The URL can be used to link to this page

Home My WebLink About2180 RUTHERFORD RD; ; CB091528; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-17-2009 Miscellaneous Permit Permit No: CB091528 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: 2180 RUTHERFORD RD CBAD Misc Subtype: 2120702500 Lot#: $243,000.00 REROOF 0 Status: Applied: Entered By: Reference #: Plan Approved: PC#: Issued: I I CALLOWAY:1800 SQUARES REROOF Inspect Area: Project Title: plNGLE PLY TO SINGLE PLY: TPO BY FIRESTONE ! Miscelaneous Fee' #1 Miscelaneous Fee: #2 Additional Fees ; TOTAL PERMIT F.EES PERMIT FEE · Owner: CAl:.LAWAY GOLF CO 21&0HUTHERFORD RD CARLSBAD-Ci\ ·9209~ ISSUED 09/17/2009 JMA 09/17/2009 09/17/2009 TP $1,984.00 $0.00 $0.00· $1,984.00 Total Fees: $1,984.00 Total Payments.to.Dale: ,, .... '$1,984.00 Balance Due: . Inspector)~ / l, : T ' ' ' .. , __ . . f1,., . l Ji ,, -•,.''"'"''l ! .4,. t "\, ,',-'-• """, ... i P 1:: 0 F~ P (1 \:; ,~. T' ~=: 1~: ·; ~; !?, -i FINAL A_PfROVAL bate: z,// t1/J{) Clearance: ------ $0.00 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 Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordaf)ce with Carlsbad Municipal Code Section 3.32.030, Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, voidj or annul their imposition, You are hereby FURT8ER 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 vou have nreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. -_:~ ~ CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-27,17 /2718/ 2719 Fax: 760-602-8558 www.carlsbadca.gov SUJTE#/SPACE#/UN.lf# Plan Ck. Deposit . Date q / t 7 I 45 '1 J.,,,._._ APNl).11'-011) -2~ -/Id CT/PROJECT# LOT# PHASE# # OF UNllS # BEDROOMS # BATHROOMS TENANT BUS NESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Sj!iare Feet of Affected Area(s) U -fl.lf1)r of &1. EXISTING USE GARAGE (SF) PATIOS (SF) DECKS(SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YESO #_ NOD YES D NOD YES D NOD '/M,£~N 6ol.F ) ME (Lt.}(J Ootv s re-c,,GA> l ~ /lJ) 1,'\"'0 Al-,c...A. o. e; -ZIP Cl~ t). SCP-; "2.,62> I) '2../-2.- FAX PHONE rn FAX 8"f'J' 2-'-f4 (p 7//0 ~ ~r ot,. Oii> S-St-0 EMAIL EMAi; b,1: flt C.. PROPERTY OWNER NAME ADDRESS I f;o flu -rlf:ettt::o,uJ Wlr'1 (!f. CITY . e/:rft..Lf:lbM STAT~"' STA~ Zia I ti'/_ PHONE ti q 3) ..-l71) FAX 7'4o q;o PH~/ 0 .,.,. rrl, otpv EMAIL EMAIL ~C!Y\. .I::, ,1. ARCH/DESIGNER NAME & ADDRESS STATE UC.# CLASS B CllY BUS. UC.# , 20? 43r (Sec. 7031.5 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 tllathe is licensed pursuantto 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 exem.11t 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 [$500}). · Workers' C mpensa1ion Declaration: I hereby affirm under penalty of peljury one of the following declarations: Cl I e and will maintain a certificate of consent to self-insure for workers' c;ompen~alion as provided by Section 3700 of the Labor Code, for the performance of the work for which this permitis issued. I have and will maintain workers' compensation, as required by Section 3700 of !he Lap~r ,Code ... for the performajlce o the work for which this permit is Issued. My workers' compensatio ,ins ranee cai(!er and policy number are: Insurance co.Lo£.J,anA> /t\2$Wlt4,tl.G @l<..J!;-ll3 Polley No. 11': · • • . ..., oa O Expiration Date I Z,,C/ u This section need not be completed If the permit is for one hundred dollars ($100) or less. Cl Certificate of Exemption: I certify that in the performance of the 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: Failure to secure workers' nsati overa e nlawful, and shall subject an employer to crimi11al penalties and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensation, d d f n n 3706 of the Labor code, Interest and attorney's fees. 115 CONTRACTOR SIGNATURE I hereby affirm that I am exempt from Contracto s Ucense Law the following reason: ~ , s 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 Contractors 1cense Law does not apply to an owner of property who builds or improves thereon, afl\l 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 improvement Is 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). 