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HomeMy WebLinkAbout1965 KELLOGG AVE; ; CB941611; Permit\ ~\ l\ CK# B U I L D I N G PERMI'J~ Permit No: CB941611 Project No: A9402385 Development No: 04/13/95 13:08 Page 1 of 1 Job Address: 1965 KELLOGG AV Permit Type: INDUSTRIAL TENANT Parcel No: Valuation: 61,037 Suite: IMPROVEMENT Lot#: Reference#: 1496 04/l3/95 0001 01 C-PRMT Status: 02 Construction Type: VN Occupancy Group: B-2 Description: RACK AND MEZZ. SYSTEM Applied: ISSUED 12/08/94 04/13/95 MDP 619 Apr/Issue: ... Entered By: 67.$-8714 \ /1:JN.ILAPPROVAL hNs~ DATE ID/(, lp CLEARANCE-----1 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ,,., , c/~Ah --;ot A-~AP'1'&.floN PLAN CHECK NO. q C.{ -\ G, l ) City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMtr 'lYPE From List 1 (see back) give code of Permit-Type: --,------------- ,_ --...... -.. -.......... -........... ---....... --.... ---............... -..... -..... --.. -~ ........... -.... - For Residential Projects Only: From List 2 (see back) give Code of Structure-Type:------------,----------- Net Loss/Gain of Dwelling Units _________________ _ 2. PRClJECf INFORMATION Address ·1 ~ 6 S \Z E;/.,.LO ~ ~ Nearest Cross Street ~ \ t,J {) CHECK BEWW IF SOBMn'IEO: O 2 Energy Cales t:J 2 Structural Cales D 2 Soils Repoi;t 0 1 Addressed Envelope ASSESSOR'S PARCEL (t_ DESCRIPTION OF WORK ~ \ f'\d'"G . FSf. VAL _$'2.. ~0 0 PIAN CK DEPOSIT _ __. __ ....... ..__ _ _,_ VAIID. BY---------,--__,..i..;;.;..:.....,,._ DATE __________ _._.-t-..._...._ __ 9874 12/08/94 0001 01 C-PRMT FOR OFFICE USE ONLY mt o. PROPOSED USE SQ. IT. # OF STORIES # OF BEDROOMS # OF BATHROOMS ADDREss ~ ·Bo~ LS-~Y ZIP CODE 9~()7 <f, DAY TELEPHONE ADDRESS . O . ~c:> '{. I-~ ~ <:> -b G STATE ZIP CODE Cf I. 9 t ')__ DAY TELEP~ONE 4 t f -~4 7 S° ADDRESS AY TELEPHONE ~ L <:for-~ 4 / WC~ I CI'IYBUSINESSLIC. # ADDRESS CI'IY STATE ZIP CODE DAY TELEPHONE STATE.UC. # 1. WORKEltS' OOMPENSA1IDN Workers' Compensation Oeclaratlon: I hereby afhrm-.that I have a cert1hcate of consent.to self-msure issued by the Director of Industnal Relations, or a ce~ficate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE c:;OMPANY ........... 1'1A-'T"t:"' \-\.] POLIC/N~ c;(Q sl~-q~IRATION DATE SIGNATURE DATE 8. oWNER-BOlIDER DEGLARA11oN Owner-Builder Declaration: I hereby afhrm that I am exempt from the1Confracfor's Llcense law for the foilowmg reason: 02 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 wjth 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: (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 requi_res 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, commencing with Section 7000 of Divi,sion 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON~RESIDENiiAt BUILDING P.ERMlts ONLY: Is the applicant or future building occupant required to submit a business_ plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534-of the Presley-Tanner Hazardous Substance Account Act? 0 YES ONO 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 [] NO Is the facility to be constructed within 1,000 feet of the outer boundary of a schOQi site? 0 YES ONO IF ANY OF nm J.NSWERS ARE~ A FINAL CER'ID1CATE OF CXXlJPANCY MAY NOT BE~ AFfER JULY 1, 1989 UNLESS nm APPUCANT HAS MET OR IS MEETING nm REQUIREMENTS OF nm OFFICE OF EMERGENCY SERVI~ AND nm AIR POIJ.UTION OONTilOL DISTIUCT. 9. UJNSIROCfiON Ui.NOING AGENCY - I hereby affirm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) C1vu code). LENDER'S NAME LENDER'S ADDRESS to. APPUCANI CRR:lfillOrnON I certify that I have read the apphcat1on and state thar the·a&ive mformat10~ 1s correct. I agree to comply with all City ordmances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AII50 AGREE 10 SAVE INDEMNIFY AND KEEP~ nm Cl1Y OF CARISBAD AGAINST AIL IJABilITIES, JUDGMENTS, CDSTS AND EXPENSES WIIlCH MAY IN ANY WAY Acx:RUE AGAINST SAID Cl1Y IN OONSEQUENCE OF nm GRANTING OF nns PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. E~piration. Every permit issµed by the Building Official under the provisions of this Cod all expire by limitation and become null and void if the building or work authorized by sue it is not commenced within 365 days from th elate of such permit or if the building or work authorized by such permit is suspended or aband t any time after the wo is commenced for · of 180 days (Section 303(d) Uniform Build~ C@e)~ APPLICANT'S SIGNATURE DATE:/ 2::'"K_ -. 1 ( PINK: Finance \ ., ,,. --PERMIT APPUCATION PIAN CHECK NO. City of Carlsbad Building DepartlEflt . 2075 Las Pal1118s Dr., Carlsbad, CA 92009 (619) 438-1161 F.S'f. VAL'------------- 1. PERMIT '1'YPE PLAN CK DEPOSIT. _______ _ VAIID. BY __________ _ DATE:..,_ ___________ _ From list 1 (see back) give code of Permit-Type: --------,.------ For Residential Projects Only: From list 2 (see back) give Code of Structure-Type: ..a....----------------,----- Net Loss/Gain of Dwelling Units ____________________ _ 2. PROJECT INFORMATION Address FOR OFFICE USE ONLY Buildmg or Suite No. Nearest Cross Street LEGAL DESCRIPTION Lot No. Subd1VJs1on Name/Number Unit No. Phase No. CHECK BEWW IF SOBMII nm: ,, D 2 Energy Cales D 2 Structural Cales . 02 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PRoposEp USE DESCRIPTION OF WORK SQ. Ff. # OF STORIES # OF BEDROOMS # OF BATIIROOMS !{. WN IACI PERSON (If dmerent from apphcan0 NAME (last.name first) ADDRESS CI'IY STATE ZIP CODE DAY TELEPHONE 4. Al'l'l.JlMO D CON'l1lACl'OR DAGEN I POR CON'l'MC'loR ADDRESS 0 OWNER D AGENT FUR OWNER NAME (last name first) CI'IY STATE ZIP CODE DAY TELEPHONE s. PlloPIDl'IY oWNER. · NAME (last name first) ADDRESS CI'IY STATE ZIP CODE DAY TELEPHONE 6. rnN'l'RACluk ts R LI'"' ~ ~-, ...... NAME (last name first) I.) . c:..~V l r'41:::::I'V \ ADDRESS CITY L~ \I\..( E"bA STATE C:r\ • ZIP CODE 9, '7 i I DAY TELEPHONE o, D -i ?"<IS STATE LIC. #]O~·f3 LICENSE CIASS C.. ~ I . CI'IY BUSINESS LIC. # DESIGNER NAME (last name hrst) ADDRESS CI'IY STATE ZIP CODE DAY TELEPHONE STATE LIC. # 1. WORKERS' CXJMPENSAtioN Workers' Compensation Declaratlon: I hereby affirm that I have a ceruhcate of consent-to seif-msure issued by the Director of lndustnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified · by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE eernhcate of Exemption: I ceruly that m the performance of the work for which this permit IS issued, I shall not employ any person m any manner so as· to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE A. oWNmt.-BOlIDER DEd.JJtAnoN Owner-Builder Declaration: I hereby athrm ffiaf I am exempt from ffie ContractoPs Llcense Law for ffie foliowmg 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 Professio_ns 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, a~ 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, artd contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). CJ I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or CouJ'!ty which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such perD)it to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than fiv¢ hundred dollars [$500]). SIGNATURE DATE coMPLETE IBIS SECTION FOR NON-REsiDEN11At BOlill!NG PERMITS ONLY: Is.the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES ONO Is the applicant or future building occupant required to obtain a permit froi:n the air pollution control district or air quality management district? DYES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES D NO IF ANY OF TIIE ANSWERS ARE~ A FINAL CERTIFICATE OF OCDJPANCY MAY NOT BE~ AFI'ERJULY 1, 1989 UNLESS TIIE APPUCANT HAS MET OR IS MEETING TIIE RF.QUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICFS AND TIIE AIR POILUTION OONTROL DISilUCT. 