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Home My WebLink About2101 FARADAY AVE; ; CB973237; Permit12/11/97 11:38 Page 1 of 1 B U I L D I N G P E R M I T Permit No: CB973237 Project No: A9704166 Development No: Suite: IMPROVEMENT Lot#: 2206 12/11/97 0001 01 C-PFMT 02 257n00 Job Address: 2101 FARADAY AV Permit Type: INDUSTRIAL TENANT Parcel No: 212-070-01-00 Valuation: 25,000 Occupancy Group: Description: RELOCATE EXISTING Reference#: RACK SYSTEM Construction Type: Status: Applied: Apr/Issue: Entered By: 722-0042 NEW ISSUED 10/28/97 12/11/97 JM Appl/Ownr: MANDEROS rroNY 6035 EASTON STREET LOS ANGELES, CA 90022 213 *** Fees Required *** , • ·1ci,:*· · F·ee~ Collected & Credi ts Fees: Adjustments: Total Fees: ..._ ------.-------->----------------------------/ 421 ,_''00 ', ; \ ' .. · . oo -,To;tal, ~redi,ts: , 421. 0Q Total.-)?ay-1;1enbs: .00 164.00 '--~ -.B-al-a.nce· Due-.: 257.00 Fee description , ,'. . · , ·,.-.,. "l::init~'·, _'.-;. F,~'e/tJni t Ext fee Data -------------------, -------· -, _____ .,. ,/ .'--,· ~-----',_ ~ '\ _/ --\\ ------------------ Building Permit ·. 7' \ 252.00 Plan Check ... ·, , ./ 164.00 Strong Motion Fee > ·:,>···:· · 5. 00 ' .• \ ,., ··1 * BUILDING TOTAL , _,:/i/,~'. .. ~-:,·,r 1 .. ~ <:j'i:, ,\ ,,. 421.00 '' l, ;. f / '.-1 'I l, ,c , " I / ''"\ '' i ' l/,, 1, ': \/ ',.\ ·1 · ,, \ :: / r ~ ':_)~:', J., __ ./ , .. •, ' -~:--:~ ',,·:,·_ \ -~ 1~:C(j:':tiJon . .\rc:o 10.)2 ,I FL\JAL APPROVAL INSP~ DATr::-¢1-'fir" CLEARANCE _____ _ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 PLAN CHECK NO. 9732.3 7 EST. VAL. ~l)(~~ . Plan Ck. Depostt =-()Z} Validated By ...J ff · 1 ;t,, .fRQ,U;QT J~F.QRIV'!~!IPJt - :2.\0 ( FA:i.?,4DA:Y Address (include Bldg/Suite #) -'<, ,_,-', M,, '',"~N - Date (6 j~ 7 Business Name {at this addres0747 .10/28/9 Legal Description Lot No. Subdivision Name/Number Unit No. nits 164n00 Assessor's Parcel # Existing Use Proposed Use 12.m-a::~ Description of Work ~\$;. RA:<,frj SQ. FT. #of Stories # of Bedrooms # of Bathrooms Name Address City State/Zip Telephone# Fax# [3',,,, :~~~~!P~NJ'_,,J]:;:[oi:i~r~o~C?t. .~g,1l)'!M_orfrC_9~¢.ti( :_,0-(;h.'.(l_ryJlL :,O_.~g,erit;for C)wner,,. , . · _· , , "_" , . _',' .• , ··. • •• : _"' ,. . . 12.l<':.k_ I AN\';,t;:l2o-5. K)&S: ~S<foM ~"t"'" ~er.Les? t..A-q~ 2./3 722-00'-f~ Name Address City State/Zip Telephone# ti ~eaoPektv-::~.iL -. .i O A~LS~-2i·wo~ Name Address City .tate/Zip Telephone# ts • .: \QQti!tfl~,P,lfQR : ·P.OMl?l\l)lY.NA!Yli; , ,. -. . ·". ', ·. ~ . ' .. ' - {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 a~cant to a civil penalty of not more than five hundred dollars ($5001) . • _ , TV ,Z,: 4$"" Ave. z'2 !1-f.ll\l{J ~ ' a "1 3 Name State License u _,S=G..,,8,,_· '2;-""-'"3.=-==r=----- Designer Name Address City State/Zip Telephone State License # _________ _ ,!); _-,w.913_1S,_g_R~'J;.~Q.1Yll?.!;J\!SATl9J~; ........ :..:--... .,-.: ___ :, ... ·-·~ .,:"-···· , .... ,. , .::,·; · .. :,..:. ... , .. , ·. ;~ .. 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. ~ 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 AC.C'\Z-J> Policy No.\,& I(. S-71 <t':'2 l ',' I Expiration Date %:/ '36/ df ~ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS) D 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 addWfln to the c t of com ensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE ' ~ DATE fp/zrlt57 ;i,_. .'::·-:ow:~~~!3.YJJ,;Qj[,PEQ(8i!8I!Qt( : .<, .... '::.. . : .:.c .. :~ _; -_ .'·:_: 'i: . '. ~-·.:,.. . . --., _'.. . , I hereby affirm that I am exempt from the 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 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). 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. D 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? D YES D 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. fit;L,7iQt,1$,T3l[Q'J:IP!'!J,!;,NP,JN._q._~§FN<;:\'. .• •. ;L.:,,.'~.A __ ; , .... '., .. · :,,_ .. : ... : · ·: r· , '·'" · · , .. · ·" · 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 _______________________ _ ~:'::'AP.P.J;J.P~.1tt¢J;,1rr1~J1Qrit_ __ , ;·, ; ___ -_,. .,.,: .. ·; .· ______ .,_ · -· · < . . -.· . , -. , ·-;, 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 CbNSEQUENCE 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 work is _crenced r a pe ' f 180 days {Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE ~ q.cJ, DATE {£) /·z;.,g,_,,,/ q '7 WHITE: File YELLOW: Applicant PINK: Finance PERMIT# CB973237 DESCRIPTION: RELOCATE TYPE: ITI CITY OF CARLSBAD INSPECTION REQUEST FOR 03/20/98 EXISTING RACK SYSTEM STE: INSPECTOR AREA PLANCK# CB973237 OCC GRP CONSTR. TYPE NEW LOT: JOB ADDRESS: 2101 APPLICANT: MANDEROS CONTRACTOR: FARADAY AV TONY PHONE: 213 722-0042 PHONE: OWNER: REMARKS: C/RON/1888/680-5969 EXT 1021 SPECIAL INSTRUCT: PM PLEASE TOTAL TIME: --RELATED PERMITS--PERMIT# FS950015 AS950062 FAD95034 FAD95036 FAD95038 FAD96009 SE970134 AS970133 C0970102 AS980006 CB973470 CB973736 TYPE FIXSYS ASC FADD FADD FADD FADD swow ASC COFO ASC PLUM PLUM PHONE: _/J INSPECTOR--~~~--------;, STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural ~ ~&IP=~#Z:::::.uAf-~.e...L.4~'1?.~~~=-+-'-l!!C;...----- 29 PL Final Plumbing + 1 39 EL Final Electrical ----49 ME Final Mechanical _f./_ _______________ # -~-=-;a-rd;:--,--&-~----6;-A----4-~--'446 ___ _ ------------------------------------ ***** INSPECTION HISTORY***** DATE DESCRIPTION ACT INSP COMMENTS FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING :e_IRE PLANNING CMWD ST LITE PLAN CHECK#: CB973237 PERMIT#: CB973237 DATE: 03/20/98 PERMIT TYPE: ITI PROJECT NAME: RELOCATE EXISTING RACK SYSTEM ADDRESS: 2101 FARADAY AV CONTACT PERSON/PHONE#: C/RON/1888/680-5969 EXT 1021 :, MAR 2 3 1998 SEWER DIST: CA WATER DIST: CA i .. 1 L INSPECTED BY: ft·ZL INSPECTED BY: INSPECTED BY: COMMENTS: I DATE ~ . INSPECTED: -:j;f;lif APPROVED _v_ D TISAPPROVED _ DATE INSPECTED: .r DATE INSPECTED: I APPROVED DISAPPROVED APPROVED DISAPPROVED CoNSTRUCTION TESTING & ENGINEERING, INC. ENGINEERING, INC. 13 March, 1998 SAN DIEGO, CA · 24 I 4 Vineyard Ave. Suite G Escondido, CA 92029 (760) 746-4955 (760) 746-9806 FAX RIVERSIDE, CA 490 E. Princeland Ct. Suite 7 Corona, CA 91719 (909) 371-1890 (909) 371-2168 FAX CITY OF CARLSBAD BUILDING INSPECTION DEPT. CARLSBAD, CA 92009 VENTURA,CA I 64 5 Pacific Ave. Suite 105 Oxnard, CA 93033 (805) 486-64 7 5 (805) 486-9016 FAX RE: LYNX GOLF 2101 FARADAY AVE CARLSBAD TRACY,CA 392 W. Larch Rd. Suite 19 Tracy, CA 95376 (209) 839-2890 (209) 839-2895 FAX LANCASTER,CA 42156 10th St W. UnitK Lancaster, CA 93534 (805) 726-9676 (805) 726-9676 FAX CTE Job No.10-2479 Please find enclosed copy(s) of the most recent Inspection Report(s) with regards to the above mentioned project for your information. Should you have any questions please do not hesitate to contact this office. Respectfully submitted, CONSTRUCTION TESTING & ENGINEERING, INC. CC: THE BLACKMORE CO. RENO CONTRACTING SMITH CONSULTANTS PRIME STRUCTURAL ENGINEERS B&G CONSULTANTS GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO•TRACY•CORONA•OXNARD•LANCASTER ENGINEERING, INC. INSPECTION REPORT PAGE _L_ OF j_ PROJECTNAME: Lyµ;c ~ ADDRESS: 9-J O ( EA ie..Acf A;t CA~l~hAd ARCHITECT: ___________ _ INSPECTION ( )CONCRETE ( )MASONRY CTE JOB # @ ';)... "r'7'7 REPORT# ______ _ MATERIAL IDENTIFICATION CONC.MIX#/PSI ______ _ GROUT MIX#/PSl. ______ _ /Vl ,g f-I? jl/(,-( ) P.T. CONC. MORTAR TYPE/PSI _____ _ ·~ ~ 5:'• f . .l./. l ) FIELD WELD CONTRACTOR: n-Ct ( ( C. Col½ s+urc,vt"1Z-REBAR GRADE ______ _ INSPECTION DATE: ')_ -~ S .... 