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Home My WebLink About4600 STINE Road_UST MINOR MOD 3.18.10HOODS ALARMS r° - SYSTEMS SPRAY BOOTH AST UST Permit No. Permit No. Permit No. Permit No. Permit No. Permit No. I IIIIIII VIII III IIII 53 File Number: Date Received: Address: Business Name: 4f cE) Bakersfield, CA 933--- N V4a -CiAC- 4- S SYSTEM: BUILDING SQUARE FEET: New Mod. ❑ ❑ Commercial Hood System ❑ ❑ Fire: Agar -Systean ❑ .❑ Fire Sprinkler System ❑ ❑ Aboveground Storage Tank ❑ Underground Storage Tank modification Underground Storage Tank removal Underground Storage Tank ❑ ❑ Other: Comments: Building Sq. Feet: Calculation Bid'. Sq. Ft: ,. y.z�idz5 3. 4. ?64L, 23 CG2 �Mtz ml 12 trolra'� Date Time Signature Signature -' _. I i i '� �, ` -� PLAN REVIEW LIST OF DEFICIENCIES Project: Walker Fuels Location: 4600 Stine Rd Date Received: 3/10/2009 . BAKERSFIELD FIRE DEPT. Prevention Services 8 B R S P I b 1501 Truxtun Ave. FIRE Bakersfield, CA 93301 ARM FIRE Tel.: (661) 326 -3979 Fax: (661) 852 -2171 Page 1 of 1 u Permit #: none issued (no fee paid) Date Reviewed: 3/13,16, 2009 i ne Miming items were notea as not meeting coae or conaitions of approvar Sheet / Pa. I Descriation / Reference Processing equipment located within 10 feet of property lines or building and within 20 feet of dispensers will require an approved protective enclosure ICFC 2206.7.9.2.21 The above referenced items shall be corrected before plan review can resume. If there are any questions, please call Craig Perkins at (661) 326 -3979. UNDERGROUND STORAGE TANK PERMIT APPLICATION TO CONSTRUCT- INSTALL NEW TANK (NEW FACILITY) /NEW TANK INSTALL (EXISTING FACILITY) /MOD -MINOR MOD IPermit # (,.Ao D TYPE OF APPLICATION: (CHECK ONF ONLY) BAKERSFIELD FIRE DEPARTMENT Prevention Services 1600 Truxtun Ave., Suite 401 B V B B Sp 7 X n Bakersfield, CA 93301 PIR! Phone: 661 - 326 -3979 • Fax: 661 - 852 -2171 ARIA/ ! Page 1 of 1 Li ❑ NNEEW� TANK INSTALL /NEW FACILITY 0 NEW TANK INSTALL/EXISTING FACILITY 1 l5d MODIFICATION OF FACILITY fV� f"foHAIQ�"f�lf]DTFTCAT7nN OF FAC TI TTY STARTING DATE/ PROPOSED COMPLETION DATE FACILITY NAME �J r 1 (/(Lf EXISTING FACILITY PERMIT # FACILITY ADDRESS �I / ^DD �( l� r ZIP C(jD23' , TYPE OF BU , ^ � � APN # TANK OWNER PHO 1 1 GE'J(.209 ADDRESS / , CI � f ZIP /J^ CONTRACTOR V � ADDRESS b r: 4 V ( 11 / 6V I � ! t l r,/J CITf� /( ,/r �" . °� 1 ZI%P; / ✓ Q V 261 /(,ice �,� (� WO�RRKKMMf�N� MP l V o - - 71 n� BRIEFLY DESCRIBE THE WORK TO BE DONE: rs CQ 51-f& - W1A,(A MU2 U AfG� 2C N@ WATER TO FACILITY PROVIDED BY n / /J DEPTH TO GROUND WATER / SOIL TYPE EXPECTED AT SITE # OF TANKS TO BE INSTALLED ARE THEY FOR MOTOR FUEL? ❑ YES ❑ NO SPILL PREVENTION CONTROL AND COUNTERMEASUR PLAN ON FILE? ❑ YES ❑ NO THIS SECTION IS FOR MOTOR FUEL STORAGE TANKS � TANK it VOLUME UNLEADED