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Home My WebLink About3401 CHESTER AVENUE MOD 2012HOODS ALARMS SPRINKLER SYSTEMS SPRAY BOOTH AST UST Permit No. Permit No. Permit No. Permit No. Permit No. Permit No. File Number: C Date Received: — — /,z SYSTEM: New Mod. Commercial Hood System Fire Alarm System Fire Sprinkler System Spray FWsh System Aboveground Storage Tank Underground Storage Tank minor modification nderground Storage Tank removal Underground Storage Tank Other: Comments: Address: '35 0 l S . c-er' 4'e, Bakersfield, CA 933 Business Name: BUILDING SQUARE FEET: Building Sq. Feet: Calculation Bldg. Sq. Ft: 2. 3. 4. INSPECTION LOCa Date Time Signature Signature CORRECTION NOTICE BAKERSFIELD FIRE DEPARTMENT, 26 "97 PREVENTION SERVICES DIVISION' a 2101 H STREET 661) 326 -3979 CGiCSTE-i2 C 9vo/1 Location: 390/ S, „C`'IESTE/1 4 vG 31,2 s)4 `c /,-/ 0 You are hereby required to take the following action at the above location: CORRECT & CALL FOR REINSPECTION CORRECT & PROCEED M!;E 41 fo Avg /U"A i0`-/ P/P czR d 6iU 7-vw K C> Al -r2.v/G Completion Date for Corrections: Received by: Inspector: 1pspector Medina Initial C Desk Phone: 326 -3682 Date: 3 / / 3 from 8:00am to 8:30am) KBF -9229 . nibaM 1 1 STRUCTURAL CALCULATIONS FOR GROUND MOUNTED VAPOR RECOVERY TANK 3401 SOUTH CHESTER AVENUE BAKERSFIELD, CALIFORNIA JOB NO. 12012 FOR: FRANZEN -HILL DATE: 6/19/12 CONTENTS CONFIGURATION ........... ............................... 1 WIND LOADING ................... ..............................1 SEISMIC LOADING ....... ............................... 2 SEISMIC COEFFICIENT ... ..............................3 ANCHORAGE .......... ..............................4-12 FOUNDATION ........... ............................... 13 DETAILS ................... ............................... 14 Adam B. Ennis, P.E. C47262 3042 South Tipton Court Visalia, California 93292 Phone: (559) 679 -5872 Fax: (559) 739 -1993 E -Mail: abepe@sbcglobal.net t CAL1Y l %!jff0' /% 1 h 1 vy= VAAaf2. R covFR;' 3ic. ii I 7"A bb // rE ouNt-SaTfaA/ Kam.. K cA..``` c T - / / ] / - o/ =! mss` A J ..F -.. J EG - / /` (O r'.1 . __IC: /C ..' -ti riV _..- / -', I,. .. L7. /'-t:V CAT: 1449 j Srcvo 7-ft 0 G',4oc.N S routir 16,4 ieN -vr. 33 ' 33 sT," Low- l tc>N U i o Sfls l w LbN _3 qa aa9 7. g3.ti 9 L L -"- oC.JI std b / e s v A- 314 Conterminous 48 States 2009 International Building Code Latitude = 35.324636 Longitude = - 119.009673 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa sec) (9) 0.2 1.209 (Ss, Site Class B) 1.0 0.444 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 35.324636 Longitude = - 119.009673 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D - Fa = 1.017 ,Fv = 1.556 Period Sa sec) (g) 0.2 1.229 (SMs, Site Class D) 1.0 0.691 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 35.324636 s-/ %C GpC} T-/C> Longitude = - 119.009673,3 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3_x SMs.and SD1 =.2/3 x SM1 Site Class D - Fa = 1.017 ,Fv = 1.556 Period Sa sec) (g) 0.2 0.819 (SDs, Site Class D) 1.0 0.460 (SD1, Site Class D) 0 0 G1qouiv6 m6c,e- Imb 3461 5- -hles7rRAVe--. 