11.407 Tee 10'-6h Pv BL 2.0670 199.46 19.07 C=120 0.33702 43'-11h Pf 33.350 41 12'-6h 11.407 55'-0 Pe -0.686 21 14'-1~ 44.070 5E,3T 98'-11h Pv RN 2.0670 199.46 19.07 C=120 0.33702 l'-lh Pf 3.751 21 14'-lb 44.070 10'-0 Pe 0.489 20 13'-0 ' 48.310 Tee ll'-lh Pv CMl 3.2600 344.12 13.23 C=120 0.10051 57'-4b Pf 8.603 2{) 13'-0 48.310 28'-2h Pe 6.936 4 -3'-0 63.850 3E 85'-7 Pv UG 6.0900 344.12 3.79 C=150 0.00317 76'-5 Pf 2.042 4 -3'-0 63.850 Pe 1 -3'-0 65.892 B=-l.8,s 76'-5 Pv · ...- Route I -oo.- BL 1.0490 14.83 5.50 C=120 0.07482 ll'-Sh Pf 1.174 428 12'-8 14.83 5.6 7.012 K=5.6 4'-0 Pe -0.006 432 12'-8 8.180 2E 15'-8h Pv BL 1.3800 30.85 6.62 C=120 0.07629 11'-2~ Pf 0.854 432 12'-8 16.02 5.6 8.180 K=5.6 Pe 0.056 431 12'-6~ 9.091 11'-2~ Pv BL 1.6100 47.73 7.52 C=120 0.08076. 9'-9~ Pf 1.438 431 12'-6~ 16.88 5.6. 9.091 K=5.6 8'-0 Pe 0.003 250 12'-6~ 10.531 Tee 17'-9~ Pv BL 2.0670 100.34 9.59 C=120 0.09455 9'-3 Pf 0.876 250 12'-6h 10.531 Pe 41 12'-6~ 11.407 9'-3 Pv ''''' Rotlte~ -..-- BL 1.0490 15.41 5.72 C=120 0.08030 4'-6h Pf 0.364 210 11'-6 15.41 5.6 7.569 K=5.6 Pe 0.000 44 11'-6 7.932 4'-6h Pv .-..-. Route 3 ...-. BL 1.3800 17.23 3.70 C=120 0.02597 11'-2~ Pf 0.291 ~o 12'-6 17 ~ 5 6 9.463 K=5.6 Pe -0.024 421 12'-6.~ 9.729 ll'-2h Pv BL 1.6100 34.69 5.47 C=120 0.04476 ll'-2h Pf 0.501 421 12 -6~ 17 47 5 6 ~.7=~ K=5.6 Pe 0.004 ~ 12'-6~ _. Pv ==7 10.235 ll'-?h BL 2.0670 52.61 5.03 C=120 0.02864 0'-6~ Pf 0.302 227 12'-6h 17.92 5.6 10.235 K=5.6 10'-0 Pe -0.006 25'3 12'-6~ 10.531 Tee 10'-6~ Pv ..... Route 4 ..... ~ © 1997-2004. M.E.P.CAD? Inc. 10/19/04 15:49:58 Page 5 Job Number:. 4722 Pipe Type Diameter Flow Velocity ~WC Fric. Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Tot. Length BL 1.0490 33.92 12.59 C=120 0.34574 10'-gh Pf 3.734 182 13'-11~ 33.92 5.6 36.682 K=5.6 Pe . 164 13'-11~ 40.416 10'-9~ PV BL 1.3800 69.52 '14.91 C=120 0.34302 10'-9h Pf 3.705 16.4 13'-11~ 35.60 5.6 40.416 K=5.6 Pe 356 13'-llh 44.121 10'-9h Pv BL 1.6100 69.52 10.96 C=120 0.16192 7'-8 Pf 2.537 356 13'-11~ 5.6 44.121 8'-0 Pe 27 13'-11~ . 46.657 Tee 15'-8 Pv RN 2.0670 69.52 6.65 C=120 0.04795 0'-11~ Pf 0.525 27 13'-11~ 46.657 10'-0 Pe 0.415 2C 13'-0 47.598 Tee 10'-11%~ Pv CMl 3..2600 144.67 5.56 C=120 0.02023 35'-2~ Pf 0.712 26 13'-0 47.598 Pe 20 13'-0 48.310 35'-2~ Pv ..... Route 5 ..... EL 2.0670 37.54 3.59 C=120 0.01534 10'-9~ Pf 0.166 183 13'-7 37.54 5.6 44.939 K=5.6 Pe 165 13'-7 45.104 10'-9~ Pv BL 2.0670 75.15 7.19 C=120 0.05539 18'-5h Pf 1.577 165 13'-7 37.61 5.6 45.104 K=5.6 10'-0 Pe 29 13'-7 46.681 Tee 28'-5~ Pv RN 2.0670 75.15 7.19 C=120 0.05539 0'-7 Pf 0.587 29 13'-7 46.681 10'-0 Pe ' 0.259 28 13'-0 47.527 Tee 10'-7 Pv CMl 3.2600 75.15 2.89 C=120 0.00602 11'-10 Pf 0.071 28 13'-0 47.527 Pe 26 13'-0 47.598 11'-10 Pv · .--. Route 6 ..,.- Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi Length: Foot Friction Loss:, psi/Foot HWC: Hazen-Williams Constant. Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pr: Velocity pressure at a point in a pipe ~' © 1997-2004, M.E.P.CAD, Inc. 10/19/04 15:49:58 Page 6 Job Numl~r: 4722 HYDRAULIC GRAPH .