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Home My WebLink About4540 EASTON DRIVE AST 2011HOODS ALARMS SPRINKLER SYSTEMS SPRAY BOOTH AST UST Permit No. Permit No. Permit No. Permit No. Permit No. Permit No. 11- 1661Y 67Fr0 ANNE File Number. 3=;--/ Date Received: to — I ( Address: 4 40 Bakersfield, CA 933. Business Name: -26d ' - Lt'oj -e_ o Lam, SYSTEM: I L BUILDING SQUARE FEET: New Mod. Commercial Hood System Fire Alarm System Fire Sprinkler System Spray Finish System Aboveground Storage Tank 0 Underground Storage Tank minor modification Underground Storage Tank removal Underground Storage Tank Other. Comments: Building Sq. Feet: Calculation Bldg. Sq. Ft: 1. 2. c cE O . 0-) 4. INSPECTION LOG Date Time Signature Signature BAKERSFIELD CITY FIRE DEPARTMENT -- INSPECTION RECORD Post this Card at the Job Site and DO NOT Remove for Duration of Work Inspection Request Phone No. (661) 326 -3979 UST NEW INSTALL DESCRIPTION DATE SIGNATURE BACKFILL L—:"j .+Q rj PERMIT NO. PRIMARY PIPE 44 Ak PHONE # Z -1 (o SECONDARY PIPE SECONDARY CONTAINMENT SENSORS AUTHORIZATION FOR FUEL ELECTRICAL SEAK -OFF TANK TESTING UST REMOVAL DESCRIPTION DATE SIGNATURE EVR UPGRADE MISC. ACTIVITY REMARKS: AST NEW INSTALL DESCRIPTION DATE SIGNATURE 1 MODIFICATIONS MINOR / MAJOR i AST REMOVAL DESCRIPTION DATE SIGNATURE PRIOR TO OPERATION OF ANY SYSTEM, ALL UST AND /OR AST SYSTEMS SHALL BE INSTALL, COMPLETE AND ACCEPTED BY THE BAKERSFIELD CITY FIRE DEPARTMENT. FIRE DEPARTMENT (FINAL) BUILDING ADDRESS: Q JOB DESCRIPTION: 5--' OCCUPANCY TYPE: OWNER: dd L—:"j .+Q rj PERMIT NO. CONTRACTOR: 44 Ak PHONE # Z -1 (o FD 1743 M 2010 CBC (2009 IBC) All design not shown below is by others 1000 gal. Propane Tank Anchorage Roofline Supply 4540 Easton Dr Bakersfield CA Contractor: Wholesale Fuels 6/16/2011 Sheet 1 of 'I Project No. 18001 Scope of Work: These calculations are for the seismic anchorage of a propane tank in Bakersfield, CA. Earthquake Design Data: Occupancy Category: II Latitude ( °): 35.3698 Sr. (g): 1.153 Importance Factor: 1.00 Longitude ( °): - 119.0532 Sl (g): 0.415 Site Classification: D Basic SFRS: Tank, Unbraced Legs Seismic Category: D Analysis Procedure: Equivalent Lateral Force Method Seismic Response Coefficient, Cs, FP /WP: 0.399 Design Base Shear, pQE (k): 2.41 Response Modification Factor, R, RP: 2.00 Wind Design Data: I i Occupancy Category: II Basic Wind Speed, 3- Second Gust (mph): 85 Importance Factor: 1.00 Building Enclosure Classification: NA Wind Exposure: C Internal Pressure Coefficient: NA Exterior Components and Cladding Design Pressure for Use by Others (psf) NA Design Dead Loads: Tank dead load, empty (k): 1.8 Propane specific weight (# /gal): 4.23 Tank volume (gal): 1000 Total tank dead load (k): 6.03 Soil Design Characteristics I Conservatively Assume 2/3 of 2010 CBC Table 1806.2 Class 5 Soil Allowable vertical soil bearing pressure (psf): 1000 Allowable lateral soil bearing pressure (psf): 66.7 le i•7 No. 52710 e Exp.6'30'1 2 7" 4 1000 gal. Propane Tank Anchorage Sheet d- of A/ Project No. 18001 Seismic Coefficient: ASCE 7 12.8, 15.4, 15.5.3: Non - building structure (tank, unbraced legs) Ss: 1.153 Fa: 1.04 SMS: 1.20 SDS: 0.798 St: 0.415 F,,: 1.59 SMJ: 0.66 Sol: 0.439 R: 2.0 I: 1.00 T (sec): 0.19 TL (sec): 12 00: 2.00 hn: 19.60 x: 0.75 Site Classification: D Cd: 2.50 Ct: 0.02 Seismic Category: D Code 12.8 -2 12.8 -3 12.8 -4 12.8 -5 12.8 -6 15.4 -2 Cs = 0.399 Cs = 0.40 1.18 75.80 0.01 0.10375 0.166 1 7Cs = 0.279 E (k): 2.41 Seismic forces govern by inspection. 