9 6 ( )SHOPWELDING STR.STEEL _______ _ PLAN FILE: ___________ _ ( )PILEDRIVING H.S.Bor:r _______ _ BLDG PERMIT:_q~7.:...._s--=-~__,3"---'-7 ____ _ ( ) BATCH PLANT MAS. BI,.OCK ________ _ OTHER: ____________ _ ( ) EXP. ANC:!;;i.OR ELECTRODE -,---:--'---.---e----:----.--~ l'}fl'\ SO,+/ 12.e& He,qrf t s,,...(),;oiJ (~THER VJe#:,t-.4lf 5.KfANSitJN 80/-/S Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ) REBAR ( ) STRUCTURAL STEEL ~OLTS INSP. PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS o P i?,I~ 1 QAR-L i!Jl.e. o E: 5 f-ti rpfg. &L1. c. ts ( J) ) t/ o 4 /z."ffANSc'dtJ as1/f5, <J/Je.. A-;vc/4.or M1f<<::; IN_:) /Jarf~ ! F;----< lt ~ t' .a# Le 5-/nr-fl)J Ptr,,pi..._ ~ d~ ti. <; ( tilt.. c.J(:= ft( 41 , tt ~D re/IA. av~d. ~ replA<-ed ':L ;<)/v0-h.ov-4> rrd¥1--£}--w, cu~ R-efurl:-Q,i~d '--2-0-'?$~rt;== I n· 1 t I \ 1 l } ~ ~ Certification of Cqmpliance: All work, unless otherwise·n9ted, complies with the apprc;,ved plans ~d specifications a11c1 the , uniform building code. , , .:.~, NAME:(PRINT) _.D~i"·tr\.(d -s-1":-tt~ CERTIFICATION NO.: ?<3175)..!2..?-8·<:&·' l C/1-0 GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY • CORONA • OXNARD •LANCASTER ENGINEERING, rNC. INSPECTION REPORT PAGE_OF CTEJOB# /0 -;J...'-/7'7 PROJECTNAME: tyN)C . Go/F ADDREss: <Q.. z 6/ EA,-. ad Alf C4rl< /2,1-d ARCHITECT: ___________ _ ENGINEER: :5& {Z.11,,i,'c_ M4f#g.iA{ t'5..IVG.· CONTRACTOR: t?A~<'6c.. CoJ4t;+-SfH,tC:1-i,f~ INSPECTIONDATE: ~ ')-.0~ ~ ~ PLAN FILE: ___________ _ BLDG PERMIT: q 7 3 ;l_ 3 ] OTHER: ____________ _ REPORT# ______ _ INSPECTION MATERIAL IDENTIFICATION ( )CONCRETE CONC.MIX/tlPSl ______ _ ( ) MASONRY GROUT MIXltlPSI ___ ----, __ _ ( )F.T.CONC. MORTARTYPEIPSl _____ _ ( ) FIELD WELD REBAR GRADE. ______ _ ( )SHOP WELDING STR. STEEL _____ --'--- ( )PILEDRIVING. H.S.BOLT _ _,__ __ .,_· ___ _ ( ) BATCH PLANT MAS. BLOCK,-.o..,-~-----,.- ( ) EXP.ANCHOR ELECTRODE ___ .,---,.----Rtt,._S:e +/ 12e& t+eAcJ... 'f Si-.p<;w (~THER We.1,(s "-4 {t h 'Kfi4/V'Sl(;JtJ 80/-f/ Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL (-~rBOLTS INSP. PERFORMED; JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS s -+--+-+--+--+-+---'-~~d-,--,. __________ -----;~-,---,,,1,,.--- G--f--+-1"---t---+-!--~-~-~------=--~----;--:--;-,...=--"7"9::;~H-::::ol-i=;;....__t""""' G--Lt.h -t 8' hr~ 0 :-r= 4 h-I, r ,,,____~__,. ( Certification of Compliance: All work, t,nless qthe!'Wis'9 noted, complies with the approved plans and specifk;ations and the uniform building code. · NAME:(PRINT) (j ONi'./o( ~~ (f'~ . SIGNATURE: rt) ri-o?{rX2 ~ CERTIFICATION NO.: -f c, 3 7 'i,Q., i -'~,r~ / Ci5!.J GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY• CORON~• OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PAGE I OF l CTE JOB # /0-t!A 1/~ REPORT# ______ _ INSPECnON CATION ARCHITECT: Jwu T/, ~"U'?-t/.lt~< ( }MASONRY ENGINEER: Se/ z,,,.,; c.. A,c,/c:,-,~ / ( ) P.T. CONC. CONTRACTOR: l?«t:f/C.: C'Afid J~r-9 ()FIELDWE '> __ // _ L:Jl'P ( ) SHOPWE INSPECTION DATE: ~J~"tJ~V--~~~~----- PLAN FILE:~----------- ( )PILEDRI BLDG PERMIT: __________ _ OTHER: ____________ _ Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ,REMARKS · · lion of Compliance:: A• work, unless otherwise noted, complies with t.q1iform building code. ··· NAME: (PRINT) ~/ G, /tori SlGN~TURE: ~~ CERTIFICATION NO.: _ _.q'-----"-'-s-'-l---=-tf.-<2'------- GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (769) 746-4955 FAX (760) 746-9806 i -- ,CoNSTRUCTioNTEsTING & ENGINEERING, INC. ESCONDIDO• TRACY• CORONA • OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PAGE L OF ( .INSPECTION. ( )CONCRETE ·( )MASON~Y CTE JOB # /c> ?-1/---~ REPORT# ______ _ MATERIAL IDENTIFICATION CONC.MIXit/PSI~--------'-'-- GRQUTMIX#/PSI, ___ ~----~- " ARCHITECT: _______ ~---- ENGINEER: $ (!_ (2._fl,-,. t' <2._ /V{ I-} f-, ·17 jl/6-_( }P;'.f. CONC. MORTAR TYPEIPSI ____ _,,_....__ CONTRACTOR: j>A-cJ f; c.. Cop.sf sfurc1trM1. )FIELDWE.LD ~BARGRADE,'....., -----.,.....- . C""\ 'l '==' 90.-( )SJ'IOP\VELDING STR.STEEL~.-------iNSPECTIONDATE: .,t...-ti->-.. V PLAN FILE:-~---------- BLDG PERMIT:_q---'---7,_____'1---=---;)_----'3---'-7 ____ _ OTHER: ____________ _ ( ) PILE DRIVING H.S.BOLT ___ -___ _ ( )BAtCHPLANT MAS.BLOC • ..., _______ .,............. ( ) EXP, ANC~OR ~LEcrRODE . . . ~i<tfksaf/ 12.e& He,:;cf 1 Sr"""P~i.J . ()(!OTHER t)!lei!b~-: t-}lt fi.KPAN<f.t'dN !3>ol# Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL frtBOLTS .JNSP. PERFORMED, JOB PROBLEM, MATERI_AL 1O1:;NTIFICATION, PROGRESS, WORK REJECTED, REMARKS . £YOA;.J5r'<1tJ b:J It-~ ·u~.; fJ~ 211~ t::;--t TJ&!d -At?A'~ a,,vd 5--011/~ ~,R --a/) ~dhd)Jdl Jc.r?a #-be '363.I 1 I lz.'f/JAAJS>dN au! fs C (J;Je_ ftp,cfto r h ,r<~ IN_:;} Nor~~ < {rL., 8 ,--; ~ Le5 3 'S -/ 11 r-f f }J5 Ft(/ f"---~ o (.,A. rL-'5 , tfl..rc.. a,-::: /fo(£7, jt/'{,o refr'..ovecJ... Cf)-re{}fA<ed, 1. 1)/v(.)~1..oir'> r,ovi-·preU<OV~ fl u~+ /l +.et,{ ')_ -I--0-'1 t -6 ~ \ I I I l I I I \ J Certification of Compliance: All work, unless otherwise·noted, complies with the approved plans and specificatrcms ahd the uniform building code. NAME: (PRINT) ..Do 11' Y-\-( d $ r--. ,•th. CERTIFICATION NO.: IO J 75)..f).. 'J---e/<'6 ( C lb 0 GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. -ESCONDIDO• TRACY• CORONA • OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PAGE_OF CTE JOB # / O ;J.. lt 7 '7 PROJECTN:AME: l YN )< , Go!(,:;:._ ADDRESS: ~J 6f EAt 14J Av; C!Ytrl<h/Jd 1 ARCHITECT: __________ _ ENGINEER: 5/? FZ.~1'c... Mfff/E~iA/ t'3.fl/(;... CONTRACTOR, f)Ae..c'(t'c.._ CoJ4'7../-Sf-rt-1c1-(1~ INSPECTION DATE: ~ ' J-0 -~ ~ PLAN FILE: ___________ _ BLDG PERMIT: q 7 3 l "3 7 OTHER: ____________ _ -INSPECTION ( )CONCRETE ( )MASONRY ( ) P.T. CONC. ( · ) ~LD WELD· '). REPORT# ______ _ MATERIALIDEN'.f.lFICATION CONC. MIX#IPSI. ___ ___,_ __ _ GROlJT'MIX/f/PSI.