7114 u RS '- ci9 S t= Graft 4 T4 -ToA s.R FETY AA)e llf A, T-CN tar) /u F-EQ = &13 "f /- s1.1 A1Av(:fl v= a1 '7 # A /9H= _ FOtA^rbAT /O'*) 49 t,vnAs i CAS C v1 #t A AJ 5T- N NO9-5' G,QL uZ -A T-O, ZAsE 6 a""'Or S'1,PSbiIU 5'1fDrV/3DLT ti v 5 9 14F -,-k Anchor Calculations Anchor Selector (Version 4.8.0.0) Job Name: Vapor Recovery Tank Date/Time : 6/19/2012 6:51:19 AM 1) Input Calculation Method: ACI 318 Appendix D For Cracked Concrete Code: ACI 318 -08 Calculation Type: Analysis Code Report: ESR -3037 a) Layout Anchor: 1/2" Strong -Bolt 2 Number of Anchors: 1 Steel Grade: Carbon Steel Embedment Depth: 3 in Built -up Grout Pads: No Cvl Cvl Cy2 Cy1 1 ANCHOR Nua IS POSITIVE FOR TENSION AND NEGATIVEFOR COMPRESSION. INDICATES CENTER OF THE ANCHOR Anchor Layout Dimensions cx1 :8 in cx2.40in cyl : 40 in cy2:8in bx1 : 1.5 in bx2 : 1.5 in by, :1.5 in by2 : 1.5 in about:blank 6/19/2012 b) Base Material Concrete: Normal weight fc : 2500.0 psi Cracked Concrete: Yes C v : 1.00 Condition : B tension and shear Fp : 1381.3 psi Thickness, h.: 8 in Supplementary edge reinforcement: No c) Factored Loads Load factor source: ACI 318 Section 9.2 Nua : 114 lb Vuax : 55 lb Vuay : 0 lb Mux : 0 Ib *ft Muy : 0 Ib *ft ex: 0 in ey:0in Moderatethigh seismic risk or intermediate /high design category: Yes Apply entire shear load at front row for breakout: No d) Anchor Parameters From ESR -3037 : Anchor Model = ST132 -50CS da = 0.5 in Category = 1 hef = 2.5 in hmin = 5.61 in cac = 6.72 in cmin = 4 in smin = 4 in Ductile = Yes 2) Tension Force on Each Individual Anchor Anchor #1 N ual = 114.00 lb Sum of Anchor Tension ENua = 114.00 lb ax = 0.00 in ay = 0.00 in e'Nx = 0.00 in e'Ny = 0.00 in 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor. Anchor #1 V ual = 55.00 lb (V ualx = 55.00 lb , V ualy = 0.00 lb ) about:blank 6/19/2012 Ell Sum of Anchor Shear IVu = 55.00 lb, EVuay = 0.00 lb elvX = 0.00 in e'Vy = 0.00 in 4) Steel Strength of Anchor in Tension [Sec. D.5.11 Nsa = nA se futa [Eq. D -3] Number of anchors acting in tension, n = 1 Nsa = 12100 lb (for a single anchor) [ ESR -3037 ] 0.75 [D.4.4] Nsa = 9075.00 lb (for a single anchor) 5) Concrete Breakout Strength of Anchor in Tension [Sec. D.5.2] Ncb — ANc /ANco "ed,N 'yc,N 'Ycp,NNb [Eq. D-4] Number of influencing edges = 0 hef = 2.5 in ANco = 56.25 in2 [Eq. D-6] ANc = 56.25 in2 Smallest edge distance, ca,min = 8.00 in Yed,N = 1.0000 [Eq. D -10 or D -11] Note: Cracking shall be controlled per D.5.2.6 Yc,N = 1.0000 [Sec. D.5.2.6] Tcp,N = 1.0000 [Eq. D -12 or D -13] Nb = kc?, q f ' c hef1.5 = 3359.92 lb [Eq. D -71 kc = 17 [Sec. D.5.2.6] Ncb = 3359.92 lb [Eq. D-4] 0.65.[D.4.4] Oseis = 0.75 ONcb = 1637.96 lb (for a single anchor) 6) Pullout Strength of Anchor in Tension [Sec. D.5.31 Neq = 30621b (fd2,500 psi)0.5 = 3062.00 lb 0.65 Oseis = 0.75 ONeq = 1492.73 lb (for a single anchor) 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] about:blank 6/19/2012 Concrete side face blowout strength is only calculated for headed anchors in tension close to an edge, Cal < 0.4hef. Not applicable in this case. 8) Steel Strength of Anchor in Shear [Sec D.6.1] Veq = 6510.00 lb (for a single anchor) [ ESR -3037 ] 0.65 [D.4.4] Veq = 4231.50 lb (for a single anchor) 9) Concrete Breakout Strength of Anchor in Shear [Sec D.6.2] Case 1: Anchor checked against total shear load In