1000 gal. Propane Tank Anchorage Sheet3 of 4 Project No. 18001 L 0.91) +1.6W +1.61-1 0.00 1 5.43 Load Combination Analysis IBC2006 /CBC2007 (LRFD) Governing Load (k) D(l), Vert: 6.03 D(2 ), Vert: 0 D(3), Vert: 0 D(4), Vert• 0 Svert: 0 LVert: 0 Lrvert: 0 QE (seismic): 2.41 0': 1 WHOrIZ 0 WVe,: 0 SDS: 0.798 P: 1 L.C. # Formula H. (k) Vu (k) 1 1.4(D + F) 0.00 8.44 2 1.2(D + F + T) + 1.6(L + H) + 0.5(Lr or S or R) 0.00 7.24 3 1.21) + 1.6(L,or S or R) + (L or 0.8W) 0.00 7.24 4 1.21) + 1.6W + L + 0.5(Lr or S or R) 0.00 7.24 L 0.91) +1.6W +1.61-1 0.00 1 5.43 LRFD /ASD Checking load combinations 5, 7 at propane tank, foundation overturning LC 5: QE Hu k : 2.41 Vu k : 8.20 Assume CG = centroid of equipment = H force application height Ht of CG (ft) = 2.15 bw (ft): 2.75 HT of tank (ft) = 4.29 Summing moments clockwise about point A: SM:2.41x2.15 +8.2x1.38 +By, ux2.75 =0 B u k: 6_0 Auk: 2.22 1000 gal. Propane Tank Anchorage Sheet Y of 4 Project No. 18001 2' -9" LC 7: Hu k: 2.41 Vu k: 4.46 Summing moments clockwise about point A: SM:2.41x2.15 +4.46x1.38 +BV, ux2.75 =0 Bu k:. 4_1 Auk: 0.35 No uplift: tank can be supported on ground with 5/8 "0 ground anchors or anchor bolts to conc. anchors: 4 Hu per anchor (k): 0.60 H per anchor (k): 0.42 Anch 0 (in): 0.625 Min edge dist (in): 6.25 H allow (k): 2.95 OK Check max bearing pressure: Assume tank frame evenly loads slab as line load B u (k): 6_0 P do (k): 4.60 Support L (ft): 15.00 Soil br'g w (ft): 0_5 F ksf): 1.00 fp (ksf): 0.61 OK r 7 v v D NNtla 7 Y a 4 Oi 6UN Ln 7 N3OTtl 07i6 Ln D C 3tlia CDF, LntlN 7n7 tl YC6N D iN N3 N C N DCt L 4 N VICINITY MAP APN: 332 - 332 -22 ti SITE PLAN 61/256" = 1' -0" ALL PROPERTY LINES AND DIMENSIONS SHOWN ARE RECOMMENDED TO BE VERIFIED WITH A BOUNDARY SURVEY PRIOR TO GON5TRUGTION APN: 332 - 332 -22 AUG 0 8 Z011 0 is a ro a 0N co co C3 0 ofa NW0N 0 o, 0 ULn 0V) 0 v 3 30 a o, a 0 0 ip i 0mc 3 LA CO Lnc v 0a cl6 YC6V 1 0 N v34- 0! 6Nd OS3 CL w mWrA:4 PROPOSED 1000 CAL. TANK (5Y OTHERS) E) 6" GONG. SLAB, 5EE 51TE PLAN U, EXISTING A.G. PAVINC7 TANK ACHORAGE SECTION TANK SUPPORT FRAME BY OTHERS DRILL (4) 3/4 " (Px5" DEEP HOLE AND PLACE W(P TREADED ROD TO FULL DEPTH IN HILTI HIT RE 500 5D EPDXY PER H ILT 15PEG I F I GATI ON5. IIAIue-1 1 L —i I DIA. TYPICAL PIPE BOLLARD DETAIL GONG. GROWN 6 "(P STD. PIPE FILL w/ GONG. COLOR A5 5EL. A.G. PAVING WHERE OCCURS) GEMENT WASH AT A.G. PAVING) GONG. SLAB WHERE OGCUR5) i / /- j 1000 gal. Propane Tank Anchorage Roofline Supply 2010 CBC (2009 IBC) 4540 Easton Dr Bakersfield CA Contractor: Wholesale Fuels All design not shown below is by others 6/16/2011 Sheet of Project No. 18001 Scope of Work: These calculations are for the seismic anchorage of a Propane tank in Bakersfield CA Earthquake Design Data: Occupancy Category: II Latitude ( °): 35.3698 Ss (g): 1.153 Importance Factor: 1.00 Longitude ( °): - 119.0532 Sl (g): 0.415 Site Classification: D Basic SFRS: Tank, Unbraced Legs Seismic Category: D Analysis Procedure: Equivalent