9. wNSIROCliuN LENDING AGENCY I hereby athrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) ClVII Code). LENDER'S NAME LENDER'S ADDRESS 10. .APPUCAN I CEkliFICA:liON I certify that I have read the apphcatlon and state that ihe ·above mformat_10n 1s correct. I agree to comply w1t11 all City ordmances and :state laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon ·the.above mentioned property for inspection purposes. I ALSO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLF.'iS TIIE Cl1Y OF CARISBAD AGAINSI' ALL LIABIITilFS, JUDGMENTS, OOSI'S AND EXPENSFS WHICH MAY IN ANY WAY Acx:RUE AGAINSI' SAID CfIY IN OONSEQUENCE OF TIIE GRANTING OF TillS 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 commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANTS SIGNATURE DATE: ___ _ WlllTE: File YEil.OW: Applicant PINK: Finance 0 CITY OF CARLSBArr INSPECTION REQUEST PERMIT# CB941611 FOR 10/11/95 DESCRIPTION: RACK AND MEZZ. SYSTEM TYPE: ITI STE: INSPECTOR AREA PD PLANCK# CB941611 OCC GRP B-2 CONSTR. TYPE VN LOT: JOB ADDRESS: 1965 APPLICANT: WARWICK, CONTRACTOR: ·OWNER: KELLOGG AV WES REMARKS: BJN/DIXIE/679-8714 SPECIAL INSTRUCT: PHONE: ::~::: 61a9 679-~ INSPECTO 11:/:;; TOTAL TIME: --RELATED PERMITS--PERMIT! TYPE STATUS SE940011 swow ISSUED AS940047 ASC ISSUED FS940016 FIXSYS ISSUED RW940122 ROW ISSUED CB950164 ELEC ISSUED FAD95002 FADD ISSUED AS950006 ASC ISSUED CB950294 SIGN ISSUED CB951163 ELEC ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ----------------------------------......--....-----,-------------.......... --------------- ***** INSPECTION HISTORY***** DATE 092895 082495 082195 080795 071195 070795 062295 05i095 051095 DESCRIPTION Frame/Steel/Bolting/Welding Final S:truc'tural Final Combo Final Combo Final Combo Frame/Steel/Bolting/Welging Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Steel/Bond Beam ACT INSP CO PD NR PD CO PD CO PD CO PD CA TP CO PD PA PD PA PD COMMENTS NOS ENGR ON STRUCTURE TWO FTGS NOT PER PLAN ) ·' ..__: -1 .i FINAL BUILDING INSPECTION DEJ?T: BUILDING . ENGINEERING :~irRE ·7 PLANNING U/M WATER PLAN CHECK#: CB941611 PE~IT#: CB941611 PROJECT NAME: RACK AND MEZZ. SYSTEM ADDRESS: , "f965 .. KELLOG.G AV ·: CONTACT PERSON/PHONE#: BJN/WES/679-8714 SEWER DIST: WATER DIST: DATE: 07/11/95 PERMiT TYPE: ITI === :======-=. ========== =-========== ======= ======,,J.;;.iiiiuijii~--==-=-==-===-!:===== DISAPPROVED INSPECTED A~ DATE 7/9s' BY: "· INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED ·DATE BY: INSPECTED: APPROVED DISAPPROVED - COMMENTS: ., . . ... --,-----------------------,------------------ ··: . ... i fl'f ....... ~.":.: ....... ~?../:!..~1:1:f.._ ..................... . e, 1.:2 r~5 D"TLn,tJtt .. •• ............ " .................... ,uut••h•••~-.,,,u .... c, ................. u .. •••H ......... , ............. ltfHftf,lffH I - I i . Hl 39\;)ld f .. RACK. DBSION ~ BNOINBBRINO CO. . ' 1714 l..A CUICBNTA AVB .• ilUITB :ll04 OWSNDALI. CA. flM 1'11,,! (Ill) ~..19fl0 · PAX! (t)I) 917-NOJ ( U I 4'\ ) ~ 1 ~ 6 4 I.;· ·"."'{ I Of-I · .. ITNO .......................................... ~ JOII NO •..• it.o. ..... l2 .. ~.~ .. -··- tc-ti. L.Dft~ AV~ f c.A·tl...$t;~p ft ~ I . I ! !I f I t I l"'i' . IDH3 GH\;;l H9 I S3G >l:)\;;l~ E098L96818 6t:Ei 9661/ti/80 OCT-3-95 TUE 8 : 1 1 LODf METAL TECH ROTH BRASHEAR Regional sales Mansiger 37555 Sycamore St. Newark CA 94560 Phone: (510) 795-1602 fax No.: (610J 794-$156 Mocrutar systems Division ,, . Factory: 213 S Kelly·St. / P O 80~ 967 Lodi CA 95241 ' Phone. (209) 334,2500 ' fax. (209) 334-1 ~59 FAX TRANSMITTAL MESSAGE: Zbie · 9.ec:r~ta / /i? ~4~ ;)' . ,,/ c01t:tfcn1 ,a.r Q) O<P L..tF>';T,<L 41 ef' P. 0 1 {f 3~ ~/ vr &'. ½Y ,~e liav-e a.s: /ced _/lze c/<?.f~n ddjlr'.· A:2 rer//L?L/,1 {A<! ..r12e ~-/~7L2 _ nE wetr.Lj. ~t,/.ud5y aa./ Lacs 4verwctft:?7t /Jar_f!~[ 7 · · -7 dL tz..11 §Pd M,-R~c--rluc) Lf ~d#'#»a<i?-l'e Z:a meet. Lhe:: ~'J,<U"aVt?d coUC/dPn. dd.aditt! d . -r'4c.-y-_au.t.,,. <'/,..f ~ /2/f :sl:a mped ~ "<?LI ed. a&bro:1.-VIA~~/J~ R.l:fj'McJf U? _tz>l/a,1Jdr ,(,qr.y /4L a~ /AC~Vel'1re!J,1Ce. &,le &0,f/: /4a Uh/Z c4':J'Ol'w-¢ ytt>u, caa&er:12; ;&Jd (-Ve <1/7/2r6lC--?d-C7 ~«r 1ti2R Z/ ~--OL;, e /!r-A";l'A, ,Zbl.f' 7,Zil/t'l ~LJ/¥.()' ,.,.,-b.7 ':;I·· tf?X;f2,6\/14'.4c-<;1. X£j,1,2~ AB Y:.~ d,,11./ f µ~J f,N:J/1.f ;o/~d.f'~ do n~-/' A~J",1 r&.r'e .1-~ ~2 / 1, /-L,~ .... ,,,-22. ... /.3 4-,.., ~ 23 _ ~ sv ....... :~.t.: .... f!. . .J:1..1~ ........................... . DATE. ... , ... J?._.~ .. L?.::::. ... :lf .............. ... SUBJECf ...................................................... .. !PO · /Jv1c ! J f'cc.,A L CvflltJ. P£A /HIJ f~i :7Et7 ' RACK DBSION & BNGINBBRING CO. t • ' • :.t ' t • 3.786 LACllBSCB~A-AVE., SUITE 204 oi.BNDALB,:cA. 91208 TBL: (818) 957.;.29ao! FAX: (818) 957-8603 ' /(.tS't,LQO(, ~ 1 C4(l. tL.8,+D r I • • Dt7AIL., Al -OF Jt,f, 5'L ,~g,.,-1 y ,!( z. w; ,11,e..r· t SHEET NO •..... L ...... ri..f.. ..... l .................. i JOB NO ...... (<.I) ,Ji $S ............ . -ryP, 1<Nt:E ~R~lttJ t,.. t>f7AII.-\(I. S.-1? r-1. L _J -. 8~M'1 Jtt-' 'y' + •, -···-:· ~if.I .. ! I '. . ti '_, FINAL INSPECTION REPORT I . PROJECT NAME: t(}foer/ f6'3e£k/lf-X l1c0overs µ,e, . au1L01NG PERMIT 11: -tt~ ... 1" r , PLAN F1Le #; I I I . . . PROJECT ADDRESS: J9tS-/-(cLLOG(;:.-#J/£. C#/2t...5/~#/.J c4- I i -I Special lnspectior,s have been proyided on this proiect in accordance with UBC Section ao·a (n the following disciplines: ' ' Structural Welding Special lnspectors registered with.the locat Building Official that have performed inspections on thi$ project include the following: 1 William J. Small· 50B1D# 492 Alf work requiring Special Inspection was, to the best of our knowledge, in conformance with the approved plans, specifications and·,the apgHcable workmanship provisions of the Uniform Building Code. cc:: CUtnt SOBIO Fi,e . ··--·-------""""---- BY ........... .6J. .. ,. .... rJ.I::!.~ ...... ..: ........... , ... . DATE.L .. J.:: .. L::! .. :: ... ~ ................... . ; SUBJECT ..................................................... . t.-, ~ F-· t;.-r 1 I S ,4-C c. E l7 lt--/3 L.~ I I , • • • . RA~~DijSIC;)N &/ ENGI$ERING co. l: . . ' ' i ' ' ... _ -,~.§ ~~~!£.!t[~-~:Y}b ~ll!'.rn.294 • . '?~B~ , ij, ~A. 9.1~~ , TE~:;($1~)r~-~8f '. FF,= (818)9S7t8603 , ,. l~t, 6~ ., ;(<.~b.,t.,0Cc4 .M)C · I fH~'1iff ·6clQ'f' . /t-:1 i . -l ·---~ . . ' . j. <!?~. ,. SHEEliNO ............................................... . ; • \ • i I t J f '.::: .... -. JOB'NO'_;__~.JLtl5..~ ......... .. ' ...... _ ... , ....... "!' ..................... _ ...... .. ;etJ t1bJ. f;t-"t,i? l',J • l 11 r, ; '/-· <)' . BY ....••....... ~ •. :: ....................................... !••·•·· . j --..;,-_; y1 . ~q ~ ' DATE.! ....... J. ... ; .......................................... .. SUBJECT ..................................................... . i : f I , l ! t l I ' , ' I • t I i i • , 111 o~ 1· . . ~ : ' • ! ·• f l ,r : . ' ~ SHEElj·NO;·l .. ~~t;;;-;;;:;; ;;,;;,;;: .... :; ... ~ .. ;;; ... ~.;.;. - i ! . I i !~·(J) ( J 1,:5.·'S , ; ~_JOB NO. :, ... ~ ... ~··•·:''•7°• .. ,, ............. ; .• ,., .... f .. ,: ' . ' ' I CA-~4~·/)_, '~ . ' .. t-• -~, -• .. • •• • .... ·-· ... -... •• .... J: ·: __ ·-~ .. ~ ~-~·r·_~ ~-~ ~ ~ -::-~:-r~r. ·: ~~-~-~Il- , ' ' I I 2o • -4 1 . ~-• •, -<1---1· .. -' --~ ~ .. i • • -~ •• ' w;! '/? ~l ii rt?1~:6!": 1 {Q . 4r; 1' 1tN. tit!: 7P t l i. ! ' . " i . ( ' , i /3.Gi1~ · ·1 . wc~tJ . ,¥t>1' ·"~I\Jf..1tJt/o,: rpl _ q t-:r . !A,,vo. ' ' ' • I • 1. ' ~ 1' t • ' j N:;.:1---~-tr;~~:;-iJ;; ···· --:·~~-.· · .v. '. . J + 'i': ~! v./;1:1/. : 11-~ i •• t I , t <:., . • ! I ' l l .., ·+--;> I 1 ! , . t -· ., ~. + --- f • j / ' • i B€J\Mj No1 'fi:;IS11\Jl1J.ftr.J...'q) :/i, . ' :u~·;~o~/c,: . lif l · ' ; . 'l.:'. ' ' ' • 1 f i t R£.1.tJ fOF!t~D1 e,c, N1f ,.J LltS?J /!>E"t\~ ; ,?..;o ~()tµ~ . I.;,.,!,: l~~l' ;t V, . ,""( L:., ,, ! I I • I ... -~ -.. , ..... ,:, .. -... --~ I • i ' l • ! ! - : l: : : . • t ••••• . . . . . . . . I _ _. __ i ~,-.,,._ .......... , -... ,-~-_ .. _ ... ' '·--~--•···f"' __ ..,_ ·~---· --f-1--• .---~"!-·- /,_t · .! 01.,r,-· "·rlt-M · ...... . '"'1' . . :"11 : ,~--~,, ':""/ :. : ' ' ' . I I I ' ! . . ; ' ~ . . I l I ~--,--f • I i l . I , • j .... , ..... ,-~+ l i , . I l ! ' i ; . ' l ! ' ' ·• '1" 1-·-r--·-.... ,_ ..... ~ ... ·!'