~. ___ ___,_ __ MORTAR TYPEIPSI _____ _ REBAR GRADE_........,. ____ _ ( )SHOfWl3LDING S1RSTEEL~---~-~-- ( )PitEDRIVING H.S.BOLT ____ ~--- ( )BATCB:PLANT MAS.l}LOCK _____ ....,_,__ ( ) EXP. AN()f!OR ELECJRODJ;3 ?; · K/4fl,,..'Se+/!t'.edl. /.1-e,o,d. r Si,-...p<;w ()')'OTHER W~,e ""$; {/ Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL (y) BOLTS INSP. PERFORMED, JOB PROBLEM, MATERIAL IOENTIFICATION~ PROGRESS, WORK REJECTED, REMARKS. f< t ?. '3 I..,( ~r b Bal+ rA;lure. µer+~ W&'5f /tY~A-. OF f3Jd11 13v -;,, l / ~ i3reA-k RooA--,... Li{'(G. 14 ~ ;;t fV O ,I-~ side I fo;J l1 Li';J e_ B ,, , B-'J. 'ft OU. +t._ '5 ; d/.e_ ,, C ON -f ,-Y-1--C f o r . wd( Pf)r- t-n. otJdAv ( . .. V ~?<:'\ ) ( ( L ' r J ~&--r;·;i-. ,( 6'hr.r 0:-t: '-l/2-A~1-~l~ lt~-A /4, l V -V .,, V,,..., · Certification 9f Compliance: All w.ork, unless otherwise ·noted; complies with-the approved .plans and specifications and the uniform building code. NAME: (PRINT) [j ON Al cA ~ t-t.,-. 1·'Yl._ CERTIFICATION NO.: 1 tJ 3 7 ')_ IJ.. 1.-f? 6 / C.1~ (J ,. SIGNATURE:--'c;;;,'--f"L,-~~-"~'--=----- GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 - CoNSTRuci;:n:oN ·TEsTING & ENGINEERING, me. ESCONDIDO • MODESTO ° CORONA., 0 OXNARD O RENO O SEATTLE O LAS VEGAS ENGINEERING, INC. INSPECTION REPORT -~ /' 1 ARCHITECT: -:::lm ,1:z;:;,,,r ~ 7-1&r"fr f/ ENGINEER:-------.,.,,....---------- .-4, ~ CONTRACTOR: ---'d'---'-4-t/$i;;."',,;1""'d"'""2"---------- INSPECTION DATE: /' o? ~ ; J ~ .97 PLAN FILE: q,,., ;J ~ '3 7' BLDG PERMIT: ____________ _ OTHER: ______________ _ INSPECTION ( )CONCRETE ( )MASONRY- ( )P.T.CONC. ( ) FIELD WELD ( ) SHOP WELDING ( )PILEDRIVING ( ) BAT'H PLANT { ) EXP. ANCHOR Material Sampling PAGE_LOF~ CTE JOB# --"-/"""'a-'""":c... ______ _ REPORT# _______ _ .MATERIAL IDENTIFICAllON CONC.MIX#/.PSl _______ _ GROUTMIX#JPSI,_ ______ _ MORTAR TYPE/PSI ______ _ REBARORADE, _______ _ STRSTEEL H.S.BOLT l\,fAS.BLO ELECTRODE ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ~".B"DLTS fNSP. PERFORMED, JOB PROBLEM; MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED. REMARKS -4f:~ .... "' ~ e_,.,, ~...-?Y'-u=rc~.Zr ~_,, .Z: l ,I' -•>r-~r-*' .-J ~ t;,,ae: _,1-, , , £!b • __ C • I • • ,-,,,- w ... / ,J: / &, ff £-,,,, lJ (!;<Hf' /"'A ,[ _;;!':_?,..--<1 ,4 A o ~ I 4--n ;;1.. 4,6, if' J -I ,C I .,- -I .,,,_,.;,, -_,, r .,;;;;;;.,r--. - _.....,,,...,t:;Ac "4-£z o , 1, I Ge ti!"" f ~,./4JA~-'7"'", If I I I ;;::;:;. ~ t ., J ])e0 41,_ ;:-_ :::t7,._ ,.,,_..,~f4-- _ Certification of Compliance: All work. unless otherwise noted, complies with Ule approveo plans and specifications and the uniform building code. , · · · <'I NAME: (PRINT) .1'JSU!--,e ~ CERTIFICATION NO.: ___________ _ SIGNAT~~E:42~/ t ,/ ~/ -,_. ,.. GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE GESCONDIDO, CA 92029 (61,9) 746-4955 FAX (619) 746-9806 e·oNSTRUCTION~ESTING"'&-ENGINEERING, INC. ESCONDIDO • MODESTO •CORONA• OXNARD • RENO • SEATTLE• LAS VEGAS ENGINEERJNG, INC. INSPECTIONREPORT JPAGE 1 OF -, CTEJOB# L<l"~ - PROJECTNAME: LYNX ~lf: ADDRESS: Z. IO 1 t/\@-£7/4'( ARCTilTECT,~Wt1t:1(~iAJ&/Vl/JJ· INSPECTION ( )CONCRETE :( ) MASONRY· '.( ) P.T. <'.';ONC. :( ) FIELD WELD REPORT# • I I . MATli!RIAL IDENI'IFlC~TION . CONC.MIX#IPSI ______ _ GROUTMlX#/PSI_. ---.----- MORTAR TYPE/PSI _____ _ REBAR GRADS ______ _ ENGINEER:--'------------- CONTRACTOR: {<f ~ INSPECTION DATE: 1 /J2 (q 'J '.( )SHOPWELDING STR.STEEL _______ _ . I PLANFILE: -=-----------rrJf'} BLDG PERM1,w.dDq 7,2B.Zlf7 OTHER.: __ --''----------- ~ [( ) PILE DRIVING H.S.BOLT__,....,.._ ___ __,..._....._.. ' I< }BATCH PLANT I .. MAS.BLO-..,,,,,_ ______ _ j( ) EXP. ANCHOR ELECI'ROD~--~---- j)wTI:IER Material Sampling . _( ) CONrRETE ( ) MORTAR ( ) GROU! ( ) FIREPROOFING ( ) M~SONR~CK ( ) REBAR ( ) STRUCTURALSTEEL 1 ( ) BOLTS ('AtJftl-6:J/\1ft ':;f(.€Ut.,f(Jl<1£i(", }p./C, -{ 5') \-.IO~JQ:;.J:ZS . lNSP. PERFORMED, JOB PROBLEM, MATERfAL IDENTIFICATION;. PROGRESS, WORk REJECTEP, Rl.:MARKS . ~~~~ ' ' ' ' ' ' " ' V ' -~ # ,c .,. iL-, i" aurl<---J3t>L::. _ (:) JJ 4 r=: :SyM··;=r1>;ARt: _.;~,,---Ho LITT ~Ac;:f<# ~#kuvhilEJ:J o u,, IL ., G '-rrfe ·pc. lj I Pl<. 1 !JI<. 1 t2 }i,,.L1([AlLffT7 av..") a:/:- [~=-r---.,_.,;,..~~.,;· WAL ~-·~-'II:~-RCrJ, U W • 4 ..f l i • 2 • J. I t I ----·. , . " ~-i l>J DI ('/Jtfh IA O i.::[S {2f-::.1J LJ:3(_ @, 1 1 C.erfflioation of Compliance: All work~ unless otherwis~ noted, complies With the approved plans and specifica · nd the un[forin building code. NAME: (PRINT) ......::,:.-+,f;-'=t'~ "n:;;n--c.-<--~'*7l''--7'--',~J-=---, \-Vl CERTIFICATION NO.: _________ _ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 ) • f ,. ~-,· CoNs~rn;TloNTEsTING &'ENGINEERING, INC • 0 ---ESCONDIDO • MODESTO •CORONA• OXNARD • RE;NO •SEATTLE• LAS VEGAS ENGINEERING, INC. INSP-ECTIONkEPORT . PAGE_Lop ,# PROJECT NAME: /Vll1L £ ~ ADDR~ ~-/o / ~ .. ~.'o/ 0~L · ... S' lJ'/?e::, ENGINEER:-----==---------- CONTRACTOR: ,-~ '•,INSPECTION DATE: ;;µ 97;?;; 7 PLAN FILE: <p'7 -:r" "'5 7 BLD_.G PERMIT: ~<5 p 7 J23'ffl1 OTHE?--;.;.::.---:~*--M .. =-,q;--F-_7-"-----c=J'-~---:J._7------- J / '.INSPECTION ( )CONCRETE ( )MASONRY- ( )P.T.CONC. ( ) FIELD WELD ' CTE JOB#-----,------=-- REPORT # /().,,-;;l <",/ /J 9 ' ~ ) MAT.El.UAL IDENTIFICATION CONC.MlX#IPSl _______ _ GROUTMIX#IPSI.__ _____ _ MORTAR TYPE/PSI ______ _ REBARORADE. _______ _ ( ) SHOP WELDING STR.STEEL ________ _ ( ) PILE DRIVING RS.BOLT ________ _ ( )BATCHPLANT MAS.BLOCK _______ _ (~~-ANCHOR ELECTRODE _ ;; )~TIIER -~~6,.£ ~ (: Material Sampling / ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS -"' - INSP. PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, Rl:MARKS Certification of Compliance: All work. unless otherwi$ noted, complfes with the approved plans and specifications and the _· uniform building code. · · , ··" -p.z ~ CoNSTRUCTION TESTING & ENGINEERING, IN~. ESCONDIDO•TRACY •CORONA •OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT . _fAGE ~F PROJECT NAME: =L-+y_._l'l-'---'--'X ______ _ ADDRESS; ~t:Tcn ·~ EAil9~/J)~"·---,21zyg ' .... ,0: ... ... -- Cfi-ttL< E,<J"D1 CA • <j'2.oo8 ARCHITECT: fA:l$.. t ?H/1:SiL ENGINEER: ____________ _ CONTRACTOR: p,9,,~tr1 C... scwc.rvus INSPECTION DATE: S-J-3 -9 ~ PLAN FILE: ____________ _ BLDG PERMIT: C IS 9 7 ... 3 z. ~ 7 OTHER: _____________ _ CTEJOB # /0 -2ct27-- REPORT# ______ _ INSPECTION MATERIAL IDEl'lilFICATION ( ) CONCRETE CONC. MIX#/PSI _______ _ ( ) MASONRY GROUT MIX#/PS,,._ ______ _ ( ) P.T. CONC. MORTAR TYPE/PSI ______ _ ( ) FIELD WELD REBAR GRADE. _______ _ ( )SHOPWELDING STRSTI!EL _______ _ ( ) :PILE ~IUVING H.S.BOLT ___ ..,.