REGULAR - PREMIUM DIESEL AVIATION THIS SECTION IS FOR WON -MOTOR FUEL STORAGE TANKS TANKS* VOLUME UNLEADED REGULAR PREMIUM DIESEL AVIATION FOR OFFICIAL USE ONLY APPLICATION DATE FACILITY # # OF TANKS 77- THE APPLICANT HAS RECEIVED, UNDERSTANDS, AND WILL COMPLY WITH THE ATTACHED CONDITIONS OF THIS PERMIT AND ANY OTHER STATE, LOCAL, AND FEDERAL REGULATIONS. THIS FORM HAS BEEN COMPLETED UNDER PENALTY OF PERJURY, AND TO THE BEST OF MY KNOWLEDGE IS TRUE AND CORRECT. APPROVED BY _ APP CANT NAME (PRINT) n�Gr -,/ . P . �d l APPLI NT SIGNATU E n, THIS APPLICATION BECOMES A PERMIT WHEN APPROVED �`� �~ k4 1 y� FD2086 (Rev 06/07) 0 y9fiffifle i J o.�•. rn Open Top Screen Bottom Detail Drain Port 'L, NOTES. 1. Material, Steel 16 Ga. (2 Hour Fire Rated) ACCESS HINGE DIMENSIONS ARE IN INCHES INTERPRET DIMENSIONS AND TOLERANCE PER MIL-STD-100 AND ANSI Y14.5M XX a .03' .XXX - .010 ANGELS 12 0 REMOVEALL SURRSAND SHARP EDGES .005-015 /1506. �11�' PM1. 26 200 / 5.2b m so eso TOP ACCESS w50 .050 HINGE 5 PLC. 2! PLC. 56 O0 60 60 1.00 17. 16.50 2.55 DD 26 51. 0 25.60 a0 . 0.60 00 N P ��T � DRAIN WONT SIDE BACK 7.76 t SOMMVIEW OPEN POSn1ON BOTTOM BOTTOM VIEW OPEN California Hazardous Services, Inc. 3132 W. Adams Sh""t. Santa Ana, CA 92704 CSLS) 54 - DIMENSIONS ARE IN INCHES 4 (714)434 4 -989-999 5 INTERPRET DIMENSIONS AND TOLERANCE PER MILSTD -100 AND ANSI V14.5M 2 HOUR FIRE RATED .Xa- .03! .1oa= .010 STEEL ENCLOSURE FOR ANGELS 1n O. CARBON CANISTER REMOVE ALL BURRS AND SHARP EDGES FEE C F .005 -.015 -ENC07 aEV - sNEET 2 OF 2 KCJ Engineering Inc. 25431 Cabot, Suite 109 Client: California Hazardous Laguna Hills, CA. 92653 -55: Project: F -ENC07 Vent Line Enclosure Tel (949) 380 -8186 Date: 1/13/2009 Fax (949 ) 588 -1664 • Tank Designed by Others • See California Hazardous • Use 130 MPH Basic Wind Speed, Exposure C • All Steel to be A36 or Equal, UNO • Use 2006 International Building Code (2007 California Building Code) General Enclosure Dimensions H Total Enclosure Height W Total Enclosure Width L Total Enclosure Length H' Height to Vertical Centroid Loading General Enclosure Weiaht (Dead Load 16 Gauge design thickenss = 0.0566" Steel Density = 450 PCF Weight 16 Gauge sheet = 450 PCF x 0.0566 " 71 Total Weight = 2.13 PSF x 6'x 2'x 4 sides Seismic Assume Cs = 1 (Worst Case) Fp 70 in. 16 in. 21.5 in. 35 in. 2.13 PSF 103 lb 103 lb Steel Enclosure Page 1 KCJ Engineering Inc. 25431 Cabot, Suite 109 Client: California Hazardous Laguna Hills, CA. 92653 -55: Project: F -ENC07 Tel (949) 380 -8186 Date: 1/1312009 Fax (949) 588 -1664 Wind 130 MPH Basic Wind Speed, Exposure C (25' High Max.) F = %GCfAf 471.247388 lb Governs qx = 0.00256KZKrTKDVI 38.634752 PSF KZ 0.94 Ko 0.95 Kz-r 1 V 130 G 0.85 Cf 1.4 for H/D = 4.25 Af 10.25 FT "2 2112" Steel Tube Schedule 40 Sxx = 0.56 IN ^3 Allowable Moment = 21 ksi x 0.56 IN "3 = 11.76 K -IN Steel Enclosure Page 2 i Worst Case(s) 25' Hinh (Case A) P = 250# P = 250# R1 R2 24'-6" Mu = 11.9 K -IN R1 = 50# R2 = 450# (Case B) P = 250# P = 250# R1 R2 i v 21' -0 4' MAX Mu = 11.7 K -IN R1 = -23# R2 = 523# NOTE - TIE OFF MUST HAVE 525# CAPACITY AND MUST BE TIED BETWEEN 6" AND 4' FROM TOP OF STEEL ENCLOSURE Steel Enclosure J Page 3 •0 O aa.IIto ,/Moment - 99.9999 -250 -250 �.a i i �o i r 0.Onent -975 -250 -250 25 * Total applied concentrated load: -0.500 Kip * Total applied concentrated moment: 0.000 Kip Inch * Total applied distributed load: 0.000 Kip * SUPPORT REACTIONS 1 * Reaction at X= 0.000 Force= 0.052 Moment= 0.000 * Reaction at X= 294.000 Force= 0.448 Moment= 0.000 1 * * * * * * * * * * * * * * * * * * * * * * * * * * ** * DETAILS OF THE ANALYSIS * DISPLACEMENT AT OUTPUT POINTS At X= 0.000 Displacement= 0.00000 At X= 73.500 Displacement= - 48664.27181 At X= 75.000 Displacement= - 49512.51905 At X= 147.000 Displacement= - 76664.93483 At X= 150.000 Displacement= - 77070.31601 At X= 220.500 Displacement= - 63338.38030 At X= 225.000 Displacement= - 60718.66883 At X= 228.000 Displacement= - 56840.75892 At X= 294.000 Displacement= 0.00000 At X= 295.500 Displacement= 1492.25821 At X= 297.000 Displacement= 2982.66018 At X= 298.500 Displacement= 4472.04964 At X= 298.800 Displacement= 4769.87574 At X= 300.000 Displacement= 5961.19836 * SHEAR FORCES Coordinate Shear (LT side) Shear (RT side) X= 0.0000 - 0.0520 X= 73.5000 - 0.0520 - 0.0520 X= 75.0000 - 0.0520 - 0.0520 X= 147.0000 - 0.0520 - 0.0520 X= 150.0000 - 0.0520 - 0.0520 WinBeam By CAST TIME 01/08/09 11:52:38 Page: 3 f X= 220.5000 - 0.0520 - 0.0520 X= 225.0000 - 0.0520 - 0.0520 X= 228.0000 - 0.0520 0.1980 X= 294.0000 0.1980 - 0.2500 X= 295.5000 - 0.2500 - 0.2500 X= 297.0000 - 0.2500 - 0.2500 X= 298.5000 - 0.2500 - 0.2500 X= 298.8000 - 0.2500 0.0000 X= 300.0000 0.0000 * Total applied concentrated load: -0.500 Kip * Total applied concentrated moment: 0.000 Kip Inch * Total applied distributed load: 0.000 Kip * SUPPORT REACTIONS • Reaction at X= 0.000 : Force= -0.023 Moment= 0.000 • Reaction at X= 252.000 : Force= 0.523 Moment= 0.000 * *wwwwwwwwww *wwwwwwwwww * *w *w * DETAILS OF THE ANALYSIS wwwwwwwwwwww * *w *ww *wwww *�w ** * DISPLACEMENT AT OUTPUT POINTS At X- 0.000 Displacement= 0.00000 At X= 63.000 Displacement= 14283.56034 At X= 75.000 Displacement= 16536.02428 At X= 126.000 Displacement= 22911.29654 At X= 150.000 Displacement= 23529.63931 At X= 189.000 Displacement= 20227.38448 At X= 225.000 Displacement= 11438.43585 At X= 228.000 Displacement= 10422.85565 At X= 252.000 Displacement= 0.00000 At X= 264.000 Displacement= - 7352.57054 At X= 276.000 Displacement= - 15957.94098 At X= 288.000 Displacement= - 25384.11128 At X= 298.800 Displacement= - 34212.39667 At