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Home My WebLink About2304 FARADAY AVE; ; CB970709; Permit(0_ ee-f #" i65~4CO ( {¼)~A. .. :4f:-~6 IJ(X) Cf • -, T .1 '..:.• .• ,,! , , '',!,I! '· : 7: '7 :1 ·:, )\ _,-:, ,-:~: ~·~~t· -~;7 __ 1,11 ::·•,,-"· .. I':,:,_,).:' t :._' ,,_ '. ,,;- ..,.. ._:.: f'l'~r", ·. · .. .,.. ' ~' J.' t ,,_ -'- H------------,. -..... -· -------.~ ----·""'-~., ~ --~ --------------------- ',, . , , .\, :, ~i--~--~-.~_-._:,_,/ ,?.-:) __ ,,.:i l :>,. . (l l; .:...i..1-4_1: .• :;:.c;::,.:·r.L,::..· ~ · ~-~<,. ---, .. -~ -*" • ,·t -. • ' ..l ,:, / .. ' Tcit.~2. F-=',.:::; /";-\_ '11· .. i,r/--:,:,.f--.,<"• 1i/ IJt' ---:~:-~:~ :: =~': ~ ~~----C --,, -C ----, ---~:,c:70 '"'~ :~~t:~:t~:t; =-~---:~~: i~~~-~=~~ ::, ·: r •:1J :·.J,t_' .... ~(,l~ C,:;•1:"" i~,J<1i t1·.1r~:1I :.=1 .~,:t:J, (~1,~~-:::,_ ~ ' J:..,.;..-.. ,: ,:-,.:.. ' ~ J ' ,, ' " \1 \\ E:. E :-'. :-: I _ i\!:_ ::· · ~1 -,~ f1,.L 1· .. ; -::,::·(·· , ~( ' [ (i.1_-t1.·; :-'Cb .. .:t(LJ.. C,.:\ ... ~.~r1;;.~ t 1:1:_ 2-~ -...~r:~.:./r,u.ct ~ 1 I-}1~.~ t \-: ; ', f ,N ,-.-.?' ,-., ?,;::., <,~,!. , ' I<-\"-••• t_',_; -..... -17 !CGri,=0.-:,\ Tt:O ttr;_") > ~ '- \,,· ' \ t / APPROVAL CLEARANCE ____ __ CITY OF CARLSBAD 2075 Las Palmas, Dr., Carlsbad, CA 92009 (619) ,438--1161 7:: . i) c r7 ~ '' I l (I l' IJ ('f' (l!: ..1 ·, " :i:' '1 ·,,.1• FOR OFFICE USE ONLY Cl_ ee_-f # oihs;ioos6 _1/{uf./J~#-1..J I. ~cJ I Cf PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 PLAN CHECK NO. CfJ(570r ,EST. VAL. 5'o.ab , Plan Ck. Deposit ij '7 y (i) Validated By,~--- Date 'v { 7,,-, ~ ,C:C7 Business Name (at this addres~)- Legal Description Lot No. Subdivision Name/Number Unit No. Phase No"· Total # of units Assessor's Parcel # Existing Use Proposed Use q_e~cription of Work SO. FT. #of Stories I #(5f Bedrooms # of Bathrooms \\le ~ ---Pt,i/4 ~ '-" C1Y'(; 0\. 1ff' ·~ _tJ < , , • · ·, ~c(-½1.~q,\.> -i---~-it .. tti~S I . ..-0~ -Ar,-~ '2. . . NTAQ:J,' PER~ON ftei ·. er~nt fr~uu ilPPli<flint} · F r· . · , d;- ---11 t'j> Name Address City State/Zip Fax# [3, :~;,AP;~L:!PAN!J'. ,,~,on~ijqf9r." JCf~gerit.,fgi'J;q11'tr~qtor::coc~er._, .• o· AgJ:mt fo(0-Wfl'.E1i'', , Name Address City State/Zip Telephone# f4: ·., ,PROPERtt;qwNER:;' . : QS :Z. d ;,,,,,,,~-~- Name Addres City S.tate/Zip Telephone# ~ .. ',QQtil>..AAPT98.~ P9_MR~NY.:H~IY!e .. . . . .. . .. ,, .. . . . . . (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 violatio!! of Section 7031.5 by any applicant for a permit subjects the applicant to civil pe~lty of not more than five hundred dollars [$500])./"\ ~ Vet --,..I' u . . \..a. Name ~ -,,,., A. Address q:;, City State/f'.iP. _ Telephone ~_::: a., _ State License u S J7 ~ License Class -~ p______ City Business License u 1 tCf.K i&. , -r 'l r-i :::> ~ Designer Name Address City State/Zip Telephone State License# _________ _ \6. _ WORKER:S' .COMPl:N!tATJOtL-.. ---· ~-,_,., --~-.... ,, . --·· .. . ""' , · : , . · • . . · --u : , • • 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. Jg!