-'--'--'---'--,----'-= .. , .. ,-,-. . -· ( )BATCHPLANT MAS.BLOCK_....,....:-____ __:__ ( )EXP.ANCf~:OR ELECTRODE _______ _ ( )OTHER Material Sampling ( ) CO~CRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSP. PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS IAl$f &;r1LJJ Tlf1l.. t /ti Sat @VtJ A.I llr ½ X. t./ 1/2. 1ft t.. Ti l{Wt K. /Jot:.. T ll HI?,. 5rtJ~tL /?.A-<.d<., {,>o L[.5 lt)Alci? i{)R.,t c//LA..f t 1\1 re/LL JAOt\V DYTtf trill D I[{, f,Ftd;AI u}(T/-1 /Ht/ IM/J,4-if tJ/?..11:.AIGlf. &LL !SoLrs , .. 2 €-Jl.r[ c..J+s,,t.JaD By Lfrttu/J rl-ND &:LL wllluL u~ 1-1-r Certification. of Compl!Shce: All work, u~less otherwise··noted, complies with the approved plans and specifications and the u_niform building code. · NAME: (PRINT) :JIM .fqNPli) 5 CERTIFICATION NO.: _ ____,,0..,__,,_f'-'{,<%:.....-_____ _ SIGNATURE:~%~ I . GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 ~ . CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA• OXNARD • RENO • SEATTLE • LAS VEGAS INSPECTION REPORT PAGE 1 OF 1 CTEJOB# /0 ~ 24:7? - PROJECTNAME: L"(N>< ~lf ADDRESS, z.,1 D / f?Ai'AC7Abl ARCHITEcr.~tf)iJGhlaJ, ENGINEER: __________ _ CONTRACTOR: f<f_ ~ INSPECTION DATE'.Li2 /c, 1 J PLAN FILE: --r----'-' _______ _ BLDG PERMitlq,_1112..--?'f OTHER: ____________ _ Material Sampling REPORT# ______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY OCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS (Ai Ff~ {d,45{ 5r£iJCJ(Jt?~ }#°~ 5 \..JOfe¥.E1:z.> ii ii . , ··r~~~aoe~~~B114JOEtiTlF.lCA;1;i~~ ):1fl~R.E~·wpRK,; ~~eri;t->i fi~AR~i;'.. > ,,._¥_,. __ _, ...... ,. ,-;:,,''~·"'°' ',,, ~--~:~ ... ---,_~.--'· ',-..,_,' ',•, ,¥,' ,_,,', • ',' , ·-,-~ .. -~·--~--.,-,',•~~-', GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEY ARD A VENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO •CORONA• OXNARD • RENO • SEATfLE • LAS VEGAS INSPECTIONREPORT PAGE_j_oF / PROJECTNAME: /~L h?+:= AD,: ,-2/oL ~ ~Lr!?-#o ENGINEER:------,,,...---------- CONTRACTOR: --~~ INSPECTIONDATE: /~'77 /p 7 PLANFILE: 9':7 -~d 3 7 BLDG PERMIT: C-2.3 97 323? OTHER: ______ ,,__)-(--+-2-7J--c,,<J'""'"'~,__::;J..,c...-__,_7 __ _ Material Sampling CTE JOB # ---,-----,,--.,....-- REPORT# /(2...-;). S(,Z ,2 ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ~ NAME: (PRINT) ~'--1'-'--,-_..,,,."+-'==-c-=------ CERTIFICATION NO.: ___________ _ GEOTECHNICAL & CONSTRUCTION ENGINE --........ 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 ·"' l 1-20-1997 1 : 29PM FROM SMITH_CONSULTING-OUT 6194523907 P.2 Smith Consulting Architects November 20, 1997 Mr. Vic LaBarre YALE/CHASE MATERIALS HANDLING, INC. 2615 Pellissier Place Post Office Box 1231 City of Industry, Cal,ifomia 91749 Re: Lynx Golf SCA Project Number 97151 Dear Mr. LaBarre: ... Architecture and Planning This letter is written to certify certain characteristics of the floor slab at the above noted project as a result of inquiries made related to the racking permit. Please find enclosed test reports for the concrete cylinder breaks showing that the strength of the concrete exceeds the specified 3,000 psi. · The test report submitted is for concrete placed in grade beams We do not have test breaks specifically for the floor slab because special inspection was not required for this work because it is not structural. The original plans require that 3,000 psi concrete be used at the floor slab and I am confident that the contractor in fact did do this. Please also find enclosed a portion of the soils report recommending that the subgrade under the floor slab have a minimum compressive strength of 2,000 psf. Based on my experience on this project, I am confident the soils inspector did not allow the contractor to place the slab concrete until 2,000 psf was achieved. I also personally observed sawcutting and under-slab trench work which revealed that the floor slab was at least 6" thick. If you have any further questions please feel free to call me at 619-452-3188, ext. 215. Michael J. Platis ~ Construction Administrator MJP/bjk enclosures u:\data\office'lproject\97flles\97151 \forslab2.doc 5355 Mira Sorrento Place • Suite 650 • San Diego, California 92121 • (619) 452-3188 • Fax (619) 452-39.07 ' ' ,. 1 1 -20-1 997 1 : 29PM FROM SMITH_CONSULTING-OUT 6194523907 P.3 .,L4.l..LU UUI.U VVUUUL..L.1.1,U.&.U FILE No. 773 ll/19 ''if! 10;49 !D:CTE ESCOND[W 760 746 9495 PAGE 2 CoNSTRUCTION 'Ths11NC. l ENOINRRIUNCJ., INC. i'SCONDU>O • HOtJ&ffO • CORONA 1414 Yll'IIIY~Jl,C, ~~11,,,1.ou S,,,.Q, "*11(;.I~(."( Ill ,f,1.1,Aal'IC "~ IIOS ~Zl)le,l('.llJWIC,, .-s.CI.Dva.bAI.eO» 6UllNOIDl.<'.I\~ MQDSt(1,i!A95315 <XIIONA,c.\~1719 Olll'(Atll).CA,ll/ll SI',\~. !'IV ~I SEATTLE. WMfll'll ~t) ~ (WI 5'/,:1321 1111$) l71-18'AI CPI~ l'lQll )ll~l ('J.(11) 7117-\llll ""-ll (llr) 746-Vlllli P,M i2QI) $5).}jM -..X ~.ti ltl,116A t.u llm) 4'0-,iil~ PM (10,J) ).h-.16'1 Ill.IC (:;011 "2..'51 REPORT OF COMPRESSION TESTS \>t.Ollit"T: C:I\JU9~D ~~ff C~ LOT "3, CAWMD PR()ZECT AODkSSS; :Zll,U Ji'AJV,l>AY ritOJECT 'NO,: u,1 .. 16 TO Qf DILL!D: lltlNO COl'ITRAC::TlNQ CONi')lA("fo~: llm-1O CONTR~NQ All.CliJTeC1'/El'iG1Naill: .SMITtl Col'lstJLTlNG/ P1UMI; STiltJCTUAAL cNOINBU~ 81)1Ll)ING ?ERMtT NO.: 9s-ll\:? PL-1\N 1-11.l! !'10,: SA°MPLEbXfA IUWC!tT OF:_LCOrJCill!TS _MOllTAll _0.ROIJT _OTHlltt st.lPJl~lt, Ml,t PBSi:llll"TlOi-a: MIX IIIU"1iltR.: SLIJMt: C:OJI/C', T£MP.: PltUMIXU> 1· Ja:!000 4• LOCATION OJI 11..ACBMU'NT: y/~AD£ ,!!}.;AMS C'.!t\ A~D '>. Sl'ECIAL ~'l"r u,t.S'IIUJC110N Ot. *2MA-USt l 1RZ 1. j! !/1' 11'• PLAC2MEl"ff OATI:: TICIWJ' N IJM81;a: TIMla fl'i M!Xal: Al>Ml:i<TUN;; Atl CCNTI!NT: 1)6SJGN !.'1~1iNOffl, .REQUUteo STlltNOTH (JrC)J:!m_ l'SI /\T A..,1;UtY$ CTE 0Al'li JlEC'J) 11'1 I.AB: LABORATORY ·DATA A.OE Lal>C1mlrol ~Tt,it4 OiC111W1~111 Tr-si Arcu Nwnbcr 1111;11"6 SQ Jric11e, 111, 10.19 6X 12 -~11.::1 9 ll•9 (i" ll Zl,27 . C II~ 6 X \l z.u, II ,_ 1\ (1 II rt:aVlE'WD 'BY: { , ii/Ii' .. )J{"{j~ ~ .. --. - l(l.l2-9S 91)(1'J$ rozz :,ooo Mu t.u,ul PUIUW f,7,tlUO ,uo.ooo 93,JOO CClfflpn:"1t1e ~Ill PS1 2.HO l.s-!O l491l 0.-\rn: II l&6 .. ·-·· l raf? Ml '11!1lpling Jllld ~&(illg CD~ :n • .:cotd;inc,e ,.,i,11 >.$TM Sran,j;atd D~;,i&J1tti111;$ CJ1-~\. C.3~·36, Cl*11;!. C:14:J-00, c11:2-~,. Cl1 -!13. C~3Mllll, C4711-on1, C41f.Q2, C6l1•1rl, C:J077-!12, Cll;\J, a4·11J. ial1t•S7 CONFQJtMS: ~ES DlSTIU81JTrcJ1'1: ll 8l'UU«> J/ GIJll'IN 1) ll&'lO CONTkACTIN(i tJ SMITff CoJD,l'St,lt:flNG l)P.lJME STllCJC'rtlaAL CNOlNEERS _NO lllott 1'1~ ox !IS,J,4. GEOTECSNICAL AND C0?11$T1UJCTION £?'11GINEEIUNG 1'£STING A.NO INSP£C1'lON r/ ,r. DATE: 12/8/97 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3237 EsGil Corporation Professiona{ P{an !l{_eview ':Engineers SET: II PROJECT ADDRESS: 2101 Faraday Ave PROJECT NAME: Storage Racks For Lynx Golf Inc. CJ~T ~ 0 PLAN REVIEWER 0 FILE' D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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 applicc1nt's copy of the check list is enclosed for the jurisdiction to forward to the applicant contaqt person. D The applicant's copy of the check list has been sent to: t . ! : ~ Esgil Corporation staff did not advise the applicant 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#: Date contacted: (by: ) l-Fax #: Mail Telephone Fax In Person ~ IZ! REMARKS: 1. City to verify that the bathroo s rving the remodel area comply with the current disable access requirements. 