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Home My WebLink About2250 RUTHERFORD RD; ; CB092081; Permit~-City of Carlsbad r . 01-05-201..0 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB092081 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2250 RUTHERFORD RD CBAD Tl Sub Type: INDUST 2120611700 Lot#: 0 Status: $55,000.00 Construction Type: NEW Applied: Reference #: Entered By: MERCEDES-BENZ-INSTAL PRE-MAN Plan Approved: ROTATING tlJRNTABLE FOR AUTO DISPLAY & FOUNDATION FOR Issued: Inspect Area: Plan Check#: Owner: ISSUED 12/09/2009 LSM 01/05/2010 01/05/2010 PRECISION CARPENTRY INC STE B MERCEDES-BENZ RESEARCH&DEVEL NORTH AMERICA INC CiO SHELD.ON SLACK 2620 TEMPLE HEIGHTS DR OCEANSIDE 92056 760 945 3700 X 111 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD#3 Fee Renewal Fe·e Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. W~ter Con. Fee Green Bldg Stands (SB1473) Fee 2250 RUTHERFORD RD . CARLSBAD CA 92008 $441. 18 Meter Size $0.00 Add'I Reel. Water Con. Fee $286.77 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $1'1.55 PFF (3105540) $0.0() PFF (4305540) . $0.00 License Tax (3104193) ·$0.00 l:.icense Tax (4304193) : $Q .. OO Traffic Impact Fee (3105541) : · $0.00 Traffic Impact Fee (4305541) i ; $q.oo PL!JMSING.J:OTAL · ·. :-$0.00 ~LECTRiCAL TOTAL , :$0·.oo . MECHANIC.AL TOTAL $0.00 .-Mast(;lr Drairiage Fee ·-· Sewer Fee $0.00 Redev Parking Fee $0.00 ·::. (, :_,A;daitional Fees $1.00 HMP·:Fee TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? $760.50 Total Fees: . . $760.50 Total Payments To Date: $760.50 Balance Due: $0.00 Inspector:~ - .BUlCOfNG PLANS +IN STORAGE ATTACHED -- FINAL APPROVAL Date: --=S-;..µ::.::....L,µ..;;.--Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must . follow the protest procedures set forth in C3overnment Code Section 66020(a), and file the protest and ahy other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. · Failure to timely follow that procedure will bar any subsequent legal action to attack, review, setaside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou h v r via I be n iv n N Tl simil r 1 this r as to which the statute of limitations has reviousl otherwise ex ired. :+ ·«~'-Plan Check No.~ 9-0S" l Building Permit Application __ '.Cs.'// 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 5tliooiJ 'W. CITY OF 760-602~2717 / 2718 / 2719 Plan Ck. Deposit 6)'fs(~.,7 CARLSBAD Fax 760-602-8558 www.carlsbadca.gov Date ,~(qJoa, ~ JOB ADDRESS 2250 Rutherford Road, Carlsbad 92008 SUITE#/SPACE#/UNIT# IAPN --- CT/PROJECT# 'LOT/I I PHASE# 1 # OF UNITS r BEDROOMS # BATHROOMS I TENANT BUSINESS NAME I CONSTR. TYPE I occ. GROUP Mercedes-Benz DESCRIPTION OF WORK: Include ,Square Feet of Affected Area(s) ,. Install pre manufactured rotating turntable for auto display. Remove existing concrete patio on West side of building, construct foundation for turntable, install turntable & replace patio around turntable to match existing patio. EXISTING USE I PROPOSED USE rARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS Patio Display area YESO NcQ YES0No0 YESONo[ll CONTACT NAME (If Different Fom Applicant) APPLICANT NAME Precision Carpentry Inc. ADDRESS ADDRESS 2620 Temple HeiQhts Dr. Suite B CITY STATE ZIP CITY STATE ZIP Oceanside Ca 92056 PHONE 'FAX PHONE IFAX 760-945-3700 x111 760-945-5881 EMAIL EMAIL r.dunn@precisioncarpentry.com PROPERTY OWNER NAME Mercedes-Benz Advanced Design CONTRACTOR BUS. NAME Precision Carpentrv Inc. ADDRESS ADDRl;SS 2250 Rutherford Road 2620 Temple Heights Dr. Suite B CITY STATE ZIP CITY STATE ZIP Carlsbad Ca 92008 Oceanside Ca 92056 PHONE rAX PHONE IFAX 619-488-9365 . 