_,_ 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 c~nsation insurance carrier and J30J4:,IL.number are: j[ ,{ Insurance Company '\GL Ca.,.,., ; .... ~ ,-\A :s. Policy No. \:-1%+ \S--0 '2.. J:J Expiration Date T-17 (THIS SECTION NEED NOT BE COMPLl:TED 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' Compens ·on Laws of California. WARNING: Failure to c pe ation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($1 ,000), ddffio of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ~U~E: __ __,x:::z=~::___Lµ:.~======----------~T!: ~---\ f;-CJ ry ~-1i_::~owij);8~~pjtpg_lf~);¢.J;Lifl4IIP..~ . :. . "·--· -~ · .' .. _-_-:· .. :.. . · · ·" _ · " ' · · · · · · I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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(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. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _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 of work): _______________________________________________________ _ 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 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. ;{It., ...:.,,QQN$TR~PTl~N-'!::.!lliDJN9':~c:iEN~:X~ "---~., . , _ .. • , ..... · :, . , . ., .... · · .· . .. .. 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 Cit~ 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 o r 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued the fi 'al under the provisions of this Code shall expire by limitation and become null and void if the building or . work authorized b_y such permit i not ithi 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 t enc d fa a eriod of 180 da etion 106.4.4 Uniform Building Code). \ APPLICANT'S SIGNATURE ---'-~--=:,::+--L--J--------------DATE ~ _:)_] ..5f 2 YELLOW: Applicant PINK: Finance PERMIT# CB970709 DESCRIPTION: NEW INTERIOR CONCRETE PAD TYPE: CTI CITY OF CARLSBAD INSPECTION REQUEST FOR 06/18/97 PARTS,ELECTRICAL, FOR PRINTER INSPECTOR AREA TP PLANCK# CB970709 OCC GRP JOB ADDRESS: 2304 FARADAY AV STE: CONSTR. TYPE NEW LOT: APPLICANT: CSI GENERAL PHONE: 619 471-9388 CONTRACTOR: PHONE: OWNER: PHONE: /J REMARKS: R/CLINT/471-9388 INSPECTOR µ SPECIAL INSTRUCT: PLANS AND CARD WILL BE AT THE FRONT _D_E_S_K~7 ;c.._ _______ _ TOTAL TIME: --RELATED·PERMITS--PERMIT# $E930091 OLP94004 AS940026 FS940007 FA940013 SE950012 TYPE swow OLP ASC FIXSYS FALARM swow STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical 111!_ ________ _ f---- ---------------------· --------------------------------- ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 061097 Final Combo co TP ND FIRE SIGNOFF 050597 Ftg/Foundation/Piers AP TP SEE ATTCHD 050297 Ftg/Foundation/Piers CA TP N/R 050197 Ftg/Foundation/Piers NR TP 050197 Interior Lath/Drywall AP TP 043097 Ftg/Foundation/Piers co TP SEE CARD 043097 Frame/Steel/Bolting/Welding AP TP 043097 Rough Electric AP TP WALLS 042997 Ftg/Foundation/Piers co TP PLNS/CARD EXIST CORR 042997 Frame/Steel/Bolting/Welding co TP 042997 Rough Electric co TP 