2. Fire dep tment approval is required. 3. City to approve the special inspection program. By: David Yao Enclosur~s: Esgil Corporation 0 GA O CM O EJ O PC 12/1 trnsmtl.dot 9320 €hesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 DATE: 11/7 /97 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3237 EsGil Corporation Professiona[ Pfan P.f_view 'E.ngineers SET:I PROJECT ADDRESS: 2101 Faraday Ave PROJECT NAME: Storage Racks For Lynx Golf Inc. 0,,--A~NT ~~ 0 PLAN REVIEWER 0 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [gj 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. [g] The applicant's copy of the check list has been sent to: Tony Landeros 6035 Easton Street Los Angeles CA 90022 [g] Esgil Corporation staff did not advise the applicant 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#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA 0 CM D EJ 0 PC 10/30 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-3237 11/7/97 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2101 Faraday-Ave DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/30 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-3237 DATE REVIEW COMPLETED: 11/7/97 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws 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. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. 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. 3. 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 4. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24. 5. What is the difference between typeS/R and BIB racks? Why the lateral forces are different? Carlsbad 97-3237 11/7/97 6. USC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. 7. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 8. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. 9. Obtain Fire Department approval for groups F, M and S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. 10. Indicate the clearance from the new racks to the existing building walls and building columns per Section 1631.2.11. The clearance must be at least 3Rw/8 times the deflections of both the rack and the building. 11. Provide forklift protection per Section 2231.5. Recheck the "pallet" racks as follows: 12. Recheck all connections on sheet 97-0911A as follows: a) The rivet bearing capacity is only dtFu = 0.406(0.07 47)65 = 2 kips. b) Provide calculations for all beam to bracket weld capacities per Section 2330 (allowable weld stress is the member thickness times 26 ksi times 1.33, or the weld stress, whichever is lower). c) Check the bracket maximum weak axis moment. The bracket moment at the bottom of the beam is M = 2.25"C -1.5"P3, where C = P1 + P2 + P3. 13. Indicate the safety pin size and verify it is adequate for the 1000# load. Section 2236.1. 14. Recheck the base plate anchors as follows: a) The special inspection is required for all the expansion anchors.(city policy) 15. Provide calculations for the column weak axis bending plus axial for transverse seismic loading. The axial load is the maximum compression load at the base from vertical plus seismic overturning. The column moment will probably be maximum for the lateral load from the base plate to the first diagonal brace (not only to the first horizontal member). 16. The C dimension for the column shall be on the plan. 17. Show the slab thickness on the plans per the calculations. Provide a letter from the soils engineer indicating that the soil bearing pressure at surface is 2000 psf. 18. Tt,e jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to Carlsbad 97-3237 11/7/97 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. Carlsbad 97-3237 11/7/97 VALUATION AND PLAN CHECK FEE (REVISED 12/9/97) JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2101 Faraday Ave PLAN CHECK NO.: 97-3237 DATE: 11/7 /97 BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION I BUILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) rack Air Conditioning Fire Sprinklers 25000 92000 TOTAL VALUE (per contractor) ~ 1991 USC Building Permit Fee D Bldg. Permit Fee by ordinance: $ ~ 603.5 ~ 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 4-eM 392.28 Type of Review: ~ Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: Comments: $ 131.04 313.82 Sheet 1 of 1 macvalue.doc 5196 PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER -=.::cB=---_9_7_5_;}--_s_? __ DATE __ / I_--_Y_--?_/:::....___ ADDRESS _....,:;2fi_(l_(_br __ A_fli_1/JJ:-e--------"--Af/2"------"'-,[ ______ _ RESIDENTIAL RESIDENTIAL ADDITION MINOR < < $10,000.00) OTHER PLANNER _&~<----+-~-"'--";L'---_ ENCINEE'iirr), )1)~ oocs/Mlsforms/Plannlng Engineering Approvals PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC DATE_f/--'---0_00.,,_0_9_? __ DATE //-/ 3-97 City of Carlsbad 97408 · Fire Department • Bureau of Prevention Plan Review: Requirements Category: High Piled Combustible Date of Report: Wednesday, December 1 o, 1997 Contact Job Name Name Address City, State Lynx Golf/Racks Tony Landeros 6035 Easton St Los Angeles CA 90022 Planning No. Job Address 2101 Faraday ----~--------------Ste. or Bldg. No. ____ _ ~ App.roved -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 CFO Job#_-.:::...97:.._4:..c:0-=--8 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 TEL : (909) 869-0989 SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STRUCTURAL CORRECTION FOR LYNX GOLF INC. 59!! rM<NS w Olfiili ).tot FMAbAY CARLSBAD, CA 92008 97-0911 DATE: 11/17/97 BELOW ARE THE RESPONSES TO YOUR PLAN CORRECTION SHEET: FAX: (909) 869-0989 5. TYPE SIR CONSTITUTES A RACK SYSTEM THAT IS A SINGLE ROW CONFIGURATION AND A TYPE BIB CONSTITUTES A RACK SYSTEM THAT IS BACK TO BACK. THE LATERAL FORCE IS DIFFERENT BECAUSE PER 1994 U.B.C. CHAP.22 DIV IV, SEC. 2237.5.2, W MAY BE REDUCED BY 50% WHERE A NUMBER OF STORAGE RACKS ARE INTERCONNECTED SO THERE ARE A MINIMUM OF FOUR COLUMNS IN ANY DIRECTION ON EACH COLUMN LINE DESIGNED TO RESIST HORIZONTAL FORCES. STORAGE RACKS CAN BE ANALYZED IN THE DOWN AISLE DIRECTION WHERE MORE THAN FOUR COLUMNS ARE INTERCONNECTED THEREBY ALLOWING A REDUCTION IN LOADS. 