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Home My WebLink About2282 FARADAY AVE; ; CB984301; PermitB U 1 L D I N G 12/10/98 13:38 Page 1 of 1 Job Address: 2282 FARADAY AV Permit Type: MISCELLANEOUS Parcel No; 212-061-31-00 Valuation: O P E R M I T Suite: Lot#: Permit No: CB984301 Project No: A9805575 Development No: Occupancy Group: Reference#: Con 5.12~ 1:k-t~f!J),'l¾Tffl:W~ :01NEV.§2 Sta{t"-!:f'~MT ISSUEl30n00 Description: SLABS FOR FUTURE HAZ MAT STORA : STORAGE BLDGS TO BE PERMITED SEPARATELY Applied: 12/10/98 Apr/Issue: 12/10/98 Entered By: BT 619-677-9880 Appl/Ownr: SEAN TRACY 8810 REHCO RD SAN DIEGO CA Fees Required Fees: Adjustments: Total Fees: Fee description Miscellaneous Fee# * MISCELLANEOUS TOT *** 92121 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 *** Ext fee Data 30.00 PERMIT FEE 30.00 - -- PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT CA 92009 Name Address City 73:, ·-·,o;~j;"10A'Nt, ,,,.,_O: corftr~:Oi<i,,. "(Zf Ag~nt'.ior"co·ntr~ci:gr: · o·owiwr :,~g~nt for own11r . FOR OFFICE USE O~ rJ/ !j PLAN CHECK NO. '-f O , 3fJ/ EST. VAL. 1)0/ Plan Ck. DeposlM:$ Validated By t ]! Date I ~ Unit No. Phase No. Total # of units State/Zip Telephone# Fax# Name Jr.:·· ·co'NftrACT9B.:• 901.ffiANv'i114Ni~ -. Address ~ /" ACJt.JI,/./ S.ta~,, Te$]3h~ne ,, . ·, . '," . .-· -· ,. . o,-U~., '•, hl, · 7~4a,. /--?pJ-:..-,IY3,-:Z,;3llft , ' ' . ' . ' . , . ' '711 pg-_ (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 that 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]). Name Address City State/Zip Telephone# State License # _________ _ License Class _________ _ City Business License # _______ _ Designer Name Address City State/Zip Telephone State License# _________ _ '6 •. WOR,ICERS~ QOMP.ENSAT!ON, , Workers' Compensation Declaration: I hereby affirm under penalty of perjury 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 performance of the work for which this permit is issued. D 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 permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company_____________________ Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the 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: Failure to secure workers' compensation 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 compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE. ________________________________ DATE _________ _ '7;. ><:>W.N.EJ!-!!iJ!~Ji>l;!J: QEC4~~ .. ~1]0N ,, . ,, .. ... .. . . , ,, .. . , , ,, . ., , I her~ffirm that I am exempt from the Contractor's License Law for the following reason: ·1C}""" 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 improves 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 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). 0 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(sl licensed pursuant to the Gontractor' s License Law). 0 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. ~ ONO 2. I (have / ~) signed an application for a building permit for the proposed work. 3. I have cont acted with the following person (firm) to provide the proposed construction (include name / address / phone number / 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 number/ 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 number / type ofwork): ~~ PROPERTY OWNER SIGN~;;z~ T ,M ~ ~ ~-,, , , '(i:OMPl;.l;T;, Tf-!IS SECTION '.FOR f/ON-:R/;SIOEf-!T//J.I., J3Ul!,.Pll'\IG .('ERM ITS ONl,Y DATE \ ').;:_ \ 0 1\ ~ ' ~ ' ( :::,: ' ,.,, ,' < 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? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D 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. ~~-·::::§.0N$_'r.1i1,il~'fi.<i~ff1;NP.ING.:.A°'EN~Y--~-; , . . . ,, .. : .::_~--.. ... .. . .. . . ,.. .., I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME ----------------LENDER'S ADDRESS _______________________ _ ~ ~ .,APPJ.;lGArilT G!:~TIF/CA:rl9N , . I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, 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 required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the w 1s ommenced for · days (Section 106.4.4 Uniform Building Code). Y1 , J APPLICANT'S SIGNATURE ---,,,C.==7,~~~r---------------DATE / _Jl->['ffj ---,t---,7'--''--w~-..------- ITE: File YELLOW: Applicant PINK: Finance 'I . ' Inspection List Permit#: CB984301 Type: MISC SLABS FOR FUTURE HAZ MAT STORA Date Inspection Item Inspector Act Comments 3/18/99 11 Ftg/Foundation/Piers TP AP SLAB COMP 1/22/99 11 Ftg/Foundation/Piers TP WC 1/22/99 12 Steel/Bond Beam TP AP REINF CURB 1/18/99 12 Steel/Bond Beam TP AP CURB REINF 12/17/98 11 Fig/Foundation/Piers TP AP 12/17/98 11 Ftg/Foundation/Piers TP AP PAD#2 12/17/98 12 Steel/Bond Beam TP AP PAD#1 12/17/98 12 Steel/Bond Beam TP AP 12/16/98 11 Fig/Foundation/Piers TP AP PAD#1 12/16/98 12 Steel/Bond Beam TP AP Monday,August23, 1999 Page 1 of 1 City of Carlsbad 'Y' 98388 ·7 Fire Department • Bureau of Prevention " Plan Review: Requirements Category: Building Plan Check Date of Report: Thursday, December 17, 1998 Reviewed by: ¥ Contact Name Sean Tracy Address 8810 Rehco Rd Ste F City, State San Diego QA 92121 Bldg. Dept. No. CB984301 Planning No. Job Name ISIS Pharmaceuticals Job Address 2282 Faraday -------"'---------------Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st ___ _ 2nd ~--3rd~-.-- Other Agency ID CFD Job# __ 98_3_8_8 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CB ?>f" 4· J O I DATE / 2/ / O/j<; I J ADDRESS· 226:2-. '5,mc/qv ·9h:-(. RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) OTHER I TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC -------------------- PLANNER 'TI?· 4 '-'<--b ENCINE~~) Docs/Mlsforms/Plannlng Engineering Approvals ,, PRIME STRUCTURAL ENGINEERS 16980 Via Tazon, Suite 260 San Oiego, California 92127 Tel (619} 487-0311 STRUCTURAL\ CALCULATIONS 9643° ft.u/Jl>Af'~ .fvte-~J/S ~/?f . I 7#.wr 1 .J . \}7 ~1th? f:ol,lr0()Pi$~ Ofnlld~- ~k-i1'~ 4p;J ~v~1r>t1 ~ \ 0 0 0 (4 r \o~o rcr ,,.,,ollY 0 ~(c./ ,t .,.,, "'' j1/ r b, ~\~ -J. _________ &._{:~b ~v""'-z-"--..,__ __________ __, C. Jit.c~ 4¼,~ (µ~ t½ Ii) ~?(Y~ tr~< -C,,-9i>1' re? ~\ ,/ ,~cr-b ~tv' ~~t 6..('t~~t l,v~i~~~y &1,Y'-'-~'~ u;~ Mc rJ r-1:? u,'f.-l"v"11(-tc..-f(67 ...._ .~ GRADE BEAN ANALYSIS PROGRAM Footing LENGTH = 36.00 ft Foot:ng wIDTH = 1.50 ft Footing DEPTH = 1s00 ft 1>r:c :;:.:i/it = 0. 15 kcf Surchirge = 0,00 ksf fo:::tirjg + Surchr = 0,23 kl f UNIFCRM LOADS (k/ft & ft) y; n.!. PG!NT LrADS Ck & ft) X 1'3, 93 M~XI~UM FORCES {~1 kttl CASE v max M t.ax 2.36 8, 18 12/0'3/'38 FOOTING DES!i3N SRADE BEAM DESISN PROSRAM (4~02) f'c = 2.00 ksi fy = 50,GO k:: Lo;d Factor = 1=40 SHEA~ D£SiGN b = 18,00 in h J i2:00 in 5 ~~x = 4.00 in V; = 01 st~r~Llps are 0Gti0n~l ;·¥ 3 Stirr~p @ 4,0° i # 4 Sti~~uµ @ 4,0: As Bar t 5 # f, b2ta 1 = 0.85 = 0.44 si j ,·, ;.r\.1 As str = 0.33 si Top St2eJ No, Space 5.0" 12/0'3/'38 ·' . --. ,. Footing LENGTH = 15:00 ft Footing WIDTH = 2.75 ft Fociting tEPTH = 1,00 ft Cone Ueight = 0.15 kcf Surchirge = 0.00 ksf Footing+ Surch, = 0.41 klf UN~FGRM LOADS fk/ft & ft) 2.250 0.00 16.00 PQIN~ LJAOS (k & ft) V :1 RESULTA~{iB (}:, ft {1 ksfJ C~SE NAXI~UN FORCES (k, kft) CASE V max 2:3b M max 3:63 M rein -3,63 12/0'3/'38 ~ PRIME x,1 . 