619-488-9388 760-945-3700 x111 760-945-5881 EMAIL ~ EMAIL benjamin.dimson@daimler.com r.dunn@precisioncarpentry.com ARCH/DESIGNER NAME & ADDRESS I STATE LIC. 681547 STATE UC.I/ ICLASS B ,c,TYN>fuw Ron Dunn 681547 (Sec. 7'031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement ttiat he is licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that-he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). Workers' Compensation Declaration: / hereby affinn under penalty of pe,jury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perfonnance of the work for which this pennit is issued. [Z] I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this pennit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co Ac,,.J {l..,sk-$t!J(l,,Vl~S' ING.. PolicyNo, WG 02-!S !}ll?,D c.A Expiration Date :Z -01 -2,0/Q This section need not be completed ii the pennlt is for one hundred dollars ($100) or less. D Certificate of Exemption: I certify that in the perfonnance of ~ work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failu3e to s ure workers' compensati coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of comp io d es as ovl or ction 3706 of the Labor code, interest and attorney's fees. _2$ CONTRACTOR SIGNATURE · OAGENT DATE t-z 0 I hereby affinn that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or imQroves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvementis sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes 0No 2. I (have/ have not) signed an aQplication for a building pennit for the proposed work. 3. I have contracted with the following person (finn) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): _2$ PROPERTY OWNER SIGNATURE OAGENT DATE r. I Is the applicant or future building occupant required to submit a business~. acutely hazardous matertals registration form or rtsk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes l.LINo . Is the applicant or future building occupant required to obtain a permit from the air pollution control distrtct or a![J!!!ality management dlstrtct? Oves 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Oves WNo . IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ·-·· -ii-?,~,N;':ii::.r},:,',1~:,ri-Mr-r.';Jii~=·.@*tr.:: (,.-;,_ ~-V~W,):,,-_~,4-1."'"-~ -~-_ ~ ,' ~-,•-,:t__-,> ,, - I certify that I have read the application and state that the above information is conectand that the Information on the plans is accurate. I agree to comply with all City ordinances and State laws relatingto building consbuction. I hereby authortze representative of the City of Cartsbad lo enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SA VE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is require:! for excavati:ms over 5'0' deep and demolition or construction of structures over 3 stones in height. EXPIRATION: Every permit issued by the Building Official under the pro 'sions of this Code shall expire by limitation and become null and 1.0id if the building or work authorized by such permit is net commenced within 180 days from the date of such permit orif "ilding °1orl< authort by such permit is suspended or abandoned at any time after the work is oommenced for a pertod of 180 days (Section 106.4.4 Uniform Building Code). ~APPLICANT'SSIGNATURE· /&tl,0U \~-------DATE / Z,. 