X= 300.000 Displacement= - 35199.15345 * SHEAR FORCES : Coordinate Shear (LT side) Shear (RT side) X= 0.0000 0.0226 X= 63.0000 0.0226 0.0226 X= 75.0000 0.0226 0.0226 X= 126.0000 0.0226 0.0226 X= 150.0000 0.0226 0.0226 ( WinBeam By CAST TIME : 01/08/09 11:52:50 Page: 3 l X= 189.0000 0.0226 0.0226 X= 225.0000 0.0226 0.0226 X= 228.0000 0.0226 0.2726 X= 252.0000 0.2726 - 0.2500 X= 264.0000 - 0.2500 - 0.2500 X= 276.0000 - 0.2500 - 0.2500 X= 288.0000 - 0.2500 - 0.2500 X= 298.8000 - 0.2500 0.0000 X= 300.0000 0.0000 i i .I WinBeam By CAST TIME 01/08/09 11:49:30 Page: 1 � I *++*+ + * + + + + + + + + + + + + * + + + + + + + + + + + + + + ++ * SUMMARY OF THE INPUT INFORMATION +++*+ + + + * + + + + + * + + * + + + + + + + + + * + + + + + + *+ t TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Feet Hinged support at X= 0.000 Hinged support at X= 24.500 * Total number of different materials 1 From X =, 0.000 to X= 25.000 E= 1.000 ksi * Total number of different sections 1 From X= 0.000 to X= 25.000 IX= 1.000 Inch * *4 * Note: loading acting directly at support will be ignored. * Total number of concentrated loads 2 Unit Lb Feet At X= 19.000 load P= - 250.000 Moment= 0.000 At X= 24.900 load P= - 250.000 Moment= 0.000 * SUMMARY OF THE RESULTS * LENGTH UNIT Inch ; FORCE UNIT : Kip * MAXIMUM VALUES • Max. displacement is 5961.19836 at X= 300.000 • Min. displacement is - 77070.31601 at X= 150.000 • Max. shear force is 0.19796 at X= 228.000 • Min. shear force is - 0.25000 at X= 295.500 WinBeam By CAST TIME : 01/08/09 11:49:30 Page: 2 I • Max. moment is 11.86531 at X= 228.000 • Min. moment is - 1.20000 at X= 294.000 * TOTAL APPLIED LOADS WinBeam By CAST TIME : 01/08/09 11:43:24 Page: 1 I ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * SUMMARY OF THE INPUT INFORMATION ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Feet i Hinged support at X= 0.000 Hinged support at X= 21.000 , * Total number of different materials 1 From X= 0.000 to X= 25.000 E= 1.000 ksi * Total number of different sections 1 From X= 0.000 to X= 25.000 IX= 1.000 Inch * *4 * Note: loading acting directly at support will be ignored. * Total number of concentrated loads 2 Unit Lb Feet At X= 24.900 load P= - 250.000 Moment= 0.000 At X= 19.000 load P= - 250.000 Moment= 0.000 * * * * * * * * * * * * * * * * * * * * * * * * ** * SUMMARY OF THE RESULTS * * * * * * * * * * * * * * * * * * * * * * * * ** * LENGTH UNIT Inch ; F( * MAXIMUM VALUES • Max. displacement is • Min. displacement is • Max. shear force is • Min. shear force is )RCE UNIT : Kip 23529.63931 at X= 150.000 - 35199.15345 at X= 300.000 0.27262 at X= 228.000 - 0.25000 at X= 288.000 j WinBeam By CAST TIME : 01/08/09 11:43:24 Page: 2 I , f * Max. moment is 0.00000 at X= 298.800 * Min. moment is - 11.70000 at X= 252.000 * TOTAL APPLIED LOADS