Lateral Force (!Method Q Response Modification Factor, R, RP: 2.00 Wind Design Data: UJ Importance Factor: 1.00 Building Enclosure Classification: NA m Exterior Components and Cladding Design Pressure for Use by Others (psf) NA Design Dead Loads: Tank dead load, empty (k): 1.8 Propane specific weight (# /gal): 4.23 Tank volume (gal): 1000 Total tank dead load (k): 6.03 w IIAIue-1 1 L —i I DIA. TYPICAL PIPE BOLLARD DETAIL GONG. GROWN 6 "(P STD. PIPE FILL w/ GONG. COLOR A5 5EL. A.G. PAVING WHERE OCCURS) GEMENT WASH AT A.G. PAVING) GONG. SLAB WHERE OGCUR5) i / /- j 1000 gal. Propane Tank Anchorage Roofline Supply 2010 CBC (2009 IBC) 4540 Easton Dr Bakersfield CA Contractor: Wholesale Fuels All design not shown below is by others 6/16/2011 Sheet of Project No. 18001 Scope of Work: These calculations are for the seismic anchorage of a Propane tank in Bakersfield CA Earthquake Design Data: Occupancy Category: II Latitude ( °): 35.3698 Ss (g): 1.153 Importance Factor: 1.00 Longitude ( °): - 119.0532 Sl (g): 0.415 Site Classification: D Basic SFRS: Tank, Unbraced Legs Seismic Category: D Analysis Procedure: Equivalent Lateral Force (!Method Seismic Response Coefficient, C5, Fp /Wp: 0.399 Design Base Shear, pQE (k): 2.41 Response Modification Factor, R, RP: 2.00 Wind Design Data: Occupancy Category: 11 Basic Wind Speed, 3- Second Gust (mph): 85 Importance Factor: 1.00 Building Enclosure Classification: NA Wind Exposure: C Internal Pressure Coefficient: NA Exterior Components and Cladding Design Pressure for Use by Others (psf) NA Design Dead Loads: Tank dead load, empty (k): 1.8 Propane specific weight (# /gal): 4.23 Tank volume (gal): 1000 Total tank dead load (k): 6.03 Soil Design Characteristics Conservatively Assume 2/3 of 2010 CBC Table 1806.2 Class 5 Soil Allowable vertical soil bearing pressure (psf): 1000 Allowable lateral soil bearing pressure (psf): 663 PROPOSED TANK PLAN ENGEL & COMPANY n n iiaeers 4000 UNION AV9NUr- 5AKEKSFiEl.ra, CA 93305 661) 327.7025 El E1 I NOTES: Copies of all necessary test and inspection records shall be filed with b uilding official overseeing the project, as well as the registered design professional in responsible charge of the project, the engineer in charge of structural design and the soils engineer. All test specimens shall be consistent with the materials, mrkmanship and details to be used throughout this project, The contractor responsible for overseeing the construction of the main lateral force resisting systems on this project shall submit a written statement of responsibility to the building official and the owner prior to the commencement of work on that particular system that shall contain the following (per CBC 9706. 1) 9 Acknowtedgment of abvereness of the special requirements contained in the statement of special inspections 2 Acknowledgment that control will be exercised to obtain conformance with the construction documents approved by the building official 3 Procedures for exercising' control within the contractor's organization; the method and frequency of reporting and the distribution of reports 4 Identification and qualifications of the person(s) exercising such control and their position(S) in the organization. It shall.be the