12A. PLEASE SEE REVISED CONNECTION SHEET #14. 12B. THE BEAM TO BRACKET WELD CAPACITIES HA VE BEEN PROVIDED. PLEASE FIND REVISED WELD SPECIFICATION ON SHEET 14B. 12C. THE BRACKET WEAK AXIS MOMENT DOES NOT EFFECT THE STRUCTURAL INTEGRITY OF THE STORAGE RACK. THE MOMENT APPLIED TO THE BEAM IS NOT A LOAD CASE SPECIFIED IN THE 1994 U.B.C. SEC. 2331. S BRACKET=0.110in"3; Mmax=0.6Fy*S BRACKET= 3,300 IN-LB. 13. THE STORAGE RACK USES A 5/16" DIAMETER PIN. AREA=0.0767in"2 Pmax=(0.0767*0.4Fy)>> 1000 LBS. 14. PLEASE SEE REVISED OVERTURNING ANALYSIS SHEET #16 OF #18 SPECIFYING SPECIAL INSPECTION CAPACITY VALUES ARE ADEQUATE FOR THE IMPOSED LOADS. 15. THE FIRST HORIZONTAL MEMBER HAS THE SAME LINE OF ACTION AS THE DIAGONAL. THE COLUMN IN THE.WEAK AXIS BENDING IS FOR THE HEIGHT OF THE CONCENTRIC BRACE TO THE BASE PLATE. PLEASE FIND THE REVISED COLUMN ANALYSIS ON SHEET 12B. 16. PLEASE SEE REVISED PLAN 97-0911A SPECIFYING "C" DIMENSION OF 0.75 IN. PLEASE FEEL FREE TO CALL ME WITH ANY FURTHER QUESTIONS YOU MAY HA VE. STORAGE RACKS DRIVE-IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS 1 61 ATLANTIC STREET • SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 ClTY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES SEIS:MIC ANALYSIS OF FLOW/SELECTIVE RACK FOR LYNX GOLF INC. j!i)~ PhRN!i_PH8R'¥.H ).tee CARLSBAD, CA 92008 FMA'Nf JOB #97-0911 POMONA • CA 91768 • TEL: (909)869-0989 • ARIZONA CALIFORNIA COLORADO IDAHO MISSOURI NEVl>DA NEWMEXICO OREGON PENNSYLVANIA UT.AH WASHINGTON ALASKA FAX:(909 )869-0981 •, I l t -. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 PROJECT __ LY_N_X_G_OL_F_IN_C_. _____ _ YALE/CHASE FOR _____________ _ SHEET NO., ___ 2 ___ OF ___ 1_8 __ CALCULATED ev __ s_os_s._ DATE_, o_-_o_9_-1_9_9_7_ TABLE OF CONTENTS SCOPE: DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFI GURA Tl ONS COMPONENTS & SPECS. LOADS AND DI STR I BUTI ON LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOIL PAGE# 1 2 2 3 4 -5 6-9 10 11 12 13 14 15 16 17 18 THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETER Ml NE I TS COMPLIANCE WI TH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. · THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY Fl ELD WELDING . . ;, t SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 PROJECT __ L_Y_N_X_G_OL_F_IN_C_. ______ _ YALE/CHASE FOR _______________ _ SHEET N0., ___ 3 ____ OF ____ 1_8 __ _ cALcuLATEo sv __ s_o_s_s_._ oATE_,_o_-o_9_-_,_9_9_7_ STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. ., 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRANSVERSE TRIBUTARY AREA -----/--. --. --------- · I] ---___ I ___ 1 __ ,·. ......I ---1 . . . . ',,,.,,,,,,,,,,,,,,,,,.,.~ LONGITUDINAL . TOPVIEW SEIZMIC PROJECT_~L~Y~NX~G __ a.._F:--IN...;C;_. ______ _ YALE/CHASE INC. FOR _______________ _ SHEET N0 .. ___ 4 ___ .:.,.. OF ____ 1_8 __ _ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED BY __ B_O_B_S._ DATE CONFI GURA Tl ONS TYPE S/R-DWN Al SLE 1,200 lb. 4 4f" -3 ===========I 1--=--12001b. 192" 1 200 lb. t" 2 1=;:=:::::::======I 192" 4f" -, ===========I I --4,000 lb. 4" L 'I 9 611 -----ilk TYPE 8/B 1 200 lb. 4 t 1,200 lb. 3 t 1 200 lb. 2 f-4,000 lb. 1 4 II L 'I 96" L ., k, 4211 .r· I t- t- t- L ,It. 4211 .rk L ,. 10-09-1997 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CONFI GURA Tl ONS PROJECT_--:-:L:-:-YN-=-X~GOL~F~l~N_C_. ______ _ YALE/CHASE FOR ______ ___;:..:;:_ _______ _ SHEET NO. ___ s ____ OF ____ ,_a __ _ CALCULATED BY BOB S. DATE 10-09-1997 CARTON FLOW EXT 1 200 lb ' 1 8 I I\ L 1 200 lb. f-7 +-1,200 lb. I 14" 6 f-t-500 lb. 192" 5 14" t-5001b. \ 4 14" f-t-5001b. 14" 3 t-5001b. I/ 2 14" L t-5001b. 1f' 1 , , L 'I 96"--k ,je. 42"-,I, CARTON FLOW INT. 1,200 lb. 3 I 1,200 lb. f- 192" f-1 200 lb. 1 f-,. L 96" L 'I ,je. 42" -,r PROJECT __ L_Y_N_X_G_O_L_F_IN_C_. _______ _ YALE/CHASE FOR ________________ _ 6 18 SHEET NO. _______ OF ______ _ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 cA L cu LA TED sY __ s_o_s_s_._ o A TE_,_o_-_o_9_-_1 _9_9_7_ TYPE S/R-DWN Al SLE SPECI Fl CATI ON -MAIN STEEL 50000 PSI -BASE PLATE STEEL 36000 PSI -ANCHOR-WEDGE TYPE 1/2x 3-1/2MIN. EM EC -FLOOR SLAB 6" X 3000 PSI. REINFORCED 192" -SOIL BEARING PRESSURE 2000 PSF -SEISMIC ZONE 4. -TYPE= INTERCONNECTED UNITS. -BASE SHEAR FORMULA= ZIC(wLL / 2 +wDL)/R 1,200 lb. 190# l 43 I I 1,2001b. 4 II L 482# .. 96"--k lu = 96" ,r-4211 ,r SECTIO'.J AXIAL F ffi CE MOV1ENT BEAM MOV1ENT 1 4,000 lb. 6,641 in.lb. 7,886in.lb. <-stdcoon. 2 1,950 I b. 5,132 in.lb. 3 1,3001b. 3,991 in.lb. 5,762 in.lb. <:-stdcoon. 4 650 lb. 2,281 in.lb. 4,336 in.lb. <-stdcoon. 2,340 i n.1 b. <-stdcoon. TYPE S/R-OWN Al SLE DESIGN LOAD= VARIES BASE PLATE COLUMN BEAM ..J ..J 3X3X1 4GA( LM 20) ..J 7X4X.375 CQUMN STRESS =0.56 4X2-3/4X14GA(LBF404) Mbase= 6641 in.lb. MAX L(W)/LE\tEL = 4,498 lb. BEAM IS 0.K. OVERTURN I NG BRACING SLAB & SOIL -J HORIZONTAL ..J DIAGONAL -J ..J ANCHffi STRESS= 0.84 11/2X1 ·1/4X12GA 1 1 /2 X 1 1 / 4 X 12 GA PUNCT. STRESS= 0.64 # CF ANCHffiS = 2 STRESS= 0.20 STRESS= 0.55 BENDING STRESS =0.42 J ,·· SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 PROJECT __ L_Y_NX_G_OL_F_IN_C_. ______ _ YALE/CHASE FOR _______________ _ SHEET N0. ___ 7 ___ OF ____ 1_8 __ _ cALcuLATEo sv BOB s. oATE_,_o_-o_9_-_,_9_9_7_ TYPE B/B SP ECI Fl CATI ON -MAIN STEEL 50000 PSI -BASE PLATE STEEL 36000 PSI -ANCHOR -WEDGE TYPE 1/2 x 3-1/2 MIN. EM EC -FLOOR SLAB 6" X 3000 PSI. REINFORCED 192" -SOIL BEARING PRESSURE 2000 PSF -SEISMIC ZONE 4. -TYPE = INTERCONNECTED UNITS. -BASE SHEAR FORMULA = ZIC(wLL / 2 +wDL)/R 1,200 lb. 190# i" 43 I I , 200,b. 4" 253# • 'I~ 9611 --k ,It. 4211 ..,J, lu= 96" SECTIGJ AXIAL FffiCE MCtv1ENT BEAM M0\1ENT 1 4,000 lb. 6,641 in.lb. 7,886 in.! b. <-stdconn. 2 1,950Ib. 5, 1 3 2 i n.l b. 3 1,300 lb. 3,991 in.lb. 5,762 in.lb. <-stdconn. 4 650 lb. 2,281 in.lb. 4,336 in.lb. <-stdconn. 2,340 in.lb. <-stdconn . . TYPE B/B DESIGN LOAD= VARIES BASE PLATE COLUMN BEAM -J ,J 3X3X14GA( LM 20) ~ 7X4X.375 CQUMN STRESS =0:56 4X2-3/4X14GA(LBF404) Mbase = 6641 in.lb. MAX LQm/LE\IEL = 4,498 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL ~ HORIZONTAL ~ DIAGONAL ~ ~ ANCHffi STRESS = 0. 1 0 1 1 /2 X 1 1 / 4 X 12 GA 1 1 /2 X 1 1 / 4 X 12 GA PUNCT. STRESS = 0.45 # a= ANCHffiS = 2 STRESS= 0.11 STRESS= 0.29 BENDING STRESS =0.23 ., ' SEIZMIC PROJECT __ L_Y_NX_G_OL_F_IN_C_. ______ _ INC. YALE/CHASE FOR _______________ _ SHEET N0. ___ 8 ____ OF ____ 1_8 ____ _ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA • CA 91768 CALCULATED BY __ B_O_B_S_._ DATE_1 _0-_0_9_-_1_9_9_7_ CARTON FLOW EXT 1,200 lb. 367# 489i SPECIFICATION 8 sr -MAIN STEEL 50000 PSI ~ -BASE PLATE STEEL 36000 PSI Sf' -ANCHOR-WEDGE TYPE 1/2 x 3-1/2 MIN. EM Et' ~ 1,200 lb. 7 1,200 lb. 34~# --204# 6 -FLOOR SLAB 6" X . 