1 01 City of .Carlsbad Bldg Inspection Request For: 03/23/2010 Permit# CB092081 Inspector Assignment: TP Title: MERCEDES-BENZ-INSTAL PRE-MAN Description: ROTATING TURNTABLE FOR AUTO DISPLAY & FOUNDATION FOR SAME Type:TI Job Address: Suite: Location: Sub Type: INDUST 2250 RUTHERFORD RD Lot: 0 APPLICANT PRECISION CARPENTRY INC Phone: 7602770840 Inspector: :I!__ Owner: MERCEDES-BENZ RESEARCH&DEVEL NORTH AMERICA INC Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing Act Comments AfJ - Requested By: DON Entered By: CHRISTINE .39 Final Electrical L,.,...-__ ~--------- 49 Final Mechanical Date 01/12/2010 01/12/2010 Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Description 11 Ftg/Foundation/Piers 12 Steel/Bond Beam Act lnsp Comments AP TP AP TP EsGil Corporation In <Partnersli.ip witfz government for <Bui{aing Safety DATE: 12/29/09 JURISDICTION·: City of Carlsbad PLAN CHECK NO.: 092081 PROJECT ADDRESS: 2250 Rutherford Road SET: II PROJECT NAME: Install Turntable for Mercedes-Benz ~T ~ D PLAN REVIEWER D FILE ['.8J The· plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ['.8J Esgil Corporation staff did not advise the applicant that the plan· check has been completed. D Esgil ~orporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by:, ) Fax#:· Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 12/22 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 · EsGH Corporation In <Partnersliip witli <}overnment for c.Bui(ain9 Safety DATE: 12/ 16/09 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 092081 PROJECT ADDRESS: 2250 Rutherford Road SET:I PROJECT NAME: Install Turntable for Mercedes-Benz ~~NT D. PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where· necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes · when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check·list has been sent to: Prevision Carpentry, Inc. 2620 Temple Heights Dr. Suite B Oceanside, CA 92056 D Esgil Corporation staff did not advise the applicant that the plan check has been completed .. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. ··D Person contacte~/,Precision Cy;f.,.entry Inc. Telephone#: 760-945-3700 x111 Date contacted/~/ r,/o1 (b~ Fax #: 760-945-5881 Maiy Telephone REMARKS: By: David Yao Fax v1n 'Person EsGil Corporation D GA D EJ D PC Enclosures: 12/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 , City ·of Carlsbad 092081 12/16/09 GENERAL PLAN CORBECTION LIST JURISDICTION: City of Carlsbad PROJE:CT ADDRESS: 2250 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/10 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 092081 DATE REVIEW COMPLETED: 12/16/09 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state lc;3ws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law: • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. · • . Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. .Have changes been made not resulting from this list? 0 Yes 0 No , City'of Carlsbad 092081 12/16/09 · Please make all corrections, as requested in the correction list. Submit three new complete sets · of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engfneering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code which adopts the 2006 IBC and the 2005 NEC. 2. The structural plan of the support for the turntable shall be signed and sealed by the architect or engineer. · 3. Provide minimum structural specifications on the plans to show that all structural materials will comply with the building code requirements. Section A 106.1.1.