1-f .... ~() ~~~ STRUCTIJRAL c:· :: JJ;.::::"" e1J lfiJ.;.~ ENGINEERS !:HT : ·---.i,;;;, ·~· DESI13N DATA f!c = 3,(F) ;,:si fy = f{), (H) ksi lo~d Factor= 1,ao SHEAR DESI13N Vmax = :2::4 k 'r1n = S/3 k 1 ~ 3 Btirrtlp @ # 4 Stfrrt!p @ b = 33i00 in h = 12, eo in d = 8. 00 i i1 S max= 4,00 i~ i:1 r,11 ': \I kS ~!n = C,66 ;i As str = 0, i 4 si As l{•.,• i.dl! # 4 As str = C,14 si i2/09/'~8 A PRIME .a:~ "I), STRUCnJRAL DAiE: ~ BJ;.:aa ENGINEERS SHT : ./k.::. · '" ·~. :~F.'.ADE BEAM AfJALYSIS PRUBRAM (4, 02) Footiiig ~IDTH Foot:r.g DEPTH Cor;c Weight Sur1:h~rg2 = = = = 1, 50 ft 1 tlr"1 ll. J.1,r• . .t ! t.· o. !5 kcf 0.00 k:f UNifCf~ LOADS (k/ft & ft) Xi P RESULTANTS (k, !t & ksf) CASE X ~ max Q miri 4 ~-. t" i iVn..-i 1 ;7 .it.!.i GrOO KAXJMUM FORCES (k 1 kft) V :.ictX M max M min 3.85 -3,11 ----------~-----·----·---~--- 12/0'3/'38 CHEM STORAGE i3RADE BEAM DESI SN PROGRAM (4. 02) f1c = 3.00 k;i fy = 50.00 ksi Lo2d Fa(tor =. 1, 40 SHEAR DESIGN 'J:hd.;.. -2.4 k Vn = 3. ·3 k A,, "' b = 18.0(l in h = 12.00 in d = B, 00 in Vs = O. (i k S m;x = Vs= O, stirru~s 3r2 0~t~~t2l 1 ~ 2 StirfU? @ 4,0" ~ 4 Stirrup @ 4=0~ FLEXURAL DESIGN Beti = 0.35 K+ lliax = ~.·~ ,1,,T1:+. M • :i • -J -,,-llD = -J,1 kft tir.+ = 610 kft Mn-= -4:8 kft Ear # 4 As str = 0,!2 si As = 0.16 si T' A PRiME JOB: 76';;-~ I~ SffiUCT'JRAL DAiE: ...a:_~ ~Alwi\ ENGINEERS SHT : rj ~ ,,. ,- CHEM STORAGE Focti ng LENGTH f"coting UIDTH Footing DEPTH Ci:rnc ~eight ~Ui :_ fl~H -J2 = = = = = 13, (!i) ft 2,25 ft i r,r, .: 4-it vv 1 \· (I,15kcf UNlfDf.:M LDA~S (k/ft t;; ft) 1 Xl ;,2 9.00 l=·u•nrr,, L fHr,e: ;, A -~-~,l un~~ ~K & 1~) i X -2.36 o.::i::i ft & ksi) kf t) CASE V max 2,35 f1 i!iax 3= 33 M ir.in -1,47 12/0'3/% -h,,_ PRIME JOB: ~-~ smucTURAL DATE: )..-w· ilfiil'4')~ ENGfNEERS SHT : :z?=l -~-o \V CHEM STORAGE DESIGN DATA f'c = 3.00 ;~si fy = &0.00 ksi SHEAR DESIGN " vmax = 2,4 k Vii = 3/3 k FLEXURAL DESIGN ~s min= ~S ii!OX = M+ [ax= 3.3 kft x~+ = 5s2 kft As str = 0,13 ;i As = Orii si f. 4 Bottom Stei:1 Nci, Space 0,3 b = 27,i)(l n h = 12. (l(J n d = S.00 in Ve = 23. 7 k Vs = O. O f~ 0,72 si 3.46 si M-~in= -!,5 ~:t Mn-= -2.3 kft As str = C:06 si As 12!0'3/SB -~· ;_-.,. t. ~ !,•· r rc,n: ._left rey .J. Vv~agan r' age 1/1 ,m 0-.& SAFETY STORAGE INC. 2301 Bert Drive Hollister, CA 95023 Phone: (408) 637-5955 Fax: (408) 63}-7405 Project ____ ~FS~S=E-R=IE=S ___ _ Sheet 3A of 29 Prepared By __ ~,l~JD~_Date 12/8/98 Checked By Date __ _ PROJECT SPECIFIC DESIGN DATA MODEL 3616FS, #11214 UBC 1994 Design Load Data: = 40 psf Roof Snow Locld Wind Load Seizmic Zone= Floor Live Load = 110 mph, Exposure C 4 = 500 psf Building Dimensional Data: 426.75" Length= Width Height = 185.25" = 143" Centerline to Centerline Anchor Bolt Dimensions: Length:;;; Width 424.75" = 173.62" Anchor Bolt Rea.ctions: (per corner tie down location -4 total) 11plifl per Bolt= 2.00 kips Horizontal per Bolt = 6.50 kips Building Dead & Accessory Loads {Approx): * (15% of Building Dead Load+ 3000# Roof Top Equipment) '"" (Excludes Floor Uve Load and Roof Snow Load) Building Dead Load Accessory Dead Load Building DL + Access Uniform Bid DL + Access Uniform Bid DL + Access = = ; = :: 46,529 lbs 10,000 lbs" 56,529 lbs 103 psf "* (see below) Use 125 psf for foundation design TIJ.c floor ml'l-y cantilever 6 V our from the slab on the long Yi.'alls. ,'