responsibility of the contractor to read and understand the above inspection. requirements and to coordinate the testing schedule with the appropriate testing agency:. GENERAL NOTES 2010 CALIFORNIA BUILDING CODE GOVERNS DESIGN AND CONSTRUCTION SCOPE OF WORK: THESE PLANS ARE FOR THE ANCHORAGE OF A NEW PROPANE TANK IN BAKERSFIELD, CA. ALL WORK NOT SHOWN ON THESE PLANS IS BY OTHERS. SAFETY REGULATIONS — CALIF. ADMIN. CODE, TITLE 8, GENERAL SAFETY ORDERS ( "CAL OSHA') IS APPLICABLE TO THE CONSTRUCTION OF THIS PROJECT AND PROVISIONS THEREOF MUST BE FOLLOWED. ENGEL & COMPANY ENGINEERS IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOBSITE. THESE RESPONSIBILITIES ARE INTENDED TQ BE AND TO REMAIN SOLELY THOSE OF THE BUILDER. ALL DIMENSIONS WHICH ARE DEPENDENT ON EXISTING CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. FOUNDATIONS ARE DESIGNED FOR A SOIL PRESSURE OF NOT MORE THAN 1000 PSF. STRUCTURAL STEEL — ALL PLATES AND SHAPES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36 OR ASTM A992. PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A501. STRUCTURAL TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE B. BOLTS SHALL BE ASTM A307 UNLESS THE PLANS SHOW OTHERWISE. BOLT HOLES BE 1/16" LARGER IN DIAMETER THAN THE BOLT, AUG 0 0 2011 STATEMENT OF SPECIAL INSPECTIONS Testing, Agency: Date: 8/812011 Project Name: ROOFLINE SUPPLY Owner: ROOFLINE SUPPLY Project Description: CONCRETE ANCHORAGE FOR, 1000 GAL, PROPANE TANK. Project Location: 4540 EASTON DRIVE City: BAKERSFIELD, CA R.D.Pi of Record: JOSEPH C. ENGEL Engel & Co. Job No., 18001 Architect: Soils Report by: File No.: Date: The special' inspector shall refer to the approved construction drawings, CBC 2010 Chapter 17 and the documents referenced therein to verify the following selected items.: STRUCTURAL STEEL (SEE CBC 2010 TABLE 1704.3) Frequency of inspection; check all applicable conditions Continuous Periodic HIGH STRENGTH BOLTS: REMARKS ID markings to conform to ASTM standards MNs certificate of compliance Bearing -type conditions Slip - critical conditions MATERIAL VERIFICATION:' ID markings to conform to AWS standards Mfr's certificate of compliance. WELDING: Complete & partial pen. groove welds Multipass fillet welds Single -pass Fillet welds ? s /rfi" Single -pass Fillet welds < s /rr` Floor and /or roof deck welds Verify weldability of reinf steel other than ASTM A 706 Reinf. steel- resisting flexural and axial forces in intermediate and special moment frames Boundary elements of special reinf. conk. ,shear walls and shear reinforcement Shear reinforcement Other reinforcing steel STEEL. FRAME JOINTS: Details such as bracing and stiffening Member locations Application of joint details at each connection- MISC. ITEMS Special inspection of all welding; bolting, screw attachment and holdowns associated with .Shear Walls constructed of cold- ioimed steel framing Verify the erection and fastening of arch'I cladding and veneers weighing more than 5 P5F Verify the anchorage and installation of suspended ceiling systems ENSURE THE PROPER INSTALLATION OF ALL POST INSTALLED CONC: ANCHORS El E1 I NOTES: Copies of all necessary test and inspection records shall be filed with b uilding official overseeing the project, as well as