--·t-... -t·· ... ~ l -f I : ·I • : ! I . . ""t .. I ' i , . : ) ' . : f ! ! j ; __ _!. __ , .. · ··· --, .. · ··r ~--;----l-~1-·i-+-r • 1 ' ! ; i. ~-· ,_ \ •: , .. ,_. ~ 0 ~ ' ~ ~ " ~ ~ vi ..., ~-..J \J ~ ~ \} V) " ~ ---.I ._ ~ ~ V\ ~ 1,1\ ~ ~ ~ -~ ~ ~ ~ (;) < ~ ~ " l~ ~ ') ~ ~--• I i i Q. N t l I I " I I Q -.1 <:) ~r "-; l ' i 1 l ) < ... ~ ~ $ ~ < ~ '-!J ~ ~ ' '-l ~ "' ~ ~ ~ ' s "-J '-II ~ ~ I BY-.. -... ,.j.; ....... ~ l~.1::::1... __ ................. . DATE .. , .• -••• ~ ::::Jl:J ... _:.: ... :1.2.__., ..... .. SUBJECT ................. -.............. _ •••...•.•• -........ . "-.... I' .J .. , • I (\ t. 0 .,.. f"' to' ., .. ,. :-~ .. i l ,..., CJI . - )J .. . ' ·--: --1----... --• I I I I .. ·. ::.,.' ' f I --··-\ ,--! -•-·-.. --~----·· .... I I ' ' 1 ~~ i~ ... -~ . ... ..:. -~--... ·--. ~·--,- i l • I I l i •• --,-,• .... ~ "-f ·-+·-- ! I • • I .. .... t -~-,-... -+-.-• • I 1 t f I j I ' ! ; ' .... ·---·• ..... ----i-,·--!-- l . ; f ~ ' ' ' I ! f l I I • ' i ; ff . h1: i Ii;; ·r1-.. t~ • I ' • I • : , ' : j • • --r-· -~--·~-~-~-'.-~--~-r ·rt ... -... m I · , t ! · i i ;_ 4-: ' I f ·! ' : I ev •... .,. ..... ~.:. ....... ~1--t.1::::!.. ...................... . · DA"fE.: ... -: ... i;~ ... tJ ..... := ... :iJ ....... , ... .. SUBJECT ....................................................... . I< NO~(<.. ' I -~ ~-... . .. ~ .. ' 0) -ll ... "i! \}\ r, N -,. "1 ~ f 1'\> . ;., ~"' ~ 2, ,5') fJ :, 9 "' , • ' I ..... CJI . - ~ .. . . ' ' . : ' SHEET.NO •.... -~ ... -....................... ~ ......... . : ' : : ~Lf\-i ffZ-55'; ! . JOB NP. J ... B.-l ............ .,. ...................... , ' I ' ' ' "f ' ; l ' ' ' I I 1 ! l I ~ ~-t---·-"-1·--~ I I .. T I .. I I .. i .... ·-! '' ' . j . . ' •• l i . ' ' • I • • J- ~··•j--j. •• ..;. ...... ~ ........ ·---r--t-., j ! ! ' --i I l I ' ... t··f· ---· ' I l l ! ' l-- .. ····t· .. --~--..... -...... , ... ·-t--i--; I ' i ' j ·j ·: ' -' -·-· i , IL1 :--1-+-1·· l • ··*1--· CERTIFIED INSPECTOR'S DAILY REPORT CWillianl! Smalt '?J~ OFFICE: (619) 443-8564 PAGER: (61-9) 973-7835 ' ' "<\ CONSTRUCTION INSPECTION & MATE;RIAL TESTING I CONSECUTIVE I JOB NO. G)rORWEEK ¼ ~ © ~ <:''. .• ICBO Certified • City of San Diego Certified REPORTN02 ENDING cr', ~6?, _,9,-> -2 I AM AUTHORIZED BY THE CITY OF D REINFORCED CONCRETE lKf·sTRUCT. STEEL ASSEMBLY D SPRAY-APPLIED FIREPROOFING © SAN DIEGO TO PERFORM s·PECIAL D PRE-STRESSED CONCRETE ·o REINFORCED GYPSUM OoTHER ·• INSPECTION IN THE CATEGORY CHECKED. D REINFORCED MASONRY D DEEP FOUNDATION JOB ADDRESS © BUILDING PERMIT NUMBER 01 PLAN FILE NUMBER @ /9/£:" /rt?Ll ~6'~ //PE 0..//& .! /.5 ,,4-L) C/r 99-/61 OWNER OR PROJECT NAME © ARCHITECT . @ k,,t1c/! 11 ;.?/.J.(;.s/ r# / A7 c;·IJ v c TR;, ..:t:Att"' CONSTR. MAT'L. (TYPE, GRADE, ETC.) ©I DESIGN ®I SOURCE OF MFGR. © ENGINEER @ 1/-<t,-u If-,/,t}'/R STRENGTH {!:JJ..,e,;t1 //r tt' J/J..J ,,<.1 /" .11-/-1 ~ OS-5.Si9."'1 DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) © GENERAL CONTRACTOR @) /136 S7if..-?u-:L. f t.-:: :?'.:?/I!" .£.k~r@o /;d_,;:-, /.r< /;qt,)/-1J4R ,,,r.1 -r ':5:E/? .14C..4::.-T , CONTR. DOING REPORTED WORK @) f./(. [ l'J1 ./ //--,J-~·//? ,.4-,,-_r-·~ /?V..1 c /~ LAB. RECEIVING & TESTING CONSTR. MAT'L. SAMPLES @ ·1/C/./ F INSPEC-@ ARRIVAL@ DETAILED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. @ TION TIME. REPORT OF DATE DEPARTURE WORK INCLUDES INFORMATla-l ABOUT-AMOUNTS OF MATERIAL PLACED OR WOii< PERFORMED; NUMBER, TYPE A IDENT NO'S. OF TEST SAMPLES TAKEN, STRUCT. TIME INSPECTED CCHlECTla-lS (WELDS MADE, H.T. BOLTS TORQUED) CHECKED; ETC. g/4Js {i;,C/C/ 14-ln P;£,i1/:t;.;,:P/J,/&f A nEL jJ 1,,1.,1/:LJJ P/S:/);£°/ 1/,Q..,( /' L-ocJr-J'7e:.--'Li" M.J~/l 5//',),"';,:,;yr• I /' $,' ,:;.f:v l"J;::. W"O,,,.! A:_ .,,.. h,s/ crT ~A 2:/1/r L.,. ..,.,(),....£<";" 7#£ ~/T-u-;;-P .Ji,;(/,0 "l!,-n /,,:/£ L _L) #;.,:::. /-L $v g;-t,/,c. "It i,,v J$';Jf/-"'~ J CL-;1_/-' /-~ . 'I' ,,/ _Pl,,t,--::,.1 -;--,r,'( & b¢. )~-/ /) _:j,#tfP)< h 1/ / I . / ·- Rr.J rrl!:?,,,.,,,.., 1,?Ll.1.d. ,1.,£' I"':/,..,. /.J //"') ·rif& L= y / S-/"', A.r? 7 c:-n Ir 1 r JI #,"1/~1/£" L IZ&ifl/;.-, ,t::o~ rA,J-8 ///F ryC::./? /r-./9'/J ;JJFJJf r~ :r/./.,r;;?- /r I,._ . LY.// ll .;f.r ~ ~ y 6, y 1//,; TL /?I ff ,t:;,T"h,"'4-..,,.L ,.....o/r__, _,,..__, A:../ )'-;.JEN' )- L. :SY .s V ~.,1.< /3.Rn-/' ;ti";. //"') .,-/.k;r /Jl'.!P,,p ~/) /.50 T/-0 ,;y, C4fi< ,,. V r H'.J/2 -Q. €! /~1<11-r IA//-t44/?'Jtd.~8'£ ~ ~7nL~" ;::-jf CJ IN .XI O // T )-/. /",,,.;// _)I YN ~< / L-1A//P. -;r/,/p// Sr? I ,,1 ,.-# <""' c->L,,. _),.,..,, ,ti r L/ /1-/ /::. /..J./~c.:, IJ:NST 7/./PI'./ £,,,._,,,,J,;7 ( /'JJ LJ .H'M;(_ I ./ / .,c//2 5... 14-/.i, Wrir tiJ .//t/ C-:.. k!J11s L~A//~ I/S:/,;(,16 51111-14./ E7CYR-" cL./'cTPc: '6£' -r-cP ..... ~. -~1LLRr / t/e-L hf; /df/ &" CERI/HLf'"LJ Iv ct! b/:!-";p < ..... ..a. _/'~!(S~, « '*111 .. ~-.l -~ ~ 960109:;rALL _/2 't ~CWif I HEREBY CERTIFY THAT I HAVE INSPECTED THE WORK LISTED ABOVE AND INSPECTOR (PRINTOATYPE) lJ,_,d/J.l'l-1.1~_-l"' ,,;;,1p~_I I W-. @ THAT IT COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, SIGNATURE ~~-----~ -e-..:---- THE"APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF ~ . DATE SIGNED~~ f:::.C-CERTIFICATE N01/}"'.J, <?.;;>'.-'.'~,;:>c.--.;.f/:,,,,,../ff THE CITY BUILDING CODE, UNLESS OTHERWISE NOTED. NOTE, ALL INSPECT Re fu M;rr BE RECEIVED BY FRIDAY Of' THE wea<FOUOWINC! --;sPECTION oiTEs. ' ? .. BY ............. Gt .. t. .. t:2.1:/./±.~f..&...':!. ........... . DATE ........ J.. .. ?.?..!:' ..... :?.:~ ... :::.9..:$.: .......... .. SUBJECT ............................... · ...................... .. ' ' a , ' < ; -l RACK DESIGN,& .BNGINBBRING CO. I , ' I ' i ' 3786 LA CllBSCBNTA AVE.,' SUITE 204· -;· ---G~AL~.~~A.-·?i20$ . . TEL: (818) 957-2980 fAX: (IJ18) 957-8603 . ' I Pp..; I : SHEET NO ..... ; .... ; ............. :........................ ' JO~NO •....... R.D', l ~55 ......... . q <P:5 K6 l..·L.i0h & , A vc · / C 1-l ~ ,s JS,4-L> 1 c.A. l S'-r, (-(--f\/£/l. .. . I ONL'f AE& I) • A 1 J.. 0 B.Flt-"'I s TYP. ./ /4, /;-_......__ 3 ?lf)E-$ ( /3ofl-{ r.v,H) ' '' PL· ,o Cot..• K tJf~ r$HA--~~ 1/1. ft.} CO/ofr!: ! . 0 t fe.- . I ' .. ' ' ' :, ' ' ' .i' '+;/ . --~,.Ji;/·' l ¥ i ! '·. l i .. -1..... .. ... . I I I 11 L I u I I 1: I . : 21 : ' . II i- 1 l I ' l .. l X I 1 < t 1 I I ,,.. II\ '-1 I ,.,, ) I t: t , . i LI I ~ I 111 ! i ' I Jd I f I j I 1 I '' I . 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P · I f ~:.=~-" -· .... · _____ ...,,:::-===---------------- ·'" 1 Y ;> • J.1-!-fa...,....J,..__V l Sll)f) ( 6vi"i l-"'') ~) PL• ,o (rdC..• J' 1'). .. .· I • r······ __,.. ... ~, \,_,···, ., ~ ., .,,,_ ~' -~ ' ' [ l0 ~.,d LC./~,_ ' E:ElCJBL968 tB Ee; : N{ •,,.,, • • FR~~ PR Eqµipment PHONE ND. 6195936935 Aug. 04 1995 02:27PM P01 Fr·om \.JI LU AM SMr,LL H-lSPEC:T lDI~ PHCIN!= H::,, G19 443 8564 Aug.03 1995 5:13PM P01 c.$' '-I'$· 67 Js , .. --------· Ct;i::RTlrlED INSPECTOR•& DAU. Y RE.POAT , _________ .. _ ... ----o~f/OE;: (AHi) -443~8694 PAGl:R: (619) 07~•76~!> ~ ........ ..., .. -,.,,.,,,n..,.~.-.,..--_•,--· ,,,,_. --------·w·--- .,~-................... ,,.1,,.,-~-HI •----\--... ~·--.. -~,--· , ... , .. _, o,,, ______ N-•--.J#,f ..... __ ,, ... ,~Nfr~~ .. ,..,_,,____,......,_..,,.,_...,. ............... _,,,I •••---.. ,,._, __ UJ ·--... ,,.,,,, ,, ___ ··-··"'-•• 11 ..... -,,, • ..,_;_ __ ~,..,-~, ••--•••• .,,.." .. --,1 .. 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"PRODUCTS & SERVICES TO IMPROVE THE STORAGE, MOVEMENT & CONTROL OF MATERIALS" P.O. BOX 1528 ° POWAY, CALIFORNIA 92074 (619) 679-8714 FA~ (619) 679-8414 /JV1£ t J ~C: IA L: C#J;J,J: fEA '/H, J f' ~, 7El7 ' L ..J ' ,.,..,~. \ , ,,TotJt",4 ... t 1)61,,,t,., IJ o F Jl-f • si. N1Ji 11s,ra f~A... llell"" y , z. w; ,1,,,..,-, t..0H'f/1t111£'1! n, E098l968t8 ~g:00 t66t/~l/l0 ' ~ j -l j ·i 'l ' ! ., ; '' '' '' . 