x- direction... Vcbx = Avcx/Avcox'1'ed,V'1'c,V'Yh,V Vbx [Eq. D -21 ] Cal = 26.67 in (adjusted for edges per D.6.2.4) Avcx = 384.00 in2 AvCOx = 3200.00 in2 [Eq. D -23] 1'ed,V = 0.7600 [Eq. D -27 or D-28] Tc,V = 1.0000 [Sec. D.6.2.7] 1'h V = (1.5cal / ha) = 2.2361 [Sec. D.6.2.8] Vbx = 7(le/ da )0.24 daX4 fc(cal)l.5 [Eq. D -24] le = 2.50 in Vbx = 47021.90 lb Vcbx = 9589.15 lb [Eq. D -21] 0 = 0.70 seis = 0.75 OVcbx = 5034.30 lb (for a single anchor) In y- direction... Vcby = Avcy/AvcoyTed,VTc,VTh,V Vby [Eq. D -21] Cal = 8.00 in Avcy = 160.00 in2 AvcOy = 288.00 in2 [Eq. D -23] Ted ,V = 0.9000 [Eq. D -27 or D -28] Tc,V = 1.0000 [Sec. D.6.2.7] Th,V = -4 (1.5cal / ha) = 1.2247 [Sec. D.6.2.81 about:blank 6/19/2012 V- 7(l/ d 0 2 d ?4 f c 1 5 Eby - (e a) a c( a1) [ q D -24] le =2.50 in Vby = 7726.49 lb Vcby = 4731.49 lb [Eq. D-21] 0.70 seis = 0.75 OVcby = 2484.03 lb (for a single anchor) Case 2: This case does not apply to single anchor layout Case 3: Anchor checked for parallel to edge condition Check anchors at cx1 edge Vcbx = Avcx/AvcoxTed,V'1'c,VTh,V Vbx [Eq. D -21 ] cal = 8.00 in Avcx = 160.00 in2 Avcox = 288.00 in2 [Eq. D -23] Ted ,V = 1.0000 [Sec. D.6.2.1 (c)] 1'c,v = 1.0000 [Sec. D.6.2.7] 1'h V = q (1.5ca1 / ha) = 1.2247 [Sec. D.6.2.8] Vbx = 7(le/ da )0.2 daX fc(cal )1.5 [Eq. D -24] le =2.50 in Vbx = 7726.49 lb Vcbx = 5257.21 lb [Eq. D -21] Vcby = 2 * Vcbx [Sec. D.6.2.1 (c)] Vcby = 10514.42 lb 0.70 seis = 0.75 OVcby = 5520.07 lb (for a single anchor) Check anchors at cyl edge Vcby = Avcy/Avcoy'I'ed,V'Yc,V'Yh,V Vby [Eq. D -21] cal = 26.67 in (adjusted for edges per D.6.2.4) Avcy = 384.00 in2 Avcoy = 3200.00 in2 [Eq. D -23] about:blank 6/19/2012 I'ed,V ° 1.0000 [Sec. D.6.2.1 (c)] A 6F 1'c,v = 1.0000 [Sec. D.6.2.7] h V = (1.5ca1 / ha) = 2.2361 [Sec. D.6.2.8] Vby = 7(le/ da )0.2 q daX pc(cal)1.5 [Eq. D -24] le = 2.50 in Vby = 47021.90 lb Vcby = 12617.30 lb [Eq. D -21 ] Vcbx = 2 * Vcby [Sec. D.6.2.1 (c)] Vcbx = 25234.60 lb 0.70 seis = 0.75 Vcbx = 13248.16 lb (for a single anchor) Check anchors at cx2 edge Vcbx = Avcx/Avcox`i'ed,V`t'c,V Vh,V Vbx [Eq. D -21 ] Cal = 26.67 in (adjusted for edges per D.6.2.4) Avcx = 384.00 in2 Avcox = 3200.00 in2 [Eq. D -23] Ted ,V = 1.0000 [Eq. D -27 or D -28] [Sec. D.6.2.1 (c)] 1'c,v = 1.0000 [Sec. D.6.2.7] Th V = (1.5ca1 / ha) = 2.2361 [Sec. D.6.2.8] Vbx = 7(le/ da )0.24 dakq fc(ca1) l.5 [Eq. D -24] le = 2.50 in Vbx = 47021.90 lb Vcbx = 12617.30 lb [Eq. D-21] Vcby = 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 25234.60 lb 0.70 seis = 0.75 OVcby = 13248.16 lb (for a single anchor) Check anchors at cy2 edge Vcby = Avcy /Avcoy`1'ed,VTc,VTh,v Vby [Eq. D -21] about:blank 6/19/2012 0 lylm Cal = 8.00 in D /R Agcy = 160.00 in2 Avcoy = 288.00 in2 (Eq. D -23] 1'ed,v = 1.0000 [Sec. D.6.2.1 (c)] Yc,V ` 1.0000 [Sec. D.6.2.7] Th V = 4 (1.5cal / ha) = 1.2247 [Sec. D.6.2.8] Vby = 7(le/ da )0.2 , dad' fc(cal )l .5 [Eq. D -241 le = 2.50 in Vby = 7726.49 lb Vcby = 5257.21 lb [Eq. D-21] Vcbx ` 2 * Vcby [Sec. D.6.2.1 (c)] Vcbx = 10514.42 lb 0.70 seis ` 0.75 Vcbx = 5520.07 lb (for a single anchor) 10) Concrete Pryout Strength of Anchor in Shear [Sec. D.6.31 Vcp = kcpNcb [Eq. D -29] kip = 2 [Sec. D.6.3.1] Ncb = 3359.92 lb (from Section (5) of calculations) Vcp = 6719.84 