(concrete and reinforcement) 4. The detail Bon drawing 575000C shows the turntable was supported by foundation pad. Please clearly specify the thickness and reinforcement of the foundation pad with calculation to justify it. 5. Detail B on drawing 575000C shows retaining wall at side of the pit. The construction detail of 'the retaining wall (wall thickness, wall height, reinforcement for the wall and connection details, foundation ... etc) shall be clearly specified on the plan with calculation to justify it. 6. Provide detail to show how the turntable connects to the foundation pad? (base plate and anchor bolts for the support of the turntable) calculation? 7. _To speed up th·e review.process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 8. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other -changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes O No , City 'of Carlsbad 092081 }2/16/09 . '9. · The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. END . City· f;)f Carlsbad 092081 12/16/09 · [DO NOT PAY -THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 092081 DATE: 12/16/09 BUILDING ADDRESS: 2250 Rutherford Road BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier · install turntable Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Plan Check Fee by Ordinance E Type of Review: 0 Complete Review D Repetitive Fee __ ! ~ I Repeats Comments: D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. per city D Structural Only Ii----·. -IHr.@· ($) 50,000 50,000 $418.43! $271.981 $234.321 Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB.09-2081 DATE 12/11/9 ADDRESS 2250 Rutherford· Road· RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE OTHER auto turntable H:\ADMIN\COUNTER/PLANNING/ENGINEERING APPROVAIS POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING DATE f d-'/21 h J, DATE Lv/4110 ~ SHEETNO ____ OF ~ ~,.: ~·:. CALCULATED BY DATE~&'\ ..... CHECKED BY DATE __ . ,,! •, SCALE ________ _ ·\JC\?.. W'( N't.w 6'' IHl(~ CONCR.£.l"t:., ;LAB vf~I..\ e,\IS,"1;1,.1.., CAN SvPPo!?-."'.f \-)'6,.W \JI;:\-\$,~ '\Vf<...tJTA~l~ (\;" D\AMtiee..\ f\f2...U.., t: ii ( \s'\"L /t.t-:. \7 b, i fT--i.. TVR.NiAt\..G W~\btti; '6\57li. r?/ -CoN c..fl·c;r& vJ€ \ ~~tT:-C 1. \\ )(\So PC.F-) (\7 ~,"1 f-1"~( 1' h.~ \ ~ b b Zb J:t iOTAl.-I.,!(; \bl-\i=---!i\S?:ll. + i6'2.b:tt ~ 97133.u-/ \1b;1 fi"l. ._ ~s psi:: ,, CHii::C!f.. ·t··"DR. t-OA$ ~ Ct.:N~t. Sv~fo~:r l,DI\D::. [ if (71 S')":. /i..\ 1 (SE; ~Sir J =-2. W.?.. o/• / L\ LoA\J:. ~~) ( \S'"~ 71S"t.1] (ss ~Sf'} : ·rz.eC{U-/1~ ;)Vt"?oR~ ! "-\SS"' ?tJ ~JPf,~~T -vvt\<-S'i LASt:;. e. L"e-1.JTet GvPft,i:2:T t>A\,,\,<~ (:t (1,s\'/1..\) ( tooo ?s~ \ ~ '-\Ll\£.. -u-t €l'l. 5\.-A~ -LoA.J) ~ Z t..\2.0\ # t-'2..'2-50 A-~ L\ 67ctft ~ASLE, 1-os '[11\B t..e '-\-\ 1 n?O"I tJOlt A) Rev: 580000 User: KW-0606950, Ver 5.8.0, 1-Dec-2003 (c}1983-2003 ENERCALC Engineering Software De~cription 6" Slab General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor . Square Footing Design 4.700 k Footing Dimension 2.000 k Thickness 0.000 k # of·Bars 4 Bar Size 0.000 psf Rebar Cover 150.00 pcf f'c Fy 1.000 Date: 2:34PM, 18 DEC 09 4.000 ft 6.00 in 3 4 3.000 2,500.0 psi 60,000.0 psi Page 1 slab.ecw Calculations Column Dimension 4.00 in Allowable Soil Bearing 1,000.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd I Summary I 2.750 in 0.0033 0.0031 in2 0.0033 % 4.00ft square x 6.0in thick with 3-#4 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu :Actual Mn * Phi : Capacity 493.75 psf 1,000.00 psf 493.75 psf 1,000.00 psf 1.22 k-ft/ft 1. 