3000 PSI. REINFORCED 192" -f"-14" -SOIL BEARING PRESSURE 2000 PSF -f"- 14" -SEISMIC ZONE 4. -f"- 14" -TYPE = SINGLE ROW UNITS. f-- 14" -BASE SHEAR FORMULA = ZIC(wLL+wDL)/Rw f- l II 5 4 3 2 1 500 lb. 500 lb. 500 lb. 500 lb. 500 lb. __. 77# ..... 61# .... 44# ... 28# .. 11# > J 96"--~ ""4211 -k lu= 96" SECTIGJ AXIAL FffiCE M~ENT BEAM M~ENT 1 3,450 lb. 1,898 n.lb. 3,094 n.l b. <-stdconn. 2 3, 1 so lb. 3,290 n.lb. 3,753 n.l b. <-stdcam. 3 2,850 lb. 3,216 n.lb. 3,657 n.l b. <-stdcam. 4 2,550 lb. 3,098 n.lb. 3,518 n.l b. <-stdconn. 5 2,250 lb. 2,937 n.lb. 3,335 n.l b. <:-stdconn. 6 1,950 lb. 2,733 n.lb. 6,961 n.l b. <-stdconn. 7 1,300 lb. 8,789 n.lb. 8 650 lb. 5,145 n.lb. 8,167 n.l b. <-stdconn. 3,772 n.l b. <-stdconn. CARTON FLOW EXT DESIGN LOAD= VARIES BASE PLATE COLUMN BEAM ..J ..J 3X3X14GA( LM 20) ..J 7X4X.375 CCl.UMN STRESS =0.47 4X2-3/4X14GA(LBF404) Mbase = 1897 in.lb. MAX L°'°/LEVEL = 4,498 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL ..J HORIZONTAL ..J DIAGONAL ..J ..J ANCHffi STRESS = 0.87 11/2X11/4X12GA 11/2X11/4X12GA PUNCT. STRESS = 0.57 # a= ANCHffiS = 2 STRESS = 0. 1 7 STRESS= 0.47 BENDING STRESS =0.35 SEIZMIC PROJECT __ L_Y_NX_G_OL_F_IN_C_. ______ _ INC. YALE/CHASE FOR _____ __,,. _________ _ SHEET N0 .. ___ 9 ____ OF ____ 1_8_~_ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 cALcuLATEo sv __ B_O_B_s_._ oATE_, _o_-o_9_-_,_9_9_7_ CARTON FLOW INT. 1,200 lb. 135# SP ECI Fl CATI ON 3 -MAIN STEEL 50000 PSI t" -BASE PLATE STEEL 36000 PSI t=;;:::=::::1,2=0=0 l=b·=:::t -ANCHOR -WEDGE TYPE 1/2 x 3-1/2 MIN. EM ED. -FLOOR SLAB 6" X 3000 PSI. REINFORCED 192" 5 11 -SOIL BEARING PRESSURE 2000 PSF 1,200 lb. 56# 1 -SEISMIC ZONE 4. -TYPE = INTERCONNECTED UNITS. -BASE SHEAR FORMULA= ZIC(wLL / 2 +wDL)/R L 'I 96"--f ~ 42",r lu= 96" SECTIGJ AXIAL Fffi CE M0-1ENT BEAM MOAENT 1 1,950Ib. 5,631 in.lb. 5,640 i n.1 b. '¢ stdconn. 2 1,300 lb. 3,250 in.lb. 3,776 in.Jb. <-stdconn. 3 650 lb. 1,902 in.lb. 2,151 in.lb. <-stdconn. ' CARTON FLOW I NT. DESIGN LOAD= 1200# BASE PLATE COLUMN BEAM ,J ,J 3X3X14GA( LM 20) ,J 7X4X.375 CO.LIMN STRESS =0.39 4X2-3/4X14GA(LBF404) _Mbase= 5630 in.lb. MAX LOO/LEVEL= 4,498 lb. I BEAM IS O.K. OVJ:RTURNI NG · .. -:B_RACI NG .. ·SlAB & SOIL -· ~, ' . .J ~t)RlZ6NT AL. . A/' · . ·,._-·01·AGONAL . · ,J :=~~t~t::1· ANCHffi STR.ESS;.,, 0.69 · : i . -. ' . "', '' -: , " , ' >-; 11/2X11/4-X12GA 1.1./2.X-1 :~/4 X ~-2 GA, # a= ANCHCRS = 2 STRESS~ 0.1'0 STRESS= 0.27 . ---. -. SEIZMIC PROJECT __ L_YN_X_GOL_F_I_N_C_. ______ _ INC. . YALE/CHASE FOR ______________ _ SHEET NO. ___ ,_o ___ OF ____ , a __ _ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED av BOB s. DATE_, o_-_o_9_-1_9_9_7_ LOADS & DISTRIBUTION :TYPE S/R LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) = wLL. DEAD LOAD PER SHELF = wDL SEISMIC SHEAR BASED ON DIVISION VI OF THE 1994 U.B.C. = V. WHERE V=ZtqwDL+wLL]/Rw SEISMIC ZONE= 4 z = .4 1=1 C = 2.75 R w (LONGITUDINAL) = 8 Rw (TRANSVERSE) = 6 wDL = 100 lb. INTERCONNECTED UNI TS. LONGITUDINAL DIRECTION Vlong = .4 * 1 * 2.75 * ( 7600 -1.:'400) / 8 Vlong = 5,77 I b. 2 · Fi = V Whi 1rwh TRANSVERSE DIRECTION Vlong = .4 * 1 * 2.75 * ( 7600 + 400) / 6 Vtrans = 1,467 I b. Fi = V Whi/rwh TOi AL FRAME LOAD = 8,000 I b. 192" t t t 4" 1,200 lb. 4 1,200 lb. 3 1,200 lb. 2 4,000 lb. 1 J 96" lu= 96" } 42"-,Y \ I i --.J 190#1. ' -·---_/ L 'I 482# ' .. .f I \ ) ( MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 AllANTIC STREET• POMONA• CA 91768 PROJECT __ L_YN_X_GOL_F_I_N_C_. ______ _ YALE/CHASE FOR ______________ _ SHEET NO. ___ 1_1 ___ OF ____ 18 __ _ CALCULATED sy __ s_os_s_. _ DATE_, o_-_o_9_-1_9_9_7_ LONGITUDINAL ANALYSIS :TYPE S/R-DWN AISLE THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF. CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). . Vlong = 2 * Vcol = 578 lb. Vcol = 289 lb. F 1 = 75 lb. F2= 48 lb. F3= 71 I b. F4= 95 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 6641 in.lb. Mupper + Ml ow er = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' F2 / 1 48 in. Fl ) Mconn * 2 = Mupper + Ml ovy er Mconn = [Mupper + Ml ower]/2 Mconn"R" RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT Mconn 1 4000 6641 7886 2 1950 5131 5761 3 1300 3991 4336 4 650 2280 . , ' SEIZMIC PROJECT_~L~YN~X~GCl.~F~l~NC_. ______ _ YALE/CHASE INC. FOR ______________ _ SHEET N0. ___ 1_2 ___ OF ___ 1_8 __ _ MA TERI AL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA • CA 91768 CALCULATED BY BQB S. DATE_l 0_-_0_9_-1_9_9_7_ COLUMN ANALYSIS :TYPE S/R-DWN AISLE COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL. Pmax = 4,000 lb. Mmax = 6,641 in.lb. Kxlx/rx = 1.2 * 46 / 1.314 = 42.0 <-GOVERNS Kyly/ry = .8 * 45 / 1.095 = 32.9 Cc = (2n 12E/Fy)1.5 = 107.0 SINCE Kl /r <= Cc, Fa = .522Fy -[(kl /r* Fy)/1494 ]12 = 24,123 psi. fa = Pmax/ Area = 6,006 psi. fb = Mmax/Sx = 8,670 psi. fa/Fa = 0.25 >.15 F'e = 12n'2E/23(Kxlx/rx)12 F'e = 84,618 psi. Fb = .6* Fy = 30,000 psi. Cm*fb/Fb[1-fa/F'e] = 0.31 COMBINED STRESS = 0.56 r-A--, __ ., ZI := 1 B l SECTION PROPERTIES A= 3" B = 3" C=.75" D=0" E = O" Wt.= 0# tl = .0747" t2 = 0" kea = .666""2 Ix= 1.149""4 ly=.798""4 Sx = .766""3 Sy= .51 ""3 rx = 1.314""2 ry = 1.095""2 T 45" t 45" ~ Front View Side Vie111 ,t I, I ) ( I .f MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 TRANSVERSE COLUMN ANALYSIS PROJECT __ L_Y_N_X_G_OL_F_I_NC_. ______ _ YALE/CHASE FOR ________________ _ SHEET NO. ___ 1_2 __ b __ OF ____ 1_8 __ CALCULATED BY BOBS. DATE _1_0_-_0_9-_1_9_9_7_ LATERAL LOAD TAKEN BY RACK FRAMES, THUS CATWALK SUPPORT COLUMN TAKES ONLY STATIC AXIAL LOAD. Pmax = 4,000 LB Mmax = 3,668 IN-18 Kxlx/rx = 1*47 IN/1.314 IN = 35.8 KyLy/ry = 1 *45 IN/1.095 IN 41.1 (KUr)max = 41.1 Cc = (2n"2E/Fy)A0.5 = (2*n"2*29,000 KSl/50 KSl)A0.5 = 107.0 SINCE KUr < Cc : Fa = 0.522Fy-[(KUr)(Fy)/1494]A2 = 24,208 PSI fa= Pmax/A = 4000 LB/0.666 IN"2 = 6,006 PSI fa/Fa .... .0.25 > .0.15 fb = Mmax/Sx = 3668 IN-lt;J/0. 766 INA3 = 4,789 IN-LB f'e = (12n"2~}/{{23(Kxlx/rx)A2) = (12*n"2*29 x 1 q,"·ij PSl)/[23*(35.8"2)] .= 116,7iO PSI ' Fb= 0.61rfY .. = 30,00q PSI (Cmfb)/[Fb(1-fa/F'~)]= 0.17 COMBINED STRESS= : :, : < 1.33, OK ~ ~I =[: ~ H I 75"1 I • I ·----- PROPERTIES AREA = 0.666 INA2 Ix= T.149 INA4 Sx = 0. 766 INA3 rx= 1.314 IN .ly= 0. 798 INA4 Sy= 0.51 JNA3 ry= 1.095JN Fy = 50,000 PSI Cm-= 1.0 Kx = 1.0 Ky :a: 1.0 lx= 47.0 IN Ly= 45.0 IN ..( 1, I J ' _, PROJECT __ L_YN_X_GOL_F_I_N_C_. ______ _ YALE/CHASE FOR ______________ _ SHEET N0., ___ 13 ___ OF ____ 18 __ _ MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA • CA 91768 CALCULATED BY BOB s. DATE_, 0_-_0_9_-1_9_9_7_ BEAM ANALYSIS :TYPE S/R-DWN AISLE BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, AL THOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. I act= 96.0 in. +---2-75" ~.875'~ I max = [1950 + 1200(M1 /M2)]b/Fy SINCE M1/M2 = 1.0 -,.