lb 0 = 0.70 [D.4.4] Oseis = 0.75 OVcp = 3527.92 lb (for a single anchor) 11) Check Demand /Capacity Ratios [Sec. D.7] Note: Ratios have been divided by 0.4 factor for brittle failure. Tension Steel: 0.0126 Breakout: 0.1740 Pullout: 0.1909 Sideface Blowout: N/A Shear Steel: 0.0130 Breakout (case 1) : 0.0273 Breakout (case 2) : N/A about:blank 6/19/2012 Breakout (case 3) : 0.0249 Pryout : 0.0390 V.Max(0.04) <= 0.2 and T.Max(0.19) <= 1.0 [Sec D.7.1] Interaction check: PASS Use 1/2" diameter Carbon Steel Strong -Bolt 2 anchor(s) with 3 in. embedment about:blank 6/19/2012 Z 3 4 419A., 741 oAj C- AS 3 , 'e 7. 13 yC7 0,13 MA-9 45t A--l- Aj r 7- I- / ivG A--l- 36 10'.6 GRouND MbwJ % ! ate /,;7, 1*114 CNGSTE2 AUE C sal r i2 s -i4 1`8 C/4S 7-AN14, L.EGs Flit /s J-El r4L 8„ Fo &AAJAA i iaad ly - al:lvlPN g ?-H a w/ a 11UrvTi.Lr' r`boT7i"'Je VWX E L EI T -I 0/).. co ak 4 4- RfF A F o OIF NEW GoNGpiET.. , c TAY xA lf siM PsaN sr alG 3wii - 74' AA r t, AA) 8„ Fo &AAJAA i iaad ly - f. UNDERGROUND STORAGE TANK PERMIT APPLICATION TO CONSTRUCT- INSTALL NEW TANK (NEW FACILITY) /NEW TANK INSTALL (EXISTING FACILITY) /MOD -MINOR MOD Permit # a -D -7ol BAKERSFIELD FIRE DEPARTMENT Prevention Services 2101 H Street Bakersfield, CA 93301 1W AP/ B/ Phone: 661-326-3979 . Fax: 661 - 852 -2171RfMT Page 1 of 1 TYPE OF APPLICATION: NEW TANK INSTALL/NEW FACILITY NEW TANK INSTALL/EXISTING FACILITY CHtI -K UNt UIVLY U MUU1t-IL.AI IUIV Ut- 1-AL_IL11 Y U M1NUK MUU1t-1CAI lUN Uf1AL1L11Y STARTING DATE/ Q PROPOSED COMPLETION DATE 1% FACILITY NAME v, PL EXISTING FACILITY PERMIT # - FACILITY ADDRESS_ C ZI TYPE OF BUSINESS /` / 1 / i APN # TANK OWNER PHONE # ADDRESS /7Ill// U - _ _ RACTOLRfj; CAE SE/ ADDRES_ °. Z rPHON BAKERSFIELD CITY BUSINESS LICENSE "# - WORKC M - IN U E' BRIEFLY DESCRIBE THE WORK TO BE DONE: WATER TO FACILITY PROVIDED BY '00- DEPTH TO GROUND WATER / (s+ SOIL TYPE EXPECTED AT SITE OFTANKS TO BE INSTALLED / V ` ARE THEY FOR MOTOR FUEL? SPILL PREVENTION CONTROL AND COUNTERMEASURES PLAN ON FILE? YES NO 4 YES NO THIS SECTION IS FOR STORAGE TANK IDENTIFICATION TANK # -, - ,VOLUME :,_.::` UNLEADED - -' REGULAR -.,y PREMIUM = ' DIESEL OTHER o- Tank Testing Company NAME OF TESTING COMPANY PHONE NUMBER MAILING ADDRESS NAME OF TESTER ICC# 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. NAME OF TESTER - ICCr' THIS APPLICATION BECOMES A PERMIT WHEN APPROVED FOR OFFICIAL USE OqrLY FD20 6 (Rev 08/09' BILLING & PERMIT STATEMENT BAKERSFIELD FIRE DEPARTMENT aF • o Prevention Services PERMIT # 2101 H StreetOfPARfI/I 1 Bakersfield, CA 93301 01-- Ar.1 -11A -1070 . 9: v fr.1_Ar.7_7171 All permits must be reviewed, stamped, and approved PRIOR TO BEGINNING WORK. Alarm - New & Modification (minimum charge) $280 Over 10,000 sq ft $0 .028 x sq ft 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) $470 Additional Hood 58 hood Commercial Hood - Minor Modification add /move nozzle 849b (inspection only) I Spray Booth (New & Modification) SITE INFORMATION L09A,TION OF PROJECT PROPERTY OWNER LYUS 180 /tank STARTING DATE COMPLETION DATE NAME PRO NAM ADDRESS PHONE# PR J ADDRESS S • 7 1C 7 crrY ,Ak, ER,SFI ELD STATE CA ZIP CODE CONTRACTOR INFORMATION 109 /tank CONTRAeYOR NAME CA LICENS # TYPE OF LICENSE EXPIRATION