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 wilh contractor(s) licensed pursuant to the Contractor's License Law). CJ 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. CJ Yes CJ No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address I phone/ contractors' license number): 4.1 plan to provide portions of the work, butl have hired the foHowing person to coordinate, supe!Vise 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) t following persons to provide the work indicated Qnclude nam~ I address I phone/ type of work): .Jt5 PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes D No ls the applicant or future building occupant required to obtain a permit from the air pollution control district or air quafity management district? Cl Yes Cl No Is the facility to be constructedWithln 1,000 feet of the o!Jter boundary of a school site? Cl Yes Cl No 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. I certify that I have read theapplicatlon and state that the above infonnatlon isconectand that the information on the plans is accurate. I agree to comply with all City ordinances and State lav.s relating to building construction, i hereby authorize representative of lhe City of Carlsbad kl enter upon lhe above rnenooned property for inspection pulJ)OSes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permi is requied for excavations over 5'0' demol010 or consuudion of slruchJres over 3 stories in height · · EXPIRATION: Every permit issUed by the Build' · I provisiJns • Code II expire by linilation and become null and void if the building oi work authorized by such permit is not commenced v.ithin 180 days from lhe date of such pennit or if ing • pe spended or abandoned at any time after the wolllis commenced for a period of 180 days (Section 106.4.4 Unifonn Building Code). . . ...@S' APPLICANT'S SIGNATURE DATE .Sep 10 09 08:30a A Good Roofer, Inc. 619-561-7601 p,2 REROOFI G SUPPLEMENTAL BUILDING PERMI APPLICAnON (1.Aflt. b,+J-t/:t-oog 2. TYPE OF SUIJ,.DJNG: RESIDENTIAL . . COMME CIAL_._/ __ 3. ROOF SLOPE: RISE i/1 INCHES IN 12 INC~ES_ 4. NUMBER OF E-XISTING ROOF COVERIN~ (CIRCLE ONEJ 1 2 3 5. .TYPE OF EXJST!NG ROOF COVERIN-G .Sulj;..t" f t-r SH THING CbtJc.A.ctcr / M6T""4l- *6. ·NEWROOFMATERIAL 'S'i,Jt~lt-'( cLAss_&_we1G T~ERso. J..oo J.-6'?. 7.. NUMBER OF SOUAR~ I, g f!!>c"> 8. TRADE N~E /. f ~ MANUFACTURER. ____ fo.-_;...:.....::;..;~-. ·f/4i ~~ I 4tf.,. 1,c. /Jl.'t..-'Id ~rn.' 9. ROOF SYSTEM LISTING: UL NO. 1fo tJ1.M,Ar.c.c.E.s. Report# N ~ ASTM °1) i, 818. /,,A..,:,5 <!.. lS-?- 1-,1J E:-I /JJ . . 1 0. JS THE EXISTING STRUCTURA~"! SUFFICIENT TO S TAIN THE WEIGHT OF THE PROPOSED ROOF? ~ NO All roof coverings are required to be CL.ASS~ Com ustibfe roof coverings of any type or cfassificatlon are prohibited. · I understand the foliowlng lnspectfons are ,require : 1. Tear OffjPre-Jnspet;t;on prior to install w roof covering 2. Final Inspection . . I agree to provide a ladder extending at least 2 rungs above e roof for Inspection. Signature~l ~I~~ Date 9-9-:-o · . / A DOOD ROOF'ER, INC. Contractor V OWner,,__, ___ ContractorName 11 51 RIVERSIDE DRIVE #145 40 *6. Rolled Roofing, Standard/Lite Tile, Asphal,VComp fibergla s, Built Up, Other ·--~~ "'.