7 4 k-ft / ft :\. 7,5 (\) As to USE per foot of Width Total As Req'd Min Allow % Reinf Vu : Actual One-Way Vn*Phi : Allow One-Way Vu : Actual Two-Way Vn*Phi : Allow Two-Way Alternate Rebar Selections ... 3 #4's 2 # 5's 1 # 7's # S's 0.130 in2 0.518 in2 0.0014 Footing OK 35.43 psi 85.00 psi 153.93 psi 170.00 psi 2 #6's 1 # 9's #10's CB092081 2250 RUTHERFORD RD MERCEDES-BENZ-INS;TAL PRE-MAN ... RO.TATING..lJJRNT.ABI.F.FOR AllTCl niSRI.A.V R.. 0 Approved Date I Building 12-Y1/0tl "liw Planning '1-•~oq ~ 6,_ Engineering wl5WYYI' 1'7-1 Jr--AC, • .,I. r',,iji Fire /i.JJI+ fHAO,.V l-7:;I ~ HazMat -APCO Health Forms/Fees Sent Rec'd Due? CFO y N Encina --,,J,,, J,,4 y N Fire y N HazHealthAPCO ,::uq JtOq y N PE&M t>io ,r,a y N School y N Sewer y N Storm Water y N y N y N y N PFF y N Comments Date Date Date Building 111-lfA-01 Planning Engineering Fire Need? 7fn..1J~<;u1(')qC) 110 ,, ' A~., ~..e,v I L,,-,-l/.'\,JJ,, -A Applfcatlon Complete? Fees Complete? I y N y N I By: By: OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE UPFP# _______ _ HV# _______ _ BP DATE, _ _,_ _ _,_ __ _ Business Name P. bCLSION CA State CA Zip Code APN# f Mailing Address State Zip Code Plan File# 2/.Q'U) ~ CA 'f 05'b -3,00 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business wm use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactiyes 13. Corrosives 2. Compressed Gases 3. Flammable/Combustible Liquids 6. Oxidizers 7. Pyrophorics 10. Cryogenics A Other Health Hazards 11. Highly Toxic or Toxic Materials (..!VNone ofThese. 4. Flammable Solids 8 .. Unstable Re,1ctives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS IHMDl: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3m floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: ___ ..a./ ____ /'---- YES NO 1. D ISl 2. D ,zJ 3. D ~ Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? 4. 5. 6. D D D 5!I Will your business use an existing or install an underground storage tank? ljl Will your business store or handle Regulated Substances (CalARP)? 00 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? D CalARP Exempt I Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO 1. D ~ Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 2. D D (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/; or contact the appropriate school district). 3. q 00 Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 4. D !XI Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: Mfru..€'.D6'-FJJ-z '[)'tf/b}J <!eJ..J-tG'/1--Aa-ro TU~N 7''18t.£ e FA-770 erein are true and correct. 12-! 7 I lJ 1 Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ______________________________ _ BY: __________________________ _ DATE: __ _,_/ __ _,/'---- EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING.PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO APCO COUNTY-HMO APCO COUNTY-HMO APCO I HM-9171 (04/07) County of San Diego -DEH -Hazardous Materials Division ~ .'\ ~ ., General Contractor: Precision Carpentry Inc. 2620 Temple Heights Dr. #B Oceanside, CA 92056 760-945-3700 fax 760-945-5881 Client: Mercedes-Benz Research & Development North America, INC 2250 Rutherford Road Carlsbad, CA 92008 619-488-9360 fax 619-488~9388 Turntable info: Carspin USA 385 S. 