1 DATE: 4/12/95· JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1611 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET:V Supp. PRO~ECT ADDRESS: 1965 Kellogg Street PROJECT NAME: Racks and Storage Platform c~~~;~~ Cl PLAN REVIEWER Cl FILE o· 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 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: Wes Warwick PO Box 1528, Poway, CA 92074 • 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. • REMARKS: the applicant inked additional information onto the plans to satisfy the previous comments. City to review the guardrail at the platform along the pallet racks. City to field verify the building complies with the disabled access requirements (new building per applicant). By: Pete Fischer Esgil Corporation D GA DCM D PC log Enclosures: trnsmtl.dot DATE: 4/ 10/95 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1611 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET:V PROJECT ADDRESS: 1965 Kellogg Street PROJECT NAME: Racks and Storage Platform D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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 check list transmitted herewith is for your information. The plans are being held at Esgil Corporation !,Jntil corrected plans are submitted for recheck. D The applicant's copy of the check ·usfls ·enclosed for the jurisdiction to forward to the applicant contact person. fA,<€:.D • The applicant's copy of the check list has been sefl1: to: Wes Warwick PO Box 1528, Poway, CA 92074 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: Wes Warwick Date contacted: Lf /J ol9S-(by: ~ ) Telephone#: 679-8714 <.P'=J~ -8HJ ~. a REMARKS: Only supplemental calculations were received. By: Pete Fischer Esgil Corporation D GA DCM D PC 4/3/95 Enclosures: trnsmtl.dot Carlsbad 94-1611 4/10/95 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1965 Kellogg Street DATE PLAN RECEIVED BY ESGIL CORPORATION: 4/3/95 REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ): PLAN CHECK NO.: 94-1611 SET: V DATE RECHECK COMPLETED: 4/10/95 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 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. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the Jurisdiction's building department.. B. 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. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. D. 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? OYes QNo Carlsbad 94-1611 4/10/95 7. The tenant space and new and/or existing facilities serving the remodeled area must be acce$sible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The plans do not indicate what is required to bring the building into compliance. · 18. City to review the guardrail at the platform along the pallet racks. 19. Show the following for the stair: No response was provided. a) Show the landing size at the bottom of the south stair per 3306. d) Handrails shall extend a minimum of 12" plus the tread width beyond the bottom nosing. e) rhe upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. f) *Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 11/2" past the face of the riser above. Risers shall be solid (open risers are not permitted). 26. The new footings along the existing building walls should be centered under the new columns at all the building angle changes. If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. DISABLED ACCESS REQUIREMENTS FOR REMODELS1 (alterations, structural repairs, additions, tenant improvements and occupancy changes) A. GENERAL Full access compliance is .required-for remodels, including: 1. The specific area being remodeled, (i.e., the "new" work). 2. Existing elements in the path of travel to the remodeled area. (a)Parking, (b)Walks, (c)Hazards, (d)Curb Ramps, (e) Ramps, (f)Elevators, (g) Stairs. 3. Entrance to the remodeled area. (a)Entrance doors, (b)Exit doors. 4. Existing sanitc3ry facilities serving the remodeled area. 5. Existing drinking fountains and telephones serving the remodeled area. .. DATE: 3/22/95 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1611 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET:IV PROJECT ADDRESS: 1965 Kellogg Street PROJECT NAME: Racks and Storage Platform Cl 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. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Wes Warwick PO Box 1528, Poway, CA 92074 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: Wes Warwick Date contacted: 3/zzl q5 (by: Kc..-) Telephone#: 679-8714 • REMARKS: Only supplemental calculations were received. By: Pete Fischer Esgil Corporation D GA DCM D PC 3/14 & 3/16 Enclosures: trnsmtl.dot Carlsbad 94-1611 3/22/95 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT APDRESS: 1965 Kellogg Street DATE PLAN RECEIVED BY ESGIL CORPORATION: 3/14 & 3/16 REVIEWED BY: Pete Fischer FOREWORD (PL~ASE READ): PLAN CHECK NO.: 94-1611 SET: IV DATE RECHECK COMPLETED: 3/22/95 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 need clarification, modification or change. All items must be satisfied before the plans will be ih conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's building department.. B. 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. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. D. 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? DYes DNo Carlsbad 94-1611 3/22/95 7. 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. The plans do not indicate what is required to bring the building into compliance. 15. Pallet rack connections (show on the revised plans): b) Per the revised calculations, indicate the loading is 1000#/level. c) Per calculations, indicate the beam bracket is a 3"x1 ½" angle. Indicate on the plans that the type A racks will have a 4" deep beam at the lowest level adjacent to the bridge bays. 18. City to review the guardrail at the platform along the pallet racks. 19. Show the following for the stair: No response was provided. a) Show the landing size at the bottom of the south stair per 3306. c) Handrails are required on each side of stairs, per section 3306(i.1) 1. d) Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing. e) The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2'' wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. f) *Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 11/2" past the face of the riser above. Risers shall be solid (open risers are not permitted). 21. Indicate joists A3 along the side of the stair on the plans (instead of A2) per the calculations. 23. Indicate the beam Y is a double beam for the full 20' length on the plans per the calculations. 25. See the following comment 25 supplemental for the calculations by the new engineer. The following is the previous comment to G. Ohan. Recheck all lateral loads and the lateral analysis (G Ohan): d) i. At the braced connections: Provide 2 .. 7/8" A325 bolts at each end of the brace per calculations. Show a 4x15x1/4" stiffener for the beam at the brace locations per calculations. Provide calculations for the angle connection to the beam (bending of the angle and/or the beam flange in the weak axis). No response was found. Check the beam for the brace load. For example, the additional shear load of 18.5 k should be added to the gravity shear. No response was found. Carlsbad 94-1611 3/-22/95 g) ii. Per the response, show knee bracing will be used at all columns in the transverse and longitudinal directions. Grade 5 bolts do not qualify as A325 bolts. · iii. Check the top of column connection for all load transfers. The shear and tension from the brace must be transferred from the column to the beam. No response was provided. Per the calculations, show diagonal bracing at all columns in the transverse direction, and show 6x6x3/8" columns at the Y beams (6 locations). 25. Supplemental (engineering by Innovative Design Concepts): j) · The lateral calculations were for a typical 12' bay, but some bays are wider which results in a ~25% increase in vertical and lateral loads. k) The typical 12' bay vertical load is 16.2 kips. I) Analyze the complete frame with both the vertical uniform running load and the lateral loads applied at the same time. The vertical loading and resulting vertical end moments, shears, etc. were not included in the lateral design. The design will be completely rechecked. m) Design all connections for vertical loads plus 3*Rwf8 times the seismic loads per 2710. See all previous correction lists for the transfer of all loads at the connections (weak axis flange bending, etc.). n) Provide revised plans to show all required information. 