__ r;:z::z::z::::z::71 _--t-_f-l 'I I max = 31 SO* b/Fy = 173 in. 1.5" SINCE I max> I act Fb = .60Fy = 30,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY ~J_ M=Sx* Fb=wlt2/8 = 30360i n.l b. CAPACITY= 2(8*M/I) = 4497Ib. 2) MAXIMUM ALLOWABLE DEFLECTION (U180). 6. = Sw f 14/384EI CAPACITY= 2[(384EI )/(5* 180*1 12)] = 57381 b. 4" t= .0747 in. --. I<--. ~::z::z::z:::z:::z=z:..J Sx = 1.012 in.A3 Ix= 2.101 in."4 MAXIMUM STATIC LOAD PER LEVEL IS 4,498 lb. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic= wl"2/8 = LIVE.LO\D*U(2*8) MallCNV(static) = Sx * Fb Mimpact= 1.125*Mstatic MallCNV(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mi mpact Mallow Mseismic 1 2 3 4 ,·,1r: ., 23999 23999 23999 23999 1.125 Mstatic (stati C) • 26999 30360 26999 30360 26999 30360 26999 30360 14817 9888 7173 3372 Mallow (seismic) 40479 40479 40479 40479 RESULT GOOD GOOD GOOD GOOD I I I ) MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 1~1 ATLANTIC STREET• POMONA• CA 91768 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375A2rrf4 = .150 "A2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. = t * D -t = .0747 min. = .-5 * t Fu = 65,000 psi min . .. . Pmax brg. = Area * _Fbearing = .st •·Fu = 2A27# :< 3,000# -· c) MOMENT CAPACITY OF BRACKET S bracket = .11 O"A3 Mcap = S * Fbending = .110 * .66 * Fy C = Mcap/.75 = 1.67 P1 P1 =.798Mcap = .0872 Fy = 4,360# > 2:4g7.1. -. ' SINCE PLUG GOVERNS. Pl:; 2,~271. ... . . -Mcqnn. cap.= P.1 .* _4;5 + P2 *· 2.5 + P3 *: ~s- -_ = 5.94~--2A2.7.i }*1 .33 ·= ,,9179~1· -, I-·· PROJECT __ L_YN_X_G_OL_F_IN_C_. ______ _ YALE/CHASE FOR ________ ..;..... _____ _ SHEET N0. ___ 14 ___ OF ____ 18 __ _ CALCULATED BY 808 S. DATE 10-09-199 7 Mconn. 3"/ 1"eff. '-._/ Mlower BEAM TO COLUMN CONNECTION . P1 C C=P1 +P2+P3 Mconn. 'k 1" 2" 1/2" = P1 + (2.5/4.5)P1 + (.5/4.5)P1 = 1.67 P1 f_ * , ) • ' I J MATERIAL HANDLING ENGINEERING TEL: (909} 869-0989 • FAX: (909} 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT __ L_Y_N_X_G_OL_F_I_N_C_. ------- YALE/CHASE FOR ________________ _ SHEET NO. ___ 1_4_b __ Of ____ 18 __ _ CALCULATED BY BOB S. DATE·_10_-_0_9_-_19_9_7_ STEP BEAM WELD SECTION PROPERTIES & CAPACITIES SCOPE: DETERMINE THE EFFECTIVE SECTION PROPERTIES OF THE MEMBER WELD SHOWN BELOW. THE EFFECT OF THE ROUNDED CORNERS ARE TAKEN INTO ACCOUNT. ----, I L __ _ TYPE "A" WELD BEAM & WELP INFO A= 4.0 IN B= 2.75 IN C= 1.875IN D= 1.5 IN tweld*= 0.1 25 IN Fu= 70,000 PSI * Teff= Tweld * 0.7071 ----, --- TYPE 11B11 WELD EFFECTIVE SECTION PROPERTY FOR WELD ELEMENT i 1 2 3 4 5 6 WIDTH 0.0000 IN 0.0884IN 0.0000 IN 0.0000 IN 0.0000 IN ~ 0.0884 IN i HEIGHT 0.0000 IN 4.0000 IN 0.0000 IN 0.0000 IN 0.0000 IN 2.5000 IN ----, --- TYPE "C" WELD TYPE "D" WELD I Y-BAR ELEM. 0.0000 IN 2.0000 IN 0.0000 IN 0.0000 IN 0.0000 IN 1.2500 IN rAREA= I AREA I Y-BAR I · y bar= 1.712 IN 0.0000 INA4 0.5008 INA4 0.0000 INA4 0.0000 INA4 0.0000 INA4 0.1622 INA4 Ix= 0.6630 INA4 WELD MOMENT CAPACITY UNDER SEISMIC LOADlNG CAPACITY= 0.3 * Fu * Sx-weld * 1.33 = 0.3 * 70000 PSI * 0.29 INA3 * 1.33 = 8,091 IN-LB r_ • 1 _, \ I I ,)' SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 PROJECT __ L_Y_N_X_G_OL_F_IN_C_. ______ _ YALE/CHASE FOR, ______________ _ SHEET N0., ___ 1 _5 ___ OF ____ 18 __ _ CALCULATED BY BQB S. DAiE_1_0_-0_9_-_1_9_9_7_ TRANSVERSE ANALYSIS: BRACING :TYPE S/R-DWN AISLE IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESS I ON MEMBER L di ag. = [{L-6)12+{0-2* Bcol )'2]1.5 = 53.0 Vdi ag =Vtrans * Ldi ag. / D = 1853# kl/rmin = [ 1 * 53.0 ]/ .4 = 132.6 Fa =[12TI'2E]/[23(kl/r)l2] = 8481 psi. fa/Fa =Vdi ag/(Area*Fa) = 0.55 ,, DI AGGJAL AND HCRI Z(l\JTAL BRACING 1 L= 4511 l Ar ea= .4 II "2 rmin= .4 11 t= , 1046 II W= 1.5 11 H= 1.25 11 (' I ) t .._ l ) J SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 PROJECT __ LY_N_X_G_OL_F_I_N_C. ______ _ YALE/CHASE FOR ______________ _ SHEET N0., ___ 1_6 ___ OF ____ 18 __ _ CALCULATED BY BOB s. DATE 10-09-1997 ----- OVERTURNING :TYPE S/R-DWN AISLE ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2237.7.1 OF THE 1994 Uniform Building Code. FULLY LOADED TOTAL SHEAR = 1466 I b. Mot = Vtrans * ht* 1.15 482# • = 1466 * 126 * 1 .15 I = 2141 85 i n.l b. }-= r(Wp+.85wDL) * d/2 362# Mst __,. = ( 7600+.85 * 400) * 42/2 }-= 166740 in.lb. 241# .... Puplift = 1 (Mot -Mst)/ d = 1129 I b. <-CRITICAL }-380# .. TOP SHELF LOADED L SHEAR = 238 lb. Mot = Vtop * h ~ 1 .1 5 ~ 42"..,j, =238* 192* 1.15 = 52623 in.lb. Mst = (Wp+w DL) * d/2 = ( 1200+.85 * 400) * 42/2 = 32340 in.lb. Pupl ift = 1 (Mot -Mst)/d • = 482 lb. USE 2 ea. 1 /2 x 3-1 /2 . Ml N. EMBED. ANCHOR. CA PACI TY OF 1 /2 x 3-1 /2 Ml N. EMBED. = 1750 I b. PULLOUT & 1840 I b. SHEAR COMBINED STRESS 1 = 1129 / 3500 + 733 / 3680 = 0.52 COMBINED STRESS2 = 482 I 3500 + 119 / 3680 = 0.17 r "' ~ ' • ' ' J-SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 BASE PLATE :TYPE S/R-DWN AISLE PROJECT __ L_Y_NX_G_OL_F_IN_C_. ______ _ YALE/CHASE FOR ______________ _ SHEET N0. ___ 1_7 ___ OF--,-___ 18 __ _ CALCULATED BY BOB s. DATE_,_0_-0_9_-_,_9_9_7_ BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb {IF ANY). ·THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 4000 lb. B = 7 in. Mb = 9440 i n.l b. D=4 in. b = 3 in. P/A = Pcol/(D*B) = 142.8 psi. MIS= Mb/({D*B12)/6) = 288.9 psi. fb2 = 2b/B*fb =·165.1 psi. fb1 = fb-fb2 = 123.8 psi. Mbase = wb1 '2/2 = bl 12/2[ fa+ fb1 + .67fb2] Mbase = 753.6 in.lb. Sbase = 1 *t12/6 = 0.0234 i n/3 Fbase = .75Fy * 1.33 = 36000 psi. fb/Fb = Mbase/(Sbase*Fbase) = .89 ANCHOR TENSION rMo=0 T* d2=[Mbase-Pcol * b/2] T = Mbase/d2 -Pcol*b/2d2 T =860 lb. t = .375 in. b1 = 2 in. fa fb ~ iPcol iPcol ( . ' .. PROJECT __ L_YN_X_GOL_F_I_N_C_. ______ _ ~ ( J .,~ SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 YALE/CHASE FOR ______________ _ SHEET N0. ___ 18 ___ OF ____ 18 __ _ CALCULATED BY BOB S. DATE_10_-_0_9_-1_9_9_7_ SLAB AND SOIL :TYPE S/R-DWN AISLE THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. (a) PUNCTURE P max = 1 .4 DEAD LOAD + 1. 7 LI VE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot/d) =14,269Ib. Fpunct = 2*sqrt(f'c) = 109.5 psi. Apunct = [(w+t/2)+(d+t/2)]*2*t = 204.0 in/2 fv/Fv = Pmax/(Apunct*Fpunct) = 0.64 (b) SLAB TENSION Asoi I = Pmax/(1.33 * fsoi I)= 5.35 ft/2 = 771 in/2 L = sqrt(Asoi I)= 27.8 in. B = sqrt(w*d) + t = 11.3 in. b = (L-B)/2 = 8.2 in. Mconc =wb/2/2 = (1.33*fsoil*b'2)/(144*2) = 627.7in.lb. Scone= 1*tl2/6 = 6.00 in/3 Fconc = 50 *sqrt(f'c) = 246.48 psi. fb/Fb = Mconc/(Sconc*Fconc) = 0.42 L------r BASE PLATE w =7 in. d =4 in. CONCRETE t = 6 in. f'c = 3000 psi. SOIL f s = 2000 psf.