DATE PHONE # 878 /tank C U i3 6 2677 v CONTRA R COMPANY NATq FAX # 878 /site L ADDRESS CITY e' ZIP CODE I All permits must be reviewed, stamped, and approved PRIOR TO BEGINNING WORK. Alarm - New & Modification (minimum charge) $280 Over 10,000 sq ft $0 .028 x sq ft 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) $470 Additional Hood 58 hood Commercial Hood - Minor Modification add /move nozzle 849b (inspection only) I Spray Booth (New & Modification) 470 98 Aboveground Storage Tank (1 inspection per installation) AST 180 /tank 82 Additional Tank ATI 96 /tank 82 Aboveground Storage Tank (Removal, Mod,or Inspect'n) ATR 109 /tank 82 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 /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 standby 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 BILLING & PERMIT STATEMENT a..A._R r_Il S 1 _.l_8_L,_U PERMIT # `' A /IRE DEPARrmomr gwY' r BAKERSFIELD FIRE DEPARTMENT Prevention Services 2101 H Street Bakersfield, .CA 93301 Phone: 661 - 326 -3979 • Fax: 661- 852 -2171 All permits must be reviewed, stamped, and approved PRIOR TO BEGINNING WORK. • 4 ftanzen -Kill Corporation PEf 01100Natl1J•S17••C1War%CA932741939 1V71 (SS9) 088-2977 AY F THE F TVA VALLEY BUSINESS BANK 1WM &ohm r comr 1801 E Pr0S CA 83274 WWW 90 -4239 -1211 54312 Underground Storage Tank (Modification) MOD SITE INFORMATION AMOUNT LO TION OF PROJECT i PROPERTY OWNER 167 /site STARTING DATE COMPLETION DATE NAME PRO CT NAM /. ADDRESS PHONE # PROJECT ADDRESS 7 (( 5qc +— i IC..7 CITY gfk ICER S I El_D STATE CA ZIP CODE CONTRACTOR CONTRACTOR NAME CA LICENSE # TYPE OF LICENSE EXPIRATION DATE PHONE # 96 /hr 82 CONTRACTOR COMPANY NAMq FAX # 96 /tent f // G ADDRESS CITY l zrCl ZIP CODE 3AV All permits must be reviewed, stamped, and approved PRIOR TO BEGINNING WORK. • 4 ftanzen -Kill Corporation PEf 01100Natl1J•S17••C1War%CA932741939 1V71 (SS9) 088-2977 AY F THE F TVA VALLEY BUSINESS BANK 1WM &ohm r comr 1801 E Pr0S CA 83274 WWW 90 -4239 -1211 54312 FRANZEN -HILL CORPORATION 11. 0543 120 -1:1 2114 23971:00 5 1 100 164u• 9 f6 L 8 Underground Storage Tank (Modification) MOD DATE I Z AMOUNT q/ ter`- -- 01 FRANZEN -HILL CORPORATION 11. 0543 120 -1:1 2114 23971:00 5 1 100 164u• 9 f6 L 8 Underground Storage Tank (Modification) MOD 878 /site 82 Underground Storage Tank (Minor Modification) MTM 167 /site 1 ! 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 standby 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 FD2021 (Rey 05/11) BIiFJ:TNM AStI, TAp (>WEitAGRAL t' 1or vhf R£P a TTNCAL CI.EAx NR tao , wul TltM(» FLOAT WEC% YILtE TO'MNtO YE1tTr Hitt' T'R CAS INSTAl1AT1Gf1• ACTUAL * pk7tfAL aPROTECiK>;'t IHSTAA LAilvn5 It YARY Sg0m. FROk pfpgESEIRATIOH SIioWN• tERT{ WSYAI- QN0 ROTATE pR REt10YE i. SH)'L. Hat L009N, 12 katMcTOY fNSTALLET) YTS AND YCIG WASTRNiTY, l AsOYE cart# MAY OAMAG£ FACTifi YAFOR tR ET AGSM4T= lmoLbyINSTAUR) - cSURPUEO 1. TEE KITH PLUGqyd' NP,PLE • 4 l I j AI l tlS OA1" YN.YE . iI _ PM 04t23 Y YE.1ti P1PE5 f ! : PMX24 PM =2.5 I YAPGa TO4• REF. 1 I l l u S AS ftEQJtRED 4 llI I wo t at tit It OrT{ I l , a tie 0-91, °i 0.) I I i i I P/NLGnTZS t• LICAD6AIt O! M i l I p"sE MY ` P/H 2b l X61 FSUOR 0 i l MO p ; I > io e l } 501E;µy, BALL YALYFS isY•) To BE UL UST' D IMO UM`EALLOCKfEArX'lr- {nlpl_Ito p.zcvcAL y _ "s5l c PaESSURE - ly N6>f acfR4 3 - P t 7 MUST 9E 215CNSEA AT A /J M ll£ 111STXIM ANYAt" _ Ilptifi Z 1I MCM tktAJ'+E• O'.W THAT PM •, fEY Rtwatkp4l PUS BY""= YA A tS M ` r 4 St-GPE MAk1TIktf]7' me TTff ga£C4S - " TK Cpftt 0 \"I"( . is TW U= FOR tom ' CPL IHSTA1.11 t:I,1"WJ%M P*I- Z 3, .,... m ritrN..o.. ~• NR S tai Altapp- twEGnae//j A"" 990 -9942T.1Trn MA ii+e_ __.. ,1tAg17Y HAMNC ._ •!'