26. Provide adequate footings for all vertical reactions (no response was provided for b, c, d & e): a) Justify the 2 ksf soil bearing value directly below the slab on grade. The new soil letter indicated that 2 ksf is only allowed for 12" deep footings. b) The slab moment should be calculated per 2615(e)2C. c) Was the slab installed with special inspection to verify the 3 ksi? d) Are there any slab joints close to the column locations? e) Plain concrete should hot be used in seismic zone 4 to support a new second floor per 2622. 27. Indicate the deck is also connected to all beams on sheet 4 (revised plans have not been provided). 28. The plans should indicate the storage platform design live load is 125 psf. If you have any questions rE3garding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. Carlsbad 94-1611 3/22/95 DISABLED ACCESS REQUIREMENTS FOR REMODELS1 (alterations, structural repairs, additions, tenant improvements and occupancy changes) A GENERAL Full access compliance is required for remodels, including: 1. The specific area being remodeled, (i.e., the "new" work). 2. Existing elements in the path of travel to the remodeled area. (a)Parking, (b)Walks, (c)Hazards, (d)Curb Ramps, (e) Ramps, (f)Elevators, (g) Stairs. 3. Entrance to the remodeled area. (a)Entrance doors, (b)Exit doors. 4. Existing sanitary facilities serving the. remodeled area. 5. Existing drinking fountains and telephones serving the remodeled area. DATE: 2/24/95 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1611 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 9_2123 (619) 560~1468 SET: Iii Supp. PROJECT ADDRESS: 1965 Kellogg Street PROJECT NAME: Racks and Storage Platform D APPLICANT 0 JURISDICTIO D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. o· The plans transmitted ·herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · • The applicant's copy of the check list has been sent to: Wes Warwick PO Box 1528, Poway, CA 92074 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: Wes Warwick ( sr... c /krAI-½). Date contacted: ;J. /2.tfhS-(by: i<f} Telephone#: 679-8714 • REMARKS: Only supplemental calculations were received. By: Pete Fischer Esgil Corporation D GA DCM D PC 2/14 · Enclosures: trnsmtl.dot Carlsbad 94-1611 2/24/95 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1965 Kellogg Street DATE PLAN RECEIVED BY ESGIL CORPORATION: 2/14 REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ): PLAN CHECK NO.: 94-1611 SET: III Supp. DATE RECHECK COMPLETED: 2/24/95 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 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. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's building department.. 8. 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. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. D. 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? DYes ONo Carlsbad 94-1611 2/24/95 7. 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. The plans do not indicate what is required to bring the building into compliance. 15. Recheck the pallet rack bridge connection on calculation sheet 6 as follows: b) Per the revised calculations, indicate the loading is 1000#/level. c) Per calculations, indicate the beam bracket-is a 3"x1 ½" angle. Indicate on the plans that the type A racks will have a 4" deep beam at the lowest level adjacent to the bridge bays. · 18. City to review the guardrail at the platform along the pallet racks. 19. Show the following for the stair: No response was provided. a) Sh.ow the landing size at the bottom of the south stair per 3306. c) Handrails are required on each side of stairs, per section 3306(i.1) 1. d) Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing. e) The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. f) *Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 11/2" past the face of the riser above. Risers shall be solid (open risers are not permitted). 21. Indicate joists A3 along the side of the stair (instead of A2) per the calQulations. 23. Indicate the beam Y is a double beam for the full 20' length on the plans per the calculations. 25. Recheck all lateral loads and the lateral analysis: d) i. At the braced connections: Provide 2-7/8" A325 bolts at each end of the brace per calculations. Show a 4x15x1 /4" stiffener for the beam at the brace locations per calculations. Provide calculations for the angle connection to the beam (bending of the angle and/or the beam flange in the weak axis). No response w~s found. Check the beam for the brace load. For example, the additional shear load of 18.5 k should be added to the gravity shear. No response was found. Carlsbad 94-1611 2/24/95 g) ii. Per the response, show knee bracing will be used at all columns in the transverse and longitudinal directions. Grade 5 bolts do not qualify as A325 bolts. iii. Check the top of column connection for all load transfers. The shear and tension from the brace must be transferred from the column to the beam. No response was provided. Per the calculations, show diagonal bracing at all columns in the transverse direction, and show 6x6x3/8" columns at the Y beams (6 locations). 26. Provide adequate footings for all vertical reactions (no response was provided): a) Justify the 2 ksf soil bearing value directly below the slab on grade. b) The slab moment should be calculated per 2615(e)2C. c) Was the slab installed with special inspection to verify the 3 ksi? d) Are there any slab joints close to-the column locations? e) Plain concrete should not be used in seismic zone 4 to support a new second floor per 2622. 27. Indicate the deck is also connected to all beams on sheet 4. 28. The plans should indicate the storage platform design live load is 125 psf. If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. A. DISABLED ACCESS REQUIREMENTS FOR REMODELS1 _ (alterations, structural repairs, additions, tenant improvements and occupancy changes) GENERAL Full access compliance is required for remodels, including: 1. The specific area being remodeled, (i.e., the "new" work). 2. Existing elements in the path of travel to the remodeled area. (a)Parking, (b)Walks, (c)Hazards, (d)Curb Ramps, (e) Ramps, (f)Elevators, (g) Stairs. 3. Entrance to the remodeled area. (a)Entrance doors, (b)Exit doors. 4. Existing sanitary facilities serving the remodeled area. 5. Existing drinking fountains and telephones serving the remodeled area. DATE: 2/9/95 JURISDICTION: Carlsbad ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 . ' -,-:,: PLAN CHECK NO.: 94-1611 SET: III -,_ -! ,,( :--:-,:4 _.,,~ 1~ ;:">:.}\PROJECT ADDRESS: 1965 Kellogg Street PROJECT NAME: Racks and Storage Platform D The plans transmitted herewith have been corrected where necessary and substantially comply . ~. with the jurisdiction's building codes. l{~;:t · ,7-':-.. . ·:°(~]);The plans transmitted herewith will substantially comply with the jurisdiction's building codes · ··\1:!;~-~hen minor deficiencies identified below are resolved and checked by building departmentstaff. D The plans transmitted herewith have significant deficiencies identified on the en<?losed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are.being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Wes Warwick PO Box 1528, Poway, CA 9207 4 • 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: Date contacted: (by: ) Telephone#: D REMARKS: By: Pete Fischer Enclosures: Esgil Corporation D GA DCM D PC 1/31, 2/1 trnsmtl.dot Carlsbad 94-1611 2/9/95 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1965 Kellogg Street DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/31, 2/1 REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ): PLAN CHECK NO.: 9·4-1611 SET: III DATE RECHECK COMPLETED: 2/9/95 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 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. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's building department.. B. 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. C. The following items have not been resolved from the previous· plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. D. 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? DYes DNo Carlsbad 94-1611 2/9/95 7. 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. The plans do not indicate what is required to bring the building into compliance. 15. Recheck the pallet rack bridge connection on calculation sheet 6 as follows: b) Per the revised calculations, indicate the loading is 1000#/level. c) Per calculations, indicate the beam bracket is a 3"x1 ½" angle. Indicate on the plans that the type A racks will have a 4" deep beam at the lowest level adjacent to the bridge bays. 18. City to review the guardrail at the platform along the pallet racks. 19. Show the following for the stair: No response was provided. a) c) d) e) f) Show the landing size at the bottom of the south stair per 3306. Handrails are required on each side of stairs, per section 3306(i.1)1. Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing. The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. *Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 11/2" past the face of the riser above. Risers shall be solid (open risers are not permitted). 21. Indicate joists A3 along the side of the stair (instead of A2) per the calculations. 23. Indicate the beam Y is a double beam for the full 20' length on the plans per the calculations. 25. Recheck all lateral loads and the lateral analysis: d) Design all moment connections for 3*Rw/8 times the seismic loads per 2710. Recheck the calculations and connections: i. At the braced connections: Check the angle with the effective net area per AISC 83. Provide A325 bolts for the load of 13.4 K/bolt and verify the bolt size is adequate for the load. Check the colurrm flange weak axis bending from the brace load. Check the beam for required stiffeners and provide calculations for the angle connection to the beam (bending of the angle or the beam flange in the weak axis). Check the beam for the brace load. For example, the additional shear load of 18.5 k should be added to the gravity shear. Carlsbad 94-1611 .2/9/95 g) ii. At the moment connections: Indicate A325 bolts for the required bolt shear capacity. The beams are connected at the ends of the beams. Check the beam plate and the connecting angle for weak axis bending. iii. Check the top of column connection for all load transfers. At the moment connection, the entire moment must be transferred. At the braced connections, the shear and tension from the brace must be transferred. · Per the calculations, show diagonal bracing at all columns in the transverse direction, and show 6x6x3/8" columns at the Y beams (6 locations). · 26. Provide adequate footings for all vertical reactions (no response was provided): a) Justify the 2 ksf soil bearing value directly below the slab on grade. b) The slab moment should be calculated per 2615(e)2C. c) Was the slab installed with special inspection to verify the 3 ksi? d) Are there any slab joints close to the column locations? e) Plain concrete should not be used in seismic zone 4 to support a new second floor per 2622. · 27. Indicate the deck is also connected to all beams on sheet 4. No response was provided. 28. The plans should indi9ate the storage platform design live load is 125 psf. No response was provided. 'If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. A DISABLED ACCESS REQUIREMENTS FOR REMODELS1 (alterations, structural repairs, additions, tenant improvements and occupancy changes) GENERAL Full access compliance is required for remodels, including: 1. The specific area being remodeled, (i.e., the "new" work). 2. Existing elements in the path of travel to the remodeled area. (a)Parking, (b)Walks, (c)Hazards, (d)Curb Ramps, (e) Ramps, (f)Elevators, (g) Stairs. 3. Entrance to the remodeled area. (a)Entrance doors, .(b)Exit doors. 4. Existing sanitary facilities ~erving the remodeled area. 5. Existing drinking fountains and telephones serving the remodeled area. DATE: 1/25/95 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1611 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET: II PROJECT ADDRESS: 1965 Kellogg Street PROJECT NAME: Racks and Storage Platform CJ APPLICANT cc:[)URISDICTIOV CJ PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor d~ficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enplosed check list and should be corrected and resubmitted for a complete recheck. • Th~ check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Wes Warwick PO Box 1528, Poway, CA 92074 • 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: Date contacted: (by: ) Telephone #: D REMARKS: By: Pete Fischer Enclosures: Esgil Corporation 0 GA DCM D PC 1/16/95 trnsmtl.dot Carlsbad 94-1611 1/25/95 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1965 Kellogg Street DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/16/95 REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ): PLAN CHECK NO.: 94-1611 SET: II DATE RECHECK COMPLETED: 1/25/95 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 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. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's building department.. B. 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. C. The following .items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. D. 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? DYes QNo Carlsbad 94-1611 1/25/95 6. The rear exit doors on sheet 2 should be a minimum 36" width per 3304. 7. 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. 10. Identify the upper level areas as· the second floor since they no longer qualify as mezzanines. 15. Recheck the pallet rack bridge connection on calculation sheet 6 as follows: b) Per the revised calculations, indicate the loading is 1000#/level. c) Per calculations, indicate the beam bracket is a 3"x1 ½" angle. A 3"x1 ½" angle. has a section modulus of only approximately .11 so the bending stress would be 48 ksi. 18. Show the guardrail at all openings of the platform, including at the pallet racks. The pallet racks can not serve as the guardrail, unless waived by the city. 19. Show the following for the stair: a) Show the landing size at the bottom of the south stair per 3306. c) Handrails are required on each side of stairs, per section 3306(i.1)1. d) Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing. e) The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. f) *Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 11/2" past the face of the riser above. Risers shall be solid (open risers are not permitted). 21. Floor joist A2 exceeds the L/360 live load limit in Table 23-D and Section 2307. 23. Check all beams per USC STD 27-9 Sections C3.4 and C3.5. The beam Y reaction is 16.2 kips and per the new calculation sheet 3 the Pa = 9 kips. 25. Recheck all lateral loads and the lateral analysis: d) Design all moment connections for 3*Rw/8 times the seismic loads per 2710. Complete calcµlations for the brace-to-column, brace-to-beam and beam-to-column were not found. e) Design the structure as a complete "frame" to include the vertical end moments in combination with the seismic loads. Design for complete fixity. Carlsbad 94-1611 1/25/95 g) Design the lateral frames for the maximum tributary seismic load. Per the new calculation, it appears that all columns will be seismic columns. h) The lateral resistance will be completely rechecked. 