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' . r Xislin<-1 Court~ard -1----Proposed 20' · 60' Automotive Turntable Parkin~ lot Rutherford Road 01 ~w o oj vli,, ;;i "' f[ i I Mercedes-Benz . ~ .. ~ II a o P,\J Flles\Current\Mercedes Belt!f,! P. P~. . P arkin<1 lot Precision Carpentry Inc. 2620 Temple Heights#B Oceanside, Ca 92056-3512 760-945-3700 __. r~ -r ,, 3. Finish the surface of the slab incorporating slight drainage toward the expected point of exit of the natural-drainage. tube, if used. If the optional sump pump will ~ used, finish the,surface with slight drainage and ~ 12~ diameter sump, 1• deep. -8" section C-C on theinstallation drawing. Proy1de ope,n wire m~h "fence• around pump location to protect inlet from debris. · · 4. Cover the pit and .let the concrete cure ovemigti! OJ longer 1f appropriate. 5. Remove the cover and strip al! exposed forms and,support. D. Turntabte Assembly 1. Assemble the turntable per "Assembly Directions.• 2, .Adjust the height of the turntable surface to the desired elevation; 3 •. In making the final height adjustments !1iM>ve, ~rlfy that the top of the turntable structure is flat-or matches the desired pitch of the to be poured driveway/garage pad. 4. Rotate the t1,1mtable manually to verify that the total yertical and h.orJzontal c:levlation (runout) of the outer edge ls less than 3/8". If not, review the assembly drawing notes and adjusts as ne~sary to bring the runout Wittlin the spec. E. perimeterwan Pour 1. Place a.nd tie (lo verUcal rebar hooks if desired) borizontal rebar to places aro~nd perimeter. 2. Install the forms for the perimeter wall, verifying that all .rebar.is· generally centered in the space·to be·paured. 3. ExcaVl:!te as necessary and make necessa,y holes in the forms, then·place and support the appropriate drafnpipes and electrical cable b,Jbe. 4. Place ·and support as necessary, from the turntable sfructure-.and fom'is, bender boards/Masonite (any concrete forming material of your choice -however ih thickness wl)I determine _the wJdt!:I of the gap between ~ turntable and the driveway/garage pad) (See Oetall O). Use wooo bJo(:ks &g!'lfnst placed vertical rebar or qoncrete nails tp support base.of concrete forming material, 5. Poarthe._perimeterwall and c;lriveway/~rage pad with requisite wire-mesh or rebar- finish the top flush. For ease of installation, the wall and pad cao·be poured ·as·two separate-steps -however fbe ,additional step requires more time and results in an additional cold joint. 2 CARSPIN USA SUGGESTED TURNTABLE INSTALLATION: (Rev. B -1/08) NOTE: THIS IS A SUGGESTED INSTALLATION ONLY. CONSULT APPROPRIATE SOIL. FOUNDATION AND STRUCTURAL ENGINEERS FOR SPECIFIC TURNTABLE INSTALLATIONS AND LOCAL CODE REQUIREMENTS. A. Preliminary Determlnatlons 1. Based on the desired use of the 1umtable, choose the installation site. 2. Ensure that there will be no obstructions within 5 feet of the turntable edge. In other words, a clear space of 25 feet in diameter should be required for a 15' turntable. 3. Detennine what the slope of the turntable will be at the chosen site. If the slope exceeds 1.25 deg. (approx. 4" rise in 15'), contact CarSpinUSA. 4. Make a general determination of drainage relative to the turntable site. This will be important when the pit is being constructed regarding the choice of a natural drainaae tube or a tube for running a pump discharge hose. See drawing cross section C-C. 5. Detennine the distance from the turntable site to the most logical location for the control box. A line-of-sight must be malntalned for proper operation of the remote control. 