~ta. tic pressure 67.500 . , 3ystem demand curve 4O 30 20 10 0 G00~ 900 1~ 1~ 1~ 21~ 2~ ~ 3000 Supply at Node 1 Static pressure: 67.500 Residual Pressure: 2733.30 ~} 61.200 System Demand: 344.12 ~ 65.892 System Demand with hose streams: 444.12 ~} 65.892 1997-2004, M.E.P.CAD, Inc. 10/19/04 15:49:58 Page 7 Job Number: 4722 Hydraulic Flow Diagram o 1997-2004, M.E.P.CAD, Inc. 10/19/04 15:50:06 Page ~ob Num~. ~722 Hydraulic Flow Diagram 1997-2004, M.E.P. CAD, Inc. 10/19/04 15:50:22 Page 9 Application Number ........ 04-1000022I Pin number . .. ........ 613262 Property Address . ; ... ;...'..' ; 1'0150 STOCKDALE :HWY~:'. ATN (11 Digits): - Application description ... . FIRE DEPT Subdivisions. Name . .. , .... Property Use ,. ....... Application valuation .... Owner Date 11/04/04 Contractor ........................ CONTROL FIRE PRoTECTION&DESIGN 61~0 MEDIO LUNA AVENUE BAKERSFIELD CA 93306 Permit ..... . . FIRE SUPPRESSIONPERMIT · Additional desc . · .-: : Phone Access Code'. 286955 Permit Fee .~ 192.00 Plan Check Fee . . 76.80 Issue Date . ...; . 11/0~/04 . Valuation . . .. . .: . 0 Expiration Date .... 5/0~/05 -. Fee.summary Char~ed Paid 'Credited Du~D '"Permit Fee Total 192.00 i92.00" .00 ' .'00 Plan Check T~tal" 76.80 76.80 ': '' .00. ;00 Grand Total 268.80 268.80 .00 .00 CALL FOR INSPECTION. (661) 326-3979 Please state the Perm'it Number, the j0b Address, and the ' Type of Ispection. Requests for inspections should be made at least 24 (twenty-four)hours in advance.' Inspectors office hoars am: 7 am to 5 pm Monday thru Friday DECLARATIONS Permit is issued in accordance withall applicable Federal, Sate and Local Odnances. The permitee has propedy signed and dated the reverse side of this form ,- This permit expires after 180 d~ys of inactivity. '"1' h'ave reviewed the above aPPlication, and find it to be correct/complet.e: Permitee Date rq Yes : ~ No. Will'the applicant or fumr~ occupant handie ~rd~ds:~ri~l 0r ~mixtu~0~mi~i-rig iA ha~uslmaterial equai 'to Or g'reater thas~'the hm~un/s sPeCified on: the ' ra yes:" ca N~J. i Wiil the pi'0{~°~;d i~uilding or modified focil!tY tmi~iti4i"~i000 t~et oftl~e °ut;r ~us~dary ~}fa SchOOl? ' - · . ca Yes o No ': ·Will the intended use of thc building by the a~Plie~l'0r futu~ building OCcuPant require; a Permit for construction or modification from the Kern County Air Pollution Control District (KCAPCD) or from the Cit~ of Bak. Fire D~pt? See checklist for guide nes. ~1 Yes Q No . I have mad thc Hazardous Material Guide and KCAPCD Permitting Checklist. I understand my requirements under the Calif . i'{eal~h and Safety Code Sec. &95 and CalifGovt. Sec. 65850 and the requirements of the City of Bakersfield Fire Dept. regarding hazardous malerials. OWner or Authorized Agent .... Phone No ±; Date DECLARATIONS: The declarations below are mandated by the State of California under Section I ~81S of the Health and Safety Code. LICENSED CONTRACTOR'S DECLARATION' ' I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of the Divi~'ion 3 of the Business and Professions Code and my license is in fi~ll three and effect. Lic. Class Lic. No. Exp. Date' Contractor's Signature Date 'OWNER-BUILDER DECLARATION I hereby aflirro that under penalty of perjury that I am exempt from ~he Contractor's License LaTM for the t~llowing reason (Sec. 703 l.