26. Provide adequate footings for all vertical reactions: a) Justify the 2 ksf soil bearing value directly below the slab on grade. · b) The slab moment should be calculated per 2615(e)2C. c) Was the slab installed with specia·I inspection to verify the 3 ksi? d) Are there any slab joints close to the column locations? e) Plain concrete should not be used in seismic zone 4 to support a new second floor per 2622. 27. Indicate the deck is also connected to all beams on sheet 4. . . 28. The plans should indicate the storage platform design live load is 125 psf. If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. A DISABLED ACCESS REQUIREMENTS FOR REMODELS1 (alterations, structural repairs, additions, tenant improvements and occupancy changes) GENERAL Full access compliance is required for remodels, including: 1. The specific area being remodeled, (i.e., the "new" work). 2. Existing elements in the path oftravel to the remodeled area. (a)Parking, (b)Walks, (c)Hazards, (d)Curb Ramps, (e) Ramps, (f)Elevators, (g) Stairs. 3. Entrance to the remodeled area. (a)Entrance doors, (b)Exit doors. 4. Existing sanitary facilities serving the remodeled area. 5. Existing drinking fountains and telephones serving the remodeled area. B. REMODELS VALUED LESS THAN $79,1192 When remodels are valued at less than $79, 119, the total access compliance may be limited to the specific area being remodeled (i.e., "new" work), provided the following conditions are satisfied: 1. The cost to upgrade the existing elements (described in A.2, A.3, A.4 and A.5 above) exceeds 20% of the cost of the proposed project, and 2. The enforcing agency determines that "an unreasonable hardship" exists (see the attached Form HCA-1, to be completed by the applicant), and 3. The plans must still show upgrades to the existing elements, but only to the point where the cost to do so will equal 20% of the cost of the proposed project. In choosing which elements to upgrade, the following priority list should be used: (a) Entrance to the building (b)Route of travel (c)Restrooms (d)Public telephones (e)Drinking fountains (f)Other e.l~ments, such as parking, alarms, signage, etc. Carlsbad 94-1611 1/25/95 C. REMODELS $79,119 AND HIGHER2 When remodels are valued at $79,119 and higher, access compliance is required for the specific area being remodeled (i.e., "new" work), and for the existin·g elements (described in A.2, A.3, A.4 and A.5 above). Under some circumstances, certain existing elements (such as restrooms) need only comply with "equivalent facility" provisions in Title 24. This may be granted if the enforcing agency determines that "an unreasonable hardship" exists. 1 Based on the provisions in Title 24, Part 2 of the California Building Code, Effective April 1, 1994 2Note: In determining the value of a remodel, the total costs of all improvements since January 26, 1992 along the same path of travel must be included (even if the previous remodels were done by other tenants). The 20-percent provisions for determining if upgrade costs are disproportionate and for determining the amount to spend on upgrades shall be based on this total value. Please complete the attached declaration form (Form DPCC). Carlsbad 94-161 l 1/25/95 REVISED VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Pete Fischer BUILDING ADDRESS: 1965 Kellogg Street BUILDING PORTION BUILDING AREA (sq. ft.) PALLET RACKS CONTRACTOR'S MEZZANINE 2300 Air Conditioning Fire Sprinklers TOTAL VALUE Building Permit Fee: Plan Check Fee: PLAN CHECK NO.:. 94-1611 DATE: 1/25/95 BUILDING OCCUPANCY: B2 TYPE OF CONSTRUCTION: VN SPR VALUATION VALUE MULTIPLIER ($) ESTIMATE 10,437 22 50,600 • 61,037 $ 468.50 $ 304.53 Comments: Revised due to the contractor's estimate. Sheet 1 of 1 valuefee.dot I ,, ., DATE: 12/22/94 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1611 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET:I PROJECT ADDRESS: 1965 Kellogg Street PROJECT NAME: Racks and Storage Platform 0 APPLICANT D ciQRISDICTIQbl) D 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. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact persbn. ~ The applicant's copy of the check list has been sent to: Wes Warwick PO Box 1528, Poway, CA 92074 ~ 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: Date contacted: (by: ) Telephone #: D REMARKS: By: Pete Fischer Enclosures: Esgil Corporation D GA DCM D PC 12/12/94 trnsmtl.dot Carlsbad 94-1611 12/22/94 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 94-1611 OCCUPANCY: B2 TYPE OF CONSTRUCTION: VN SPR ALLOWABLE FLOOR AREA: OK SPRINKLERS?: YES REMARKS: . DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 12/22/94 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: STORAGE ACTUAL AREA: + 2300 2nd STORIES: 2 HEIGHT: NO CHANGE OCCUPANT LOAD: + 5 DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/12/94 PLAN REVIEWER: Pete Fischer 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 access for the disabled. 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections 'Cited are based on the 1991 UBC. 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. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1991UBC) tiforw.dot Carlsbad 94-1611 12/22/94 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468, OR 2. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. 3. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. 4. UBC Section 304 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 for the pallet racks. 5. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and the1991 UBC. 6. Indicate the use of all spaces adjacent to the area being remodeled or improved. Sheet 1 indicates that the majority of the existing space was manufacturing. Identify all remaining manufacturing areas and identify all storage areas. The manufacturing exits can not pass through storage areas per 3303(e). 7. 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. 8. Indicate on the plans that the new storage platform will be sprinklered to match the existing type VN SPR construction. 9. Indicate all existing door sizes, door swings and exit sign locations. Verify all required door clearances are maintained with the new construction. Verify the existing exiting still complies after the new construction. 10. Indicate on the plans the following information: Existing first floor area: Existing second floor area: New second floor area: Total building area: Identify the upper level areas as the second floor since they no longer qualify as mezzanines. Carlsbad 94-1611 12/22/94 11. Verify that the clearance between the rack and the building is adequate for at least 3*Rw/8 times the deflections of both the rack and the building per 2337(b}11. Dimensions are not indicated from the new construction to the existing building walls, columns and pipes. . 12. . Recheck the end elevation dimension for the storage platform on sheet 2. Per sheet 4 the total dimension should be 20' plus the clearances on each side of the storage platform. · 13. Indicate on the plans that the top level load for the type 8 rack on sheet 2 is 500# per the calculations. 14. Verify the pallet rack bridge column is adequate for all loading with the 124" unbraced length at the type A single row rack. 15. Recheck the pallet rack bridge connection on calculation sheet 6 as follows: a) Provide specs for the rivet material to justify the allowable shear stress. b) The rivet bearing capacity on calculation sheet 6 is only d*t*F u *2.22/2.22 = d*t*Fu, and d maximum= 7/16". c} The angle bracket at the end of the beam may be the failure mechanism at the 3" deep beams (2" moment arm from the bottom of the beam to the rivet}. d) Include P-delta moment increases for the connection. 16. Clarify the joist direction for all bays on plan sheet 4. 17. Provide a list of all required special inspections on the plans. 18. Show the guardrail at all openings of the platform, including at the pallet racks. 