.....r.r•!•+_ _ ..v a u N.T.& %al 0 ION PR J L C 3401 S C BAKERSFIELD,, CA 9330 Oj% twu. a roona o w ep: g9QQ 9945 20 i Q a Z Dv R, PLANZ CARwASH SITE PLAN.- r1AS[ a+ CUPS .. 2AF. 11 EVR System with Clean Air SeparatorVSTPhase omrxsVOW Exhibit 1 4rNan4 rH V aA no a /tr+ Manufact irerl Model Tec .. -` aun. T T2 f1Af rif . + t wt e t-mi MratTt, d t I Coaxial Curb Hose yr orr l+a" F„„ 1 WAX .rN.8cY1 VST Model VSTTA-EVR Series Coaxial Whip H¢5e Figure 1A -2) 09/M VST Model VSTA - EVR -SBK F3reakaway Coupling T MR r, tSWEDCMSEtnmcrEREft_ Ha n g ing Hardware Device as cm.) Clean Air SeparatornAlHODQ " O%p put — 9EOTt73• ararr N fJ rnrm 17i1aAtest7AOC79VISWCO tr a ar ugo'o ay t 8 q-a 2 ECR'j4 + U ; WE sr,wx 37 pronWrli IFsnflli" MANN, amp 1Qa1 Wf t I01SN11NG ;D' t D'°°mP'' 5_29 2UP PM ft ova .,, no lqT scr t otwr s 00t a,aos t CLEAN AIR SI"PARAT R ,SLA$ ft 11y+ o w snim '400MPlislatx+c " 1` far nve ) 2' oR o' t /oz 99 0-- 9.g4J... ur + ' Mir" „,,. ss'Ewa asr: Tbu oe t/a PA” q^0— 20 i Q a Z Dv R, PLANZ CARwASH SITE PLAN.- y```, t ilfii/lll tia iG P • > r tol) mod' LU n j C 47zt7 W 3 0 State of California Licensed Contractor ti 4:i G Z" rrr,'` AAAAi 11111111t11tt t` \`\ Franzen Hili Corporation CPdSS hCeUo B ColID40 A HU tp.Date 071MI2000 Slpltod BY= Bob J. Hill a F PRAWN CH IC EP PATE SGLILE j0B NO- SHEE"r sHa1l"If Executive Order VR -249 -A 11 EVR System with Clean Air SeparatorVSTPhase Exhibit 1 Equipment List Manufact irerl Model Com onent VST Model VS- -EVR -NB. Node Figure 1A -1) Rebuilt) VST Model VST - EVR -NB -R VST Model VD'V -EVR Series Coaxial Curb Hose Figure 1A -2) VST Model VSTTA-EVR Series Coaxial Whip H¢5e Figure 1A -2) VST Model VSTA - EVR -SBK F3reakaway Coupling Figure 1A -2) with Liquid Removal (Figure 1A -3) Ha n g ing Hardware Device SeparatorAirSep Healy ModelD andCleanAirSeparator 1A -5) Figures 1 Separator Healy Model x611 H Clean Air Sep Figures 1A y```, t ilfii/lll tia iG P • > r t ol) mod' LU n j C 47zt7 W 3 0 State of California Licensed Contractor ti 4:i G Z" rrr,'` AAAAi 11111111t11tt t` \`\ Franzen Hili Corporation CPdSS hCeUo B ColID40 A HU tp.Date 071MI2000 Slpltod BY= Bob J. Hill a F PRAWN CH IC EP PATE SGLILE j0B NO- SHEE"r sHa1l"If 7 b. J i t i1Gtrt Foci 9 i° V. AS t 3 l 3 f f: y```, t ilfii/lll tiaiG P • > r tol) mod' LU n j C 47zt7 W 3 0 State of California Licensed Contractor ti 4:i G Z" rrr,'` AAAAi 11111111t11tt t` \`\ Franzen Hili Corporation CPdSS hCeUo B ColID40 A HU tp.Date 071MI2000 Slpltod BY= Bob J. Hill a F PRAWN CHIC EP PATE SGLILE j0B NO- SHEE"r sHa1l"If Page 2 of 2 Required Information to describe Work to be performed of any Proposed or Existing Building Structure Required Information to describe Construction for a Permit for any Proposed or Existing Building Structure Construction (exterior