042897 Ftg/Foundation/Piers CA TP RES PER DAVE 042597 Ftg/Foundation/Piers co TP NOT PER PLAN .. CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB970709 FOR 05/05/97 DESCRIPTION: NEW INTERIOR PARTS,ELECTRICAL, CONCRETE PAD FOR PRINTER TYPE: CTI AV STE: INSPECTOR AREA TP PLANCK# CB970709 OCC GRP CONSTR. TYPE NEW LOT: JOB ADDRESS: 2304 FARADAY APPLICANT: CSI GENERAL CONTRACTOR: PHONE: 619 471-9388 OWNER: REMARKS: RS/CLINT/471-9388 SPECIAL INSTRUCT: PHONE: LI PHONE: INSPECTOR __ {/',.._ ________ _ TOTAL TIME: --RELATED PERMITS--PERMIT# SE930091 OLP94004 AS940026 FS940007 FA940013 SE950012 TYPE swow OLP ASC FIXSYS FALARM swow STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED CD 11 LVL DESCRIPTION ACT COMMENTS ST Ftg/Foundation/Piers ------------------ ------------------ ------------------ DATE 050197 050197 043097 043097 043097 042997 042997 042997 042897 042597 ***** INSPECTION HISTORY DESCRIPTION Ftg/Foundation/Piers Interior Lath/Drywall Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Rough Electric Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Rough Electric Ftg/Foundation/Piers Ftg/Foundation/Piers ACT INSP NR TP AP TP CO TP AP TP AP TP CO TP CO TP CO TP CA TP CO TP WALLS PLNS/CARD EXIST CORR RES PER DAVE NOT PER PLAN 'If 5-02-1997 8:40AM FROM ENGINEERING DESIGN 619 752 7092 ENAINEERING IDESIGN GROUP tmnDfllrM,OMt,-•MClln:ciuw.'-'IW.llllr.s IOA-&COM/l!l\Clli.Olllt!IJl\lllffll .. 810 W. Los Valleeitos. Ste A "'1l · :-S.in Marcos CA •92069 Office (619) 752-7010 FAX (619) 752-709.:? Job Name.-.. -......... C-b~~~r:,-.t::. .. _..P_~l{'(\t-l~ .. . Job Address Job No .. ---El::l l~o.t, .-2... Sh N ---·-·· _, .. /\. . . eet o. By ____ ___.,Hc:,1;,_ .. , .. -···--···----... -.. .Date. 5-2--"1.7. ..... : ..... : .... F .. r:-.::.:.::· .. r ·:· ...... : .... .t ... f .. i ..... :·: .. l'.:. 1: .............. _, ... _·r .... ::.;· · .i ... 1· · ......... ·.r ..... : ... ...: ' ! .. , """"""" •I.~ "'": .................... :.:.::. '' '.' ;,.,., .; .. " .. :.;" r .... ;,,, ... , .... T .. , .. : : : P.2 •J·)J]:1:~f :.f 11J0Ilri: Ef }:i• :::: ·:~·::Fi:: . : .• !-l· ~~~: !.-~:'. ··::~··1 :::i~:r~:::~rr···:r:~~:~r~! if i~ii~I !~:j)!J;I[ji{!;JJiI~I~~~ !-;~!~~~; :~[I~:f \I :i:likt}_---~ .... : .. !.:.) ~·:: ::·: ··,r.-: rs .: ....... . µ,......:...;....;.._~ ....... 4-.,;.....~...J..-i-+...H..;....:..,+-~....:,.a::,;J:--:....-4--:-+-4.-!-~.;-;-i....:..,.._-4....;....;.,oi,,,,~-...;..+..._.;;~~e-(«i'&~~~;>.,.""":"-+-' :m1irr1~m11~~t~tr:TI1~;~e11~f ,!~f t~~if-~H -•::~t~·~·:I:t::::::~J-! it;:;r;#;l,ir~111r:i:~ff tITI.~i;l}tJt:~,1~;:M::; ,! .. ····· :"" ~--:• ·~ ...... : ..... ! ........... :, ... FINAL BUILDING INSPECTION 7""-.....--~=~r'--...,, DEPT: BUILDING ENGINEERING \-FIRE ,, PLANNING U/M WATER PLAN CHECK#: CB970709 PERMIT#: CB970709 PROJECT NAME: NEW INTERIOR PARTS,ELECTRICAL, CONCRETE PAD FOR PRINTER ADDRESS: 1-2304 FARADAY AV '-v-. CONTACT PERSON/PHONE#: R/CLINT/471-9388 SEWER DIST: CA WATER DIST: CA INSPECTEQ _ -~ ... BY: f"'~(A.. INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: DATE: 06/10/97 PERMIT TYPE: CTI ij~CC~~~~~ ~1 JUN 1 6 1997 ~ By ,, APPROVED~ DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED ,.