6. In choosing a site for the turntable, consider that the soil under the pit floor must uHimately be either undisturbed grade or compacted fill suitable for foundation. See note on drawing section C-C. B. Pit Excavation 1. Cut an approximate 16' diameter hole (or other desired shape) through the existing driveway, floorer site. 2. Consult with soil and foundation engineers as necessary to get the proper inspection and testing to verify that the grade or soil Is suitable for foundation bearing as noted in the install drawing. lf not, remedy per thelr recommendations. 3. Note that the flat bottom of the pit should be level and at least 24" below (depending upon the depth of the bottom pour-typically a 4" slab) the midpoint of the final turntable elevation. See section A-A on the installation drawing. C. Bottom Pour 1. Pour·bottom footings If required and slab (In any form desired) reinforced with requisite wire mesh or rebar (see section A-A). 2. Place vertical rebar hooks to assist in placing of perimeter wall (see step E). Consider placing additional vertical rebar or concrete nails to assist in supporting base of bender boards (see step E). 6. Cover as necessary and allow the concrete to cure overnight or longer if appropriate. 7. Remove turntable plattersection{s) as necessary to remove bender boards and blocks. 8. Clean gaps as required. F. Electrfcal Connections 1. Make electrical connectlons. 2. Place optional perimeter lighting as necessary. 3. Place optional drain heat tape as necessary. (ll 0 ~ ~ ::s @I . ~ P.\J Flles\Current\Mercedes Benz\M 0 ! o::/ ';<; a es Pl Il Mercedes-Benz Precision Carpentry Inc. 2620 Temple Heights#B Oceanside, Ca 92056-3512 760-945-3700 A JI TURNTABLE, 15' DIAMETER (DECKPLATE NOT SHOWN) 8" DEEP &DRAINAGE PIPE A (1.25" == 4" RISE IN 15') J_ &_1.25° MAX l SECTION C-C ~ 1/4" -1/2" REMOVABLE SPACER (VERTICAL TENSIONER CLEARENCE) 3" DRIVEWAYW/ --~ 015'-1/2" TO 015'-1" (CONCRETE) + / U:::L..rf #4 REBAR@ 18"0.C. EW::::·:·:·· :<,:'..:·· :·:'.:: ~.:·;: :~:~~~~.~I~:: ~~ .. 7~MQVABLE SPACER 1~2:"REBAR T&B---F......, ;:.:_·:<~.·: ~.:·;f ~~;: ~:/f:·:·. :·;7:7~:~ .. ~ .. · .. : ..... i-----7'-4"-------- RETAINING .WALL (REQUIRED MIN CLEARENCE RETAINING WAL ~~:~:_:~.:~'.i.:::_·~·1..2··_';.!i.'···J.: .::::.......--......... 11111111:::r'a==t REBAR@ MID-POINT '"I{£..-&;; (2)#4 REBAR T&B BASEPLATE PER MANUFACTURER'S SPECIFICATIONS. REDHEAD 3/4" TITEN AB W/ 3.5" EMBEDMENT INTO CONCRETE SLAB ..,..___ 611 CONCRETE SLAB WI# 4 REBAR 18" O.C. EW ~.,f,o ¢14'-2" MIN 12" DETAIL B " " I\ ii ~ " I\ ii ~ /\ A A WIRE &CABLE CONDUIT (7" CLEARANCE) NOTES: 1. THIS IS A SUGGESTED INSTALLATION ONLY. CONSULT APPROPRIATE SOIL, FOUNDATION AND STRUCTURAL ENGINEERS FOR SPECIFIC TURNTABLE INSTALLAIONS. 2. REVIEW ASSEMBLY INSTRUCTIONS BEFORE BEGINNING INSTALLATION. 3. APPROX UNIT WEIGHT: 3,157 LBS 4. WHERE WATER IS EXPECTED, ALL CONCRETE, CREVICE GAPS, HOLES AND THE LIKE SHOULD BE WATERPROOF! TO PREVENT THE POOLING OF WATER IN THE PIT AREA. & OPTIONAL PUMP IS AVAILABLE FOR INSTALLATIONS WHERE EXCESSIVE WATER COLLECTION IN PIT IS EXPECTED. .&_ POUR DRIVEWAY PAD WITH AS MINIMUM SLOPE AS POSSIBLE. fil FOUNDATION PAD SHOULD BE AS LEVEL AS POSSIBLE. DRAINAGE TROUGH (SLOPE) EXCEPTED. &_ CONTACT CarSpin USA FOR INSTALLATIONS EXCEEDING 1.25 DEG. IN SLOPE. ~ CONTACT CarSpin USA FOR SUGGESTED MATERALS ANI METHODS FOR RETAINING AND REMOVING THE REMOVABLE SPACER. _& EXISTING DRIVEWAY/ FLOOR TO BE FLUSH WITH TURNTABLE DECK AS SHOWN . .