~;;> ~ CITY OF ·cARLSBAD DA TE: .. __ __,;~;...;..fi...:..1_0-1-f-l_o _____ __,_ ~ I . PERMIT#: tJ'l /5"2.~ ·--onscfiecfuled Building Inspection Building Department --163·5-Faraday-Avenue Carlsbad CA 92008 760-602-2700 ------~1-NS_P_E_C_T-OR: __,.;.~---__ _ CONTACT: -------- PHONE#:------- . JOB ADDRESS-: ---__ z_1_s_o ____ £._Wi.......;._...1/...;;.._6_~ ___ ~;;._~W--=:;;_lifl.~-'""-------,---- ' DESGRI-PTIO.N: -----------------------------------------;____,__ CODE If Bldg Inspection Form DESCRIPTION Page 1 of 1 · ACT COMMENTS Al Rev. 06/09 · l:nspection List Permit#: CB091528 Type: MISC Date ln_spection ltelll 02/10/2010 ·19 Final Structural Wednesday, February 10, 2010 REROOF lnsp~pt<?.,r TP Act AP CALLOWAY:1800 SQUARES REROOF SINGLE PLY TO SINGLE PLY: TPO BY FIR Comments -Page 1 of 1 November 17, 2009 Callaway Golf P.O. Box 9066 Carlsbad, California 92018 Attention: Ed Salinas w CHRISTIAN WHEELER ENGINEER.ING Reference: Callaway Golf Headquarters Tenant Improvements -Re-Roof 2180 Rutherford Road, Carlsbad, California Building Permit #CB09-1528 Subject: Final Testing and Inspection Report Dear Mr. Salinas, CWE 2090540.2 Christian Wheeler Engineering has provided testing and special inspections of reinforced concrete, field welding and epoxy anchors on the above referenced project as described in reports 1 and 2. The work requiring testing and special inspection was, to the best of my knowledge, in conformance to the approved plans and specifications and the applicable workmanship provisions of the California Building Code. If you have any questions, please do not hesitate to call me at 619-550-1700. Sincerely, CHRISTIAN WHEELER ENGINEERING 1-IBW:cgc cc: (1) Callaway Golf -eds@callawaygolf.corn (1) Callaway Golf -philh@callawaygolf.com (1) City of Carlsbad 3980 Home Avenue -+-San Diego, CA 92105 • 619-550-1700 • FAX 619-550-1701 ·w CHR.ISTIAN WHEELER. ENGINEER.ING COMPRESSIVE STRENGTH TEST RESULTS Job Name: Job Address: Contractor: Subcontractor: Test Location: Req. Strength: Date Sampled: Date Received: Sampled by: Tested by: Sample Type: Sample# 1851 1852 1853 Callaway HQ Phase 4 2180 Rutherford Road Pacific Building Group CPE Roof deck infills 3000 psi 9-30-09 10-1-09 JB NS Concrete, 4" x 8" Date Tested 10-7-09 10-28-09 10-28-09 Job#: Permit#: Architect: Engineer: Supplier: Mix#: Admixture(s): Truck#: Mix Temp: Slump: Min in Mixer: Age (days) Area (sq. inches) 7 12.566 28 12.566 28 12.566 2090540 CB091528 Superior V838PAE 23 91° 4" 120 Maximum Load (lbs) 36,950 49,170 48,540 Plan File#: Ticket#: 157922 AirTemp: 76° %Air: 4¼" UnitWt: 121.4 Comp. Strength Failure Type (psi) 2,940 3,910 3,860 .. The sampling, handling, curing and compressive strength testing were performed by Christian Wheeler Engineering in accordance with the applicable ASTM standards. No other warranties express or implied. Distribution: (1) Callaway Golf (eds@callawaygolf.com) (1) Callaway Golf (philh@callawaygolf.com) (1) Pacific Building Group (1) City of Carlsbad (1) Supplier Michael B. Wheeler, RCE #45358 3980 Home Avenue+ San Diego, C1\ 92105-+-619-550-1700-+-FAX 619-550-1701 October 9, 2009 Callaway Golf 5960 Pascal Court Carlsbad, California 92008-8815 Attention: Phil Harris w CHRISTIAN WHEELER ENGINEER.ING Subject: .Equilibrium Density Testing of Lightweight Concrete placed on September 30, 2009 CWE 2090540.1 Roof Deck In-fills -Callaway Golf Headquarters, 2180 Rutherford Road, Carlsbad, California Dear Mr. Harris, In accordance with your request, we have performed equilibrium density testing on a sample of lightweight concrete obtained during the placement at roof deck in-fills on September 30, 2009. The testing was performed on one set of two 6" x 12" test cylinders cast during the concrete placement. The