walls / structure) Check boxes that apply and indicate number of Square Feet Rated Construction New Sq Feet Alteration Sq Feet New Bldg sq ft Tenant Improvement / Remodel sq ft Addition sq ft Alteration Specify : sq ft Other Change of Use From: To: sq ft Demolition Moved Bldg Repair Specify Type of Damage: sq ft Pre - Manufacture Home / Office / School / Assembly / Retail Temporary Construction Trailer sq ft El Other specify: TOTAL Sq Feet Sq Ft Required Information to describe Construction for a Permit for any Proposed or Existing Building Structure Construction (exterior walls / structure) Concrete (1) Metal (11) Masonry (III) H Timber (IV) Wood M Rated Construction Fire Rated Throughout (A) Non -Rated (B) Fire Sprinkler / Conditioned Space Fire Sprinklered Conditioned Space (sq feet): Required Information to describe Use for a Permit of any Proposed or Existing Building Structure Use Check boxes that apply and Indicate number of Square Feet Sq Feet Assembly Theater (A -1) Restaurant (A -2) Church / Recreation (A -3) Spectator (A-4 or A -5) sq ft Business General Office (B) Medical Office (B) Office Shell (B) sq ft Education School / Classroom (E) Day -Care (E) age >2 /: sq ft Factory Mod Haz (F -1) Low -Haz (F -2) (Specify speclfic use per 306.3): _ sq ft Hazardous High Hazard (H) sq ft Institutional Asst'd Living (1 -1) Nursing Home / OSHPD (1 -2) Detention (1 -3) Day Care (1-4) age <2 % sq ft Mercantile Retail (M) Retail Shell (M) sq ft Residential Hotel (R -1) Mult- Family (R -2) One / Two Family (R -3) Res Care (R-4) ambulatory sq ft Storage Mod Haz (S -1) Mini - Storage (S -1) Low Haz (S -2) (Specific Use per 311.3) s ft Utility Private Garage / Storage / Equip Carport s ft Utility Patio Canopy / Awning Deck Fascia sq ft TOTAL Square Feet Sq Ft Required Information for a Grading Permit and Grading Pre- Inspection Applicant is Required to Complete All the Following for an Application of a Grading Permit Specify the Acreage of Site Disturbance: Acres (Net) Total Site Acreage _ Acres (Gross) Specify the Quantities of: Cut Cubic yards Fill Cubic yards Stockpile Cubic yards Export Cubic yards Import Cubic yards Specify, location of site for Export / Import: Specify the maximum duration of Stockpile: Months and location: Specify one of the following (check box that applies): The site is accessible by the City Department inspector at all times. The site is not accessible by the City Department inspector at all times (i.e. loose dogs, locked gates, impassable terrain, etc.). If site Is not accessible, please provide the following: The name and hone number of the contact person for grading inspector to call to obtain access to the property. Name: Phone: Cell: PLEASE NOTE: That a $55.00 re- inspection fee will be charged If the Inspector cannot access the site on the first visit and delays in the plan review may result. Specify If any portion of the site is within the Hillside Ordinance boundaries: No Yes (Req'd Show on Plans) uocument cne=[St unTormationai Vnl Required to submit Com fete sets of plans with All sheets in set of plans Uniform in Size and minimum 24" x 30" drawn to scale El Architectural Plans consist of: 0 Site Plan Lj Floor Plan Lj Egress Plan Lj Disable