£ PROVIDE ADEQUATE SPACE FOR INSTALLATION OF um ROPE OPTION (MINIMUM ½" CLEARANCE). & PLACE MESH OVER DRAIN INLET TO LIMIT DEBRIS CLOG. & SUGGESTED FLOAT SWITCH TETHER LOCATION. M WHEN INSTALLING TURNTABLE ON SLOPE, ENSURE THAT TWO OF THE SUPPORT RODS ON THE CENTER LOAD BASE ASSEMBLY ARE PERPENDICULAR TO THE SLOPE. &_ INSTALL THE TENSIONER ON THE DOWNSIDE OF THE PIT WHEN INSTALLING TURNTABLE ON SLOPE. A THE DEPTH OF THE PIT (THE TOP OF THE FONDATION PAD TO THE TOP OF THE DRIVEWAY PAD) SHOULD BE BETWEEN 21" -22" AT THE FRONT (THE LOWEST DRIVEV GRADE POINT) OF THE PIT . NOTICE: CONFIDENTIAL INFORMATION THIS DOCUMENT IS THE PROPERTY OF CarSpinUSA, LLC AND SHALL NQT BE COPIED, REPRODUCED, OR USED AS THE BASIS FOR SALE OR MANUFACTURE OF APPARATUS OR DEVICES WITHOUT WRITTEN PERMISSION APPROVALS SIGNATURE I DATE PREPARED M. JALAL Y I 3/29/2007 CarSpin USA --~ulder, Colo_rado TITLE INSTALLATION, TURNTABI SUGGESTED CHECKED UNLESS OTHERWISE SPECIFIED ~rJiJ~0.ttt ~~~/rs ~~~~~~rKCtii\HARP EDGES. (ENGINEER TOLERANCES .XX=±.01 MATERIAL: IMFG. REVIEW I I ,XXX = ± .005 ANGLES = ± .5" <: ,, f ~ SPECIFICATIONS FOUNDATION 1) CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS FOR POURED-IN-PLACE CONTINUOUS AND SPREAD FOOTINGS, AND 3000 PSI (SPECIAL INSP. REQ.'D) AT 28 DAYS FOR GRADE BEAMS. 2) PORTLAND CEMENT SHALL BE TYPE 1 PER ASTM C 150. AGGREGRATES SHALL BE PER ASTM C33 WITH MAXIMUM SIZE OF 11/2" FOR FOOTINGS AND 1" FOR ALL OTHER WORK. 3) REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, CLEAN AND RUST FREE. LAPS AT SPLICES AND POUR LINES TO BE 40 BAR DIAMETERS (2'-0" MINIMUM) UNLESS NOTED OTHERWISE ON PLANS. 4) REINFORCEMENT CLEARANCES FOR FOOTINGS AND GRADE BEAMS, (U.N.O.): A) POURED AGAINST EARTH -3" B) FORMED SURFACE -2" 5) REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND THROUGH INTERSECTIONS. REINFORCING STEEL ALL PRIMARY REINFORCEMENT SHALL CONFORM TO A.S.T.M. A-615, GRADE 60 K.S.I. STEEL. ALL TIES AND STIRRUPS SHALL CONFORM TO A.S.T.M. A-615, GRADE 40 K.S.I. STEEL SPLICES OF REINFORCING SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS UNLESS SPECIFIED ON PLANS AND SECURELY WIRED TOGETHER, USING A MINIMUM OF 16 GA. WIRE. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. CONCRETE 1) ALL PHASES OF WORK PERTAINING TO CONCR CONSTRUCTION SHALL CONFORM TO 2007 CBCfCW1WTER 19 (BASED ON ACl-318, LATEST ADOPTED EDITION) FOR REINFORCED CONCRETE. 2) MINIMUM ULTIMATE COMPRESSIVE CONCRETE STRENGTHS (fc) SHALL BE: SLAB ON GRADE ............... 2500 PSI@ 28 DAYS STRUCTURAL DECK........... 3000 PSI@ 28 DAYS COLUMNS ..................... 3000 PSI @ 28 DAYS FOOTINGS ..................... 2500 PSI @ 28 DAYS CONCRETE/GRADE BEAMS . . . . . 3000 PSI @ 28 DAYS CAISSONS ..................... 3000 PSI @ 28 DAYS 3) CEMENT SHALL BE TYPE II, LOW ALKALI, CONFORMING TO A.S.T.M. C-150. 4) ALL PRIMARY REINFORCEMENT SHALL BE PER ASTM A-615, GRADE 60 ksi STEEL. ALL TIES AND STIRRUPS SHALL CONFORM TO A.S.T.M. A-615, GRADE 40 ksi STEEL 5) UNLESS NOTED OTHERWISE, SPLICES OF REINFORCING SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS AND SECURELY WIRED TOGETHER, USING A MINIMUM OF 16 GA. WIRE. SPLICES OF ADJACENT REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. WHERE SPECIFICALLY CALLED OUT, WELDING OF REINFORCING BARS SHALL BE PERFORMED BY A CERTIFIED WELDER USING E90 SERIES ELECTRODES PER AWS, LATEST EDITION. 6) PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. LATEST STANDARD AND PROJECT SPECIFICATIONS. WIRE BRUSH OR SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 7) CONCRETE MIXING COMPANY SHALL PROVIDE TEST RECORDS AND STANDARD DEVIATION PER SECTION 1905 OF 2007 CBC.