lightweight concrete was mix design #V838P AE supplied by Superior Ready Mix. Our testing was performed in accordance with ASTM C567 "Standard Test Method for Determining Density of Structural Lightweight Concrete". The test results presented in the following table represent the set's average calculated equilibrium density. I Sample Set Equilibrium Density (pct) #1 108.1 As defined by ACI 318, structural lightweight concrete shall have a maximum calculated equilibrium density of 115 pcf. Based on the subject test results, the concrete represented by these sample sets appears to meet this criterion. If you should have any questions after reviewing this report, please do not hesitate to contact this office. Respectfully submitted, CHRISTIAN WHEELE~GINEERING 11:h. Charlie G. Carter Jr., Senior Engineer ~ cc: (1) Callaway Golf-philh@callawaygolf.com . (1) Pacific Building Group -brandon@pbginc.biz (1) Prime Structural Engineers -chung.song@pse-sd.com (1) City of Carlsbad 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 DAILY REPORT Project Name .uALLUWA-"1 CJ /TLF' H& Project Address UIJD 7lJ..(TW6..~ ru, A{) Contractor 7' J•aAFI l, ?JUI LD OJ le t.R..OUP Subcontractor . v1'E L.t:M~ w CHR.ISTIAN WHEELER ENGINEER.ING ~1 Project# ,z,oq v l?:i4t0 P~# /l:IJt; ?JA I Plan File# Architect ·- .:Sl'i-\ 171-/ C-c:7N.,, u t.:rt,.Pt:: Engineer J7Rtff1.E EA!t/1-l~'E:.Tlll+ ~ 0 Reinforced Concrete D Pre-Stressed Concrete D Reinforced Masonry _g-E'poxy Anchors 0 Shop Welding D Field Welding D Fireproofing D Material/Equipment: 11-?J 'DOWn...s ~ Weather: Date Time Arrived: D "J!JD I Time Departed'_{// I Hours Charged: -9" / ~' ./ .,.,A.tr'f I.).. T fl..~ ~Wr: ~ OF e":/../$7"/J/ft 'bUI LD /Al L, 1 01.,,D JHDFIAJ£1 "1UE' 111,~ l/1?D AND :P. 3!Jt I .. f',t.,• P-lffNct/2 ./N_jr~t..7i?O 'fl} HlvTI HIT U ,,,&:;!fl) ,.SD v!JtfliS/l/E e..-t2.'' DZ., UfN'f!!'td.. MIAJ/1 7b f;.S~-2.°?'22.. t/2-"VJfr. 11m../23 1JJ!. I LL7?1J I /l/1"'D l eJ t.l~/.IT\111? /&-/.IT ~~- R.1$7F ..J 13 R.U .S ln?n /)(1\IJj "BlPWIJ L.-l.li -4-'N IU / -1-2. 'h .. " IF M 5 IZ1JM EAIT. .IN J'r *~ INS7'/UACT70...lS A:S '1'!?11.. f:Ala/N~ JJ./..eTLH 17A-72:.2) 9. ).J.,. '2LV9 TlJT7'rL 'IF l z.00).:,-7 JJIJIJJTZU I N.5 rAV..EtJ e t. '"-J M. eJH JJue. 71> HA-Ve 77fE'" 7Z..ZEF" ·1..,~p LPrCG .. 7J • ~ l,/JZ,A 7T?lJ L. A-I' I' IU')x /Yk,JIY'T""F Li' N OLTH L£ N77i:A't... 77) lt/0/i!..TH V./ trST .:5/i:r..'T/DJ l!F 72-r:::t:SF: ' Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. /4_ ; I< i?;J____,t...,-s,JJ.!5 ~,P, 4'1A~M ~,;.,_ 'J. ..a. '/1!}_ r,.,.. Inspector /T echn~ian's Signature I Reg.'# /s;,;;rintendent's Signature Date (;My 'Ji... 1J1+D11vA.V __ 7~4 InspectorP'fechnician (Print or Ty.fie) t<... 3930 Home ,\venue + San Di.ego, CA 92105 + 619-550-1700 + FAX 619-550-1701 I ,.;·- .... DAILY REPORT Project Name Project Address ~\ Contractor Subcontractor G D Reinforced Concrete D Shop Welding Material/P , I Sf : Date w CHRISTIAN WHEELER ENGINEERING Time Departed: Project# ::).•-: C Permit# C Architect C Plan File# --- aEpoxy Anchors o ________ _ ·. \ lo C..A Hours Charged: 3<JSU ffomc ,\venue + San Diego, CA 92105 + 619-550-1700 • !iJ\X 619-550-1701 J '• .DAILY REPORT Contractor Subcontractor Reinforced Concrete D Shop.Welding w CHRISTIAN WHEaER ENGINEER.ING D Pre-Stressed Concrete D Field Welding Project# ~O . Permit# (_&7l .l~'Z,.'g Architect Engineer D Reinforced Masonry D Fireproofing Unless noted 9therwise, the work observed is, to the best of my knowledge, in compliance wit t 73/ ector /Technician's Signature JDIIA J Bo~.2- Inspector Technician (Print o~ T e) Reg.# Plan File# D Epoxy Anchors o ________ _ 3980 ffome ,-\venue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701