\ -- EsGil Corporation Professiona[ Pfan !l(eview 'Engineers DATE: 4/ 10/97 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-709 PROJECT ADDRESS: 2304 Faraday Ave. PROJECT NAME: CPS Printing TI SET: II D APPLICANT Iii JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. • 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: 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. Person contacted: Dave Johnson, CSI Date contacted: 4/10/97 (by: CM Mail Telephone Fax In Person Telephone#: in person Fax#: • REMARKS: City to field verify that the e is ng building access and bath rm facilities comply with the current disabled acce By: Chuck Mendenhall Esgil Corporation 0 GA O CM O EJ O PC walk in Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporation Professional Pfun !Rf.view 'F,ngineers DATE: 4/7 /97 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-709 PROJECT ADDRESS: 2304 Faraday Ave. PROJECT NAME: CPS Printing TI SET:I D APPLICANT C!:JDR_!0 D PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's*********** codes. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The remarks below are transmitted herewith for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. Submit 3 sets of plans to the city or one set ·to EsGil Corp. And 2 sets to the city for recheck. D The applic~nt'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: Dave Johnson, CSI 135 Vallecitos De Oro, Suite "A", San Marcos, CA 92069 • Esgil·Corporation staff did not advise the applicant (except by mail) that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: • REMARKS: 1. Show the location of the disabled access parking and the path of travel to the Tl. 2. Show on the plans that the existing bath rms will comply with the disabled access requirements of Title 24. 3. How do you intend to provide the required ventilation to the new enclosed offices? Show supply & return registers and note that the ventilation will provide a min. Of 15 CFM of outside air per occupant. 4. Provide energy compliance documents for the new lighting. Include on the plans a signed copy of energy form LTG-1. 5. Engineer assuming design responsibility for the new foundation must ~ign and seal the structural plans. By: Chuck Mendenhall Esgil Corporation D GA DCM D EJ D PC 3/31/97 Enclosures: tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 J JURISDICTION: Carlsbad PREPARED BY: CM VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 97-709 DATE: 4/7/97 BUILDING ADDRESS: 2304 Faraday Ave. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: BUILDING PORTION BUILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) Tl 313 26 8138 Foundation 483 24/4=6 * 2898 Air Conditioning Fire Sprinklers 11096 TOTAL VALUE • 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 135.00 • 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 87.75 Type of Review: • Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 70.20 Comments: * Foundation valued at 1/4 of bldg value Sheet 1 of 1 macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER cB C/ z~ .?o 1 ADDRESS 230,V n rurr;:,¥ A vrr RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) DATE 7-3/-9' 7 TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER _V_/J_/d.....,_=---------v;. __ t--+-/6"'-'-W---'-C/,/'---____ DATE s---s /~ 7 ENGINE~m~ C:\WP51 \FILES\BLDG.FRM Rev 11 /15/90 -~~~~w.~~:_·~~~~:~~~~~~~~IW4Mi~,,ik¢ .. @i __ FLOORPLAR 1/8"=1 '-0" IIOnl. 2304 PARADAY AVB. CARLSBAD, CA. 92008 · ·•·••••1;.A11Daeac1 we.c.••• ........ ,,..,,,u1a · 2.) q 800N ii• o.c. . 3.) fS 8Alt COBTDUOua -TD. 4.) f4 BAR@ lr O.C. S.) Jl'OOTDIG IS 46• .. o" LIIIBAL l"BBT. 3t.91r I I 3'-0* 3•.9n ~ APR 2 8 1997 6'<:> - City of CARLSBAD , \,\? c) BUILDING DEPT. -\ 1:i • ,---.. ____ -------. ·+-;------· I 1 l ~----=---------=-----------[ r==----···---·-·------l / A';,,, + I 2'-G" L I ! I--0" I t l 3 3 2 4 11 4 2 ... ~ ,..: .. _ •1·tttiii1liJlla-4 .. ,t,t_z~,si•111t~~-~-~M1;C:1~,.~..,~.,,__., .,·_i·,_.1t,~f; ,._, .... ~~ .el"yei"''J~;.-, ,~,.~-~1a,~e ~iJ'!">.JWl;!,..Ft .. 9!ti:1,ea. ll ~ -..ist:1tt:~~,~~~1.~~~.,~-·, .. ~.· ... I I I I I I I I I I I I I I I I I I I ENGINEERING DESIGN GROUP GEOTECHNICAI., CIVIL, SIBUCTURAl. & ARCHITECTURAL CONSULTANTS FOR RESlDENTIAl. & COMMERCIAL CONSTRUCTION "' 810 W. Los Vallecitos, Ste A• San Marcos CA •92069 (619) 752-7010 • FAX (619) 752-7092 ~ DATE: PROJECT: LOCATION: CLIENT: March 27, 1997 Carlsbad Printing Carlsbad, CA CSI TABLE OF CONTENTS Design Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sheet G 1 Structural Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sheets 6 -9 Job No: 971506-2 I I I I I I I I I I I I I I I I I I I THE ENGINEERING DESIGN GROUP BY MO DATE 03 /97 SHEET G1 OF __ PROJECT: CARLSBAD PRINTING, FOUNDATION DESIGN FOR MISSUBISHI 3FR UNIT Code: Seismic Zone: Wind Exposure: Soil Data: MATERIALS STRUCTURAL DESIGN DATA 1994 Uniform Building Code 4 C, 70 MPH Wind Speed Per Table 18-I-A of The 1994 Uniform Building Code. Allowable Soil Bearing Pressure = 1000 psf. Rolled Shapes . . . . . . . . . . . . . . . . . . . A36 Bolts .......................... A307 Welds . . . . . . . . . . . . . . . . . . . . . . . . . E70XX, per AWS D1 .1 specifications Concrete: Foundations (Std) . . . . . . . . . . . . . . . . . Fe = 2000 psi Rebar . . . . . . . . . . . . . . . . . . . . . . . . . Fy = 40 ksi (#5 & smaller) . . . . . . . . . . . . . . . . . . . . . . . . . . Fy = 60 ksi ( #6 & larger) Concrete Masonry Units: Block . . . . . . . . . . . . . . . . . . . . . . . . . . Fm = 1500 psi Grout . . . . . . . . . . . . . . . . . . . . . . . . . . Fe = 2000 psi Mortar . . . . . . . . . . . . . . . . . . . . . . . . . Fe = 1800 psi JOB NO. 971506-2 475 CARMEL STREET• SAN MARCOS • C4 • 92069 • (619)752-7010 • (619)752-7092-FAX I ENGINEERING Job Name C--1',... fl-: L s ~~ b Bi-ili'Iltl_C;,i ESIGNGROUP Job Address c:-p._ yZ,.I, <;:. E=> r-.....