the registered design professional in responsible charge of the project, the engineer in charge of structural design and the soils engineer. All test specimens shall be consistent with the materials, mrkmanship and details to be used throughout this project, The contractor responsible for overseeing the construction of the main lateral force resisting systems on this project shall submit a written statement of responsibility to the building official and the owner prior to the commencement of work on that particular system that shall contain the following (per CBC 9706. 1) 9 Acknowtedgment of abvereness of the special requirements contained in the statement of special inspections 2 Acknowledgment that control will be exercised to obtain conformance with the construction documents approved by the building official 3 Procedures for exercising' control within the contractor's organization; the method and frequency of reporting and the distribution of reports 4 Identification and qualifications of the person(s) exercising such control and their position(S) in the organization. It shall.be the responsibility of the contractor to read and understand the above inspection. requirements and to coordinate the testing schedule with the appropriate testing agency:. GENERAL NOTES 2010 CALIFORNIA BUILDING CODE GOVERNS DESIGN AND CONSTRUCTION SCOPE OF WORK: THESE PLANS ARE FOR THE ANCHORAGE OF A NEW PROPANE TANK IN BAKERSFIELD, CA. ALL WORK NOT SHOWN ON THESE PLANS IS BY OTHERS. SAFETY REGULATIONS — CALIF. ADMIN. CODE, TITLE 8, GENERAL SAFETY ORDERS ( "CAL OSHA') IS APPLICABLE TO THE CONSTRUCTION OF THIS PROJECT AND PROVISIONS THEREOF MUST BE FOLLOWED. ENGEL & COMPANY ENGINEERS IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOBSITE. THESE RESPONSIBILITIES ARE INTENDED TQ BE AND TO REMAIN SOLELY THOSE OF THE BUILDER. ALL DIMENSIONS WHICH ARE DEPENDENT ON EXISTING CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. FOUNDATIONS ARE DESIGNED FOR A SOIL PRESSURE OF NOT MORE THAN 1000 PSF. STRUCTURAL STEEL — ALL PLATES AND SHAPES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36 OR ASTM A992. PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A501. STRUCTURAL TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE B. BOLTS SHALL BE ASTM A307 UNLESS THE PLANS SHOW OTHERWISE. BOLT HOLES BE 1/16" LARGER IN DIAMETER THAN THE BOLT, AUG 0 0 2011 BILLING & PERMIT STATEMENT BAKERSFIELD FIRE DEPARTMENT M E R 9 F I L D Prevention Services PERMIT # FIRE 2101 H StreetARrAr 41 S Bakersfield, CA 93301 oh.,..e• GG1 _ 27G_70 . Gov- AA1 _f2C7_'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) $ 96 (inspection only) 84 Spray Booth (New & Modification) SITE INFORMATION LOCATION OF PROJECT c PROPERTY OWNER w 0 1 180 /tank STARTING DATE COMPLETION DATE S- NAME h15Lk - l l l K L PROJE E E ADDRESS PH NE # [,LGiC7 PROJECT ADDRESS 40 ZASN•• l crry g C ER S E L STATE CA ZIP CODE CONTRACTOR INFORMATION 82 CONTRACTOR NA ' ` , CA LICENSE # TYP OF LICENSE EXPIRATION DATE PHONE # CONTRACTOPjC0j4PANY NAME AO FAX # ADDRESS' . • • l l tea, W S CITY ZIP CODE 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) $ 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 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 1 84