$ Business and Professions Code: Any city or couhty which requires a permit to co?struct, alter, improve, demolish, or repair any structure prior to its issuance also requires the applicant lbr such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Cgntmctor's License Law (Chapter 9 co,nmencing with Section 7000 of D{vislon 3 or the Business and Professions Code) or that he or she is exempt therefrom and the basis for thc alleged' exemption. Any violation of Section 7031 .~ by any'applicant Ibr a permit subjects.the applicant to a civil penalty of not more than five hundred dollars ($$00)): __ 'I, as owner of the propel4y, or my employees With wages as their sole compensation, will do the work and the siructure is not intended or ofl'ered Ibr sale (Sec. 7044 Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself through.his or her own employees, provided that such improvements are not intended or oflLn-tx/I~r sale. II; however, the building or improve- ment is. sold within one year of completion, the owner-builder will have the burden of proving that he or she did not build or improve lbr thc puqx)sc of sale)· -- !, as owner of the property, am exclusively contracting with licensed contractors to construct the project ( Sec. 7044 Business and Professions Code: Thc Contractor:s License Law does not apply to an owner or'property who builds or imp.roves thereon and who.contracts tbr such project with a contractor(s) licensed pursuant to thc ConWactor Li~:ense Law). __ I am exempt under Sec. B.& P.e. for this reason ' ' · Owner Signature Date WORKER'S COMPENSATION DECLARATION I h.,ereby affirm that under penalty of per. jury one of.the/bllowing_di:clarations: __ I have and will maintain a certilicate ofconsent to self-insure lbr workers' compensation~ as provided tbr by section 3700 of the Labor Code, lk~r thc pcrlbnnance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code. for the performance of thc work Ibr which.thls permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy No. I certil~, that in the performance of the work tbr which this permit is issued, I. shall not employ any person in any manner so as to become subject to thc wnrkc~' compensation laws of Califoroia. and agree that if I should become subject to the workers' compensation provisions of Section 3700 of thc Labor Code. I shall tbnhwith comply with those provisions. Applicant: .- ' Date· WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUl,, AND StiAI,L SU ILIECTAN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FI NES UP TO ONE HUNDRED THOUSAND DOLLARS {$100,000) IN ADDrI'ION TO THE COST OF COMPENSATION~ DAMAGES AS PROVIDED FOR IN SECTION 370~i.OF THE LA?OR CODE, INTEREST, AND ATTORNEY'S FEES CONSTRUC'I:iON LENDINGAGENCY . . . '. · .' · . · .~.. · I hereby afl]tm that there is a construction lending agency ibr the performance of the work for which this per'it is issued {Sec. 3097 Civ. C.). Lender's Name-.. .' ": ' Lender's Address : : :i .,':::':.i:":. '!':: '':. · I cerql~' that thane read this applic'atio~t at~dstate that the inl~rmatio~ coatained Iterebi i$ ~rrec~. I agree to comp~r With all cio* or~lbta~ce$ a.dstate laws ~rlating to building co.$tnwtio. fiere~v attthorize represeutati~ oJ'the ciO~ to ott~ t~e a~meuti~e!/.Pro~o'.lbr i~ts~cti~t ptt~es. x , ", ., '. i ~ "-' ' : .......... .. Date :" '" SignatUre of Applicant or Agent APPROVED BUILDING DIRECTOR By