~ .. -·-GEOTED-NCAI.. CML STRl.ClUAAI. & NV:HITEC'MM. COOSllflMS ---· -------R>R RESdXNTIAL & COMV£RCW. WSTILCllOO I 81 0 W. Los Vallecitos, Ste A Job No. :?/_1 I i=:,aG:, 2-Sheet No. L ----------, an Marcos CA •92069 Hor:=. 8/q7 Office (619) 752-7010 By Date FAX (619) 752-7092 ' ; : . • ~ . . 1 -~ ... ~-.. ... .. ... .. . ... , ........... ' .... : ....... .;. ............... . ·····}· .... ,. ............ · ......... -.......... . ...... -.. ~-. . ... . . --:· 1· .... :---:rA.·13 ···-.· ..... ., . ~:r -P--.. ---.. . .'.l .. ''· ... . .. 16 .. ' .: ... , {.:ii ···;··ci·~-·O(··t.(., I . ~l-~1:~f ~1~-~~~f :~~i1f f =~,~1It 11~ =~~ff tt :i;;-JJ-=f: ;-·•~'.~-~i_z_:?:-:~~:~::,~~:-L ~-____ , . -~ ---. --------- ' ... ; ............ . --~ ~t-:E;f / ;f 4Ili!-t;~~1{ =iiiif i~:iIJJ'. );_~f :-\~:_:I :::• ':-:-:--· /L"L:-- .... · ... · ······-··l-········l······················· ··r ...... :··· ·-··· :····r-·: .. -~ -·· ·:-. I ........ · .............................. , .: .. : .... l . : . ~ .. : ... : ........ .-· ... , ... ~ .. i" .................. '. .......... : ................ ·ii'_ . : ..................... . I I ENGINEERING ' DESIGN GROUP c.£01IaftCALcr,n.__5mix;nJAAL&ARCHITECTllW.COOSll.TNlTS fOR P.ESIOENT\AL & CXWl,',ERC!AL coosmLCTIOO 810 W. Los Vallecitos, Ste A -,;_~ "'$an Marcos CA •92069 Office (619) 752-7010 FAX (619) 752-7092 i ... ··1 , i . . ' . . ~·-t f. ... .... ........ . ' l • \ ........ . ! : ! • i : .. Job Address __ ~ ~L--IB~t;\--~-------- Job No. CJ11'50Ct?-2 Sheet No. _ ____,.2.- By __ Hoe. Date----''3=-1-/....L..C/....L..7 ____ _ ....... :r: .. :. -~: ..... ·[" .. .. .i . .. ... , .... ··;·· .. •····· ' ' .... :···;···1 . ··: ·····! !. .: .. :. { . ; . . . . . •• :· •••• < ... ·--············· ...... . ' l . -·-·--. -. --~ . ~ ···-:-··i __ : ..... ---····-.... - ' ....• -~ ... l .. ; ........ . ' 1 ! \ .. .: .. ;· ...... ----~ .. i-.. ;···. ; ... ·:· .. ···t······ -! .. r --·. ; ... !. •• -:- : ; : • • •• • • • •• , • ~ • •• • > •• : ••• -i --· ; .... : ... ; .••.. :. . . i .. --~ .... i . l i ; • ....;....,;..-1.....;.. ..... _.,.:..J;.._...,..J...~.;....;...:w.....;_....;,....;._~...,,"""' ..... .,;,,,,..;...;.......,_.;,,..,1...,."'""+·i..w.-.--....;,.,,J,_··· .. ~---·· .. ·1·_· .... : _._i ... _f_·_·_· __ ·:_· .. E •. ~>· .. +:LFi~fl: I I GENERAL I I I I I I I I I I I I I I I I I 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK, AND NOTIFYTHE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYPICAL DETAILS ON THIS SHEET IN CASE OF CONFLICT. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. THE DESIGN IS BASED ON THE 1994 UNIFORM BUILDING CODE AND THE LOCAL BUILDING CODE. 5. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FOUNDATION 1. FOUNDATION DESIGN WAS PERFORMED IN ACCORDANCE WITH TABLE 18-I-A OF THE 1994 UNIFORM BUILDING CODE, ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF. 2. IF THE BUILDING INSPECTOR SUSPECTS EXPANSIVE SOILS BASED ON OBSERVATION OF THE FOUNDATION EXCAVATION, HE/SHE MAY REQUIRE SOIL EXPANSION INDEX TESTS IN ACCORDANCE WITH LATEST U.B.C. STD OR THE SAN DIEGO COUNTY CODE AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE SOIL ENGINEER'S RECOMMENDATIONS HAVE BEEN INCORPORATED. 3. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WITH A MINIMUM SLOPE OF 2% FOR AT LEAST 7'-0" UNLESS NOTED OTHERWISE. 4. PROVIDE MINIMUM FOUNDATION PER TABLE 18-I-D OF THE 94' U.B.C. FOR STUD BEARING WALLS, U.N.O. I I I I I I I I I I I I I I I I I I I CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 2,000 PSI. 2. REINFORCING SHALL CQMPLY WITH ASTM A615, GRADE 60 FOR #6 AND LARGER, OTHERWISE GRADE 40. 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALLS OR SLABS UNLESS SPECIFICALLY DETAILED. 4. REINFORCING DETAILING SHALL CONFORM TO THE ACI 318-89 AND THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION. 5. REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACING CONCRETE. 6. WALLS AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING. 7. SPLICE CONTINUOUS REINFORCING WITH 30 DIAMETER OR 2'-0" MINIMUM LAP. 8. TYPICAL CONCRETE COVERAGE OF REINFORCING: _,. • CONCRETE CAST AGAINST EARTH ........................ 3" • EXPOSED TO EARTH OR WEATHER: LARGER THAN #5 ......... 2" • #5 AND SMALLER ..................................... 1 ½" • UNEXPOSED -COLUMNS, BEAMS AND GIRDERS .............. 1 ½" • SLABS AND JOISTS ................................... 3/4" STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A36 (FY=36 KSI). 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 3. ALL WELDING SHALL BE BY THE SHIELDED ARC PROCESS USING E-70 ELECTRODES AND CERTIFIED WELDERS. 4. CONNECTED MEMBERS SHALL BEAR ONLY UPON THE UNTHREADED OF BOLTS. I I I I I I I I I I I I I I I I I I I 5. PIPE COLUMNS SHALL COMPLY WITH ASTM A53, GRADE B (FY=35 KSI). 6. TUBE COLUMNS SHALL COMPLY WITH ASTM AS00, GRADE B (FY=46 KSI). 7. MACHINE BOLTS SHALL COMPLY WITH ASTM A 307 UNLESS OTHERWISE NOTED. 8. ALL WELDING SHALL BE IN CONFORMANCE WITH ANSI/ AWS D1 .1-90 9. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED. SPECIAL INSPECTION 1. FOUNDATION EXCAVATION. 2. STEEL PLACEMENT. THE SOILS ENGINEER SHOULD CERTIFY SITE GRADING AND THE FOUNDATION EXCAVATIONS FOR PROPER BEARING AND COMPLIANCE WITH TABLE 18-I-A. NO CONCRETE SHALL BE POURED IN THE FOUNDATION EXCAVATIONS PRIOR TO THE ENGINEERING DESIGN GROUP OR THE ARCHITECT RECEIVING A COPY OF THE SUBJECT LETTER. THE FIELD OBSERVATIONS PROTOCOL SPECIFIED HEREIN IS CONSIDERED THE MINIMUM NECESSARY FOR THE ENGINEERING DESIGN GROUP TO HAVE EXERCISED 11DUE DILIGENCE" IN THE STRUCTURAL ASPECT OF THE BUILDING. THE ENGINEERING DESIGN GROUP ASSUMES NO RESPONSIBILITY OR LIABILITY FOR STRUCTURES CONSTRUCTED UTILIZING THESE PLANS, BUT NOT MEETING THIS PROTOCOL. . :·.:,·- •' ' . ·· .: . . : y -.~·:, . ·"' .-; l ·:--••• \~ ;",,:;., 1-., •. ;, ., -.;._ ..... . ,•, -·•-:,~" ... .·.·-~ t.,-, • . . j ',i•,:,\' \' J ' . ~,: .... .r-- '(S . 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