Access Ceiling Plan Details Roof Plan Exterior Elevations Sections Schedules Landscape Plan Structural Plans consist of: Foundation Plan Roof & Floor Framing Plans Sections Details Grid Lines Utility Plans consist of: Mechanical Plans Plumbing Plans Electrical Plans Site Utility Plan Documents consist of: Structural Calcs Special Testing & Inspection Energy Calcs Energy T -24 Plan Grading Docs consist of: Grading Plans Hydro Calcs Soil /Geo Report 0 Hillside Info Bio Stud /HCP SWPPP 11 -20 -ox 1 City of Bakersfield Form No Development Services, Application forBuildingDivisionpP 1715 Chester Avenue Building PermitBakersfield, CA 93301 661 326 -3720 Attention: Separate permit and application Is required for each structure, tenant space or work performed. Permit shall include all structural, mechanical, plumbing and electrical work performed. Prior to acceatance of an Application for Building Permit, aQ building structures, including interior and exterior alterations, exterior signs and site modifications shall obtain City Planning Review, (lot with one single - family residence is exempt). Planna Print I anihiv or Tvne Project _Adires$: Tenant Suite / Bldg No: Planning Site Plan Review No: Exp Date Firm's Name: is silo: Business Na e: Assessors Parcel Number: PM / Tract / Phase Lot: ChLIAW State: I Zip: U Ratruirad Information when a Renistared Prnfessinnal has nrenarPrl anv dnri impnts fnr this nrniact Architect's / Engineer's Name: Registered Professional in Responsible Charge) License No: Exp Date Firm's Name: is silo: Phone: ( ) Address: Fax: ( ! Fax: ( ) City: State: I Zip: E -Mail: Required Information Prooertv Owner's information is always required for all Permit AnDlications Property Owner's Name: 7umber & Street Name: City, State & Zip: Phone: ( ) Owner- Builder? U Yes LJ No, Men contractor's Intormation is required pnor to issuance of a Building Permit Renuirpd Information of Contractor when there is no Reoistered Professional or Owner - Builder C ntractor's m Nfim r & treet acL css: Cgit, State & Zio:._ Phone: ( , 7 Firm's Name: is silo: a xp Date: mail: Fax: ( ! Rpfmirpnl Information Descrintinn of Senne of Work to ha Parfnrmpd Briefly describe the scope of work: Residential ® Non - Residential Grading Other specify: EW r tv "i 6an Misc. Grading / Drainage El Site Utilities / Alterations El Retaining Wall Fence Sign —Wall —Pole- Temporary Electrical Service Gas Meter / Test Mechanical Only Plumbing Only Electrical Only Permit WH Change -out AC Change -out Tank Tower Antenna Re -Roof Solar Panels Types Pool /Spa Res /Com Storage Racks Cargo Container Fireworks Booth Christmas Tree Lot Other Specify: yt? i 1xtt P cz-4 Vl( L It rN'SCgrg+r r &Il U t Applicant Required to Complete and Sign The following Individual has authority to amply for a permit and the information provided is true and correct. Applicant is, Check box that applies Architect Engineer Agent for Architect / Engineer Owner - Builder Agent for Owner Tenant Contractor A ent for Contractor Developer Other S eci ApplicaRtygrture Required: Applicant's Name (Print): Phone: ( SF1 Date- I Z For City Received By (Initials): Date: Permit No: r Total Valuation $ TOTAL Square Feet I J 11 Sq Ft Page 1 of 2 11.20 -08