19. Show the following for the stair: a} Show the landing sizes at the top and bottom per 3306. b) Dimension the stair widths. c) Handrails are required on each side of stairs, per section 3306(i.1} 1. d} Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing. e) The upper approach and the lower tread of each ·st~ir shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. f) *Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 11/2" past the face of the riser above. Risers shall be solid (open risers are not permitted}. 20. Dimension the A2 and A3 joist locations on sheet 4. Carlsbad 94-1611 12/22/94 21. Floor joist A2 exceeds the U360 live load limit in Table 23-D. 22. Recheck beam Y for two point loads per the plans. Check the beam for combined bending and shear per UBC STD 27-9 Section C3.3 (MactfMau i::11 and VactNan = 9.2/32 = .29) 23. Check joists A2 and A3 and all beams per UBC STD 27-9 Sections C3.3, C3.4 and C3.5. 24. Provide calculations for all connections at the storage platform. 25. Recheck all lateral loads and the lateral analysis: a) The seismic weight is (live load)/4 + dead load + sprinkler loads. b) The design Rw = 6 per Table 23-0. c) The column lateral loads will be higher at the wider bays. d) Design all moment connections for 3*Rw/8 times the seismic loads per 271 O. Verify the footing is adequate for the base moment and show it complies with 2625(d). e) Design the structure as a complete "frame" to include the vertical end moments in combination with the seismic loads. f) The K in KUR is at least 1.2 for fixed-fixed columns and 2.1 for fixed- pinned columns. g) The distribution of load to the columns should be based on the relative stiffness. · For example, on sheet 12 a fixed-fixed column has 4 times the rigidity of a fixed-pinned column. The moment at the top of the column will not be twice as great as the moment at the bottom. h) The lateral resistance will be completely rechecked. 26. Provide adequate footings for all vertical reactions and base moments. 27. Indicate the deck material. Verify the deck can span the 24" and support the live load. Indicate the deck connections to all joists and all beams to provide lateral support for all framing members. 28. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, not~ or detail number, calculation page, etc. 29, Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Carlsbad 94-1611 12/22/94 • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 30. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Pete Fischer at Esgil Corporation. Thank you. A. DISABLED ACCESS REQUIREMENTS FOR REMODELS1 {alterations, structural repairs, additions, tenant improvements and occupancy changes) GENERAL Full access compliance is required for remodels, including: 1. The specific area being remodeled, (i.e., the "new" work). 2. Existing elements in the path of travel to the remodeled area. (a)Parking, (b)Walks, (c)Hazards, (d)Curb Ramps, (e) Ramps, (f)Elevators, (g) Stairs. 3. Entrance to the remodeled area. (a)Entrance doors, (b)Exit doors. 4. Existing sanitary facilities serving the remodeled area. 5. Existing drinking fountains and telephones serving the remodeled area. B. REMODELS VALUED LESS THAN $79,1192 When remodels are valued at less than $79, 119, the total access compliance may be limited to the specific area being remodeled (i.e., "new"work), provided the following conditions are satisfied: 1. The cost to upgrade the existing elements (described in A.2, A.3, A.4 and A.5 above) exceeds 20% of the cost of the proposed project, and 2. The enforcing agency determines that "an unreasonable hardship" exists (see the attached Form HCA-1, to be completed by the applicant), and 3. The plans must still show upgrades to the existing elements, but only to the point where the cost to do so will equal 20% of the cost of the proposed project. In choosing which elements to upgrade, the following priority list should be used: (a) Entrance to the building (b)Route of travel (c)Restrooms (d)Public telephones (e)Drinking fountains (f)Other elements, such as parking, alarms, signage, etc. C. REMODELS $79,119 AND HIGHER2 When remodels are valued at $79, 119 and higher, access compliance is required for the specific area being remodeled (i.e., "new" work), and for the existing elements (described in A.2, A.3, A.4 and A.5 above). Under some circumstances, certain existing elements (such as restrooms) need only comply with "equivalent facility" provisions in Title 24. This may be granted if the enforcing agency determines that "an unreasonable hardship" exists. 1Based on the provisions in Title 24, Part 2 of the California Building Code, Effective April 1, 1994 2Note: In determining the value of a remodel, the total costs of all improvements since January 26, 1992 along the same path of travel must be included (even if the previous remodels were done by other tenants). The 20-percent provisions for determining if upgrade costs ar!3 di§proportionate and for determining the amount to spend on upgrades shall be based on this total value. Please complete the attached declaration form (Form DPCC). Carlsbad 94-1611 12/22/94 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Pete Fischer BUILDING ADDRESS: 1965 Kellogg Street BUILDING PORTION BUILDING AREA (sq. ft.) PALLET RACKS ESTIMATE MEZZANINE 2300 Air Conditioning Fire Sprinklers TOTAL VALUE Building Permit Fee: Plan Check Fee: Comments: 22 PLAN CHECK NO.: 94-1611 DATE: 12/22/94 BUILDING OCCUPANCY: B2 TYPE OF CONSTRUCTION: VN SPR VALUATION MUL TIPLll=R VALUE 15,000 50,600 65,600 $ 486.50 $ 316.23 ($) Sheet 1 of 1 valuefee.dot PLANNING/ENGINEERING APPROVALS .PERMIT NUMBER CB ~ffe// ADDRESS /fb~/~k RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00, · DATE_ ...... 1_,..d---t-3A""'-,j~1 ___ · ----//; TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ____________ DATE ______ _ ENGINEER-: 7,-r;-/k ____ , __ . £;~~-----. ..--. ___ oATE _/....,.. ;4_·1/..,..)J;_rY ____ _ C:\ WP51 \FILES\BLOG.FRM Rev 11 /15/90 ~ ~ ~ -~ ti ti ... ... • • Q Q ~I I ~ ~ -N -~ ~ 1,1 1,1 ti • .c .c u u i i --Q, Q, • .. • Q I ~ ; ~ ~ .c u i -Q, PIHffiING QiEO(L[Sf Plan Check No. 94-/6 [ f Address t '16£ /(&ll.O G & S-7:. Planner ___ v __ A __ N.;_,;;;;L..;..Y.;..;.N.;;;;.C.;..;.H ______ Phone 438-1161 ext. _43_2_5 ___ _ (Name) APN: -------------------------- Type of Project and Use >7blM6/f (2&c£, ft&f)t1~71#4l. ~ Zone -p M Facilities Management' Zone ..r-- CFO (inlA1® # 1 . [>.111)_.~ ·rsu/Ql?l'/.l(J P~f'/' ~ (If property in, compete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) [tern Complete· Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified ~ 0 ~ Rmew Requirm.: YES_ NO~ TYPE __ _ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval--------------------~------- .trti D Discretionary Action Requirm.: YES....._ NOL TYPE --- APPROVAL/RESO. NO. __ _ DATE: _____ _ PROJECT ~O. ___ _ OTHER RELATED CASES:---------------------- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval_· __ .-------------------------- caiJ O · Califomia Coastal C-ODUDjnion Pel:Qdt Requind: YES _ N0'2S.._ DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 · . Compliance with conditions of approval? If not, state conditions which _require action. Conditions of Approval_· ________________________ _ \ ~ 0 lnclusionaty Housing Fee n,quirod: . YES _ NQ%_ (Effective date of lnclusionary Housing Ordinance· May 21, 1993.) Site Plan: ~D /a D Zoning: \ / , ~ 1. 2. 1. 2. 3. 4. ~rovide a fully dimensioned site plan drawn to scaie. Show: North arrow, property lines, easements, existing and. proposed structures, stree.ts, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. . ' Provide legal description of propeny, and assessor's parcel number. Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown Lot coverage: Required Shown Height: Required Shown Parking: Spaces Required Shown Guest Spaces Required Shown ' a D D Additional Comments----------------------- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 1L Cy&~ PLNCK.FRM '-I i City. of Carlsbad. . . 94297 • Bureau of Prevention Fire Department Plan Review: Requirements Category: Al.l.tgFRawc.&f)~r a.;.,tJ,f\\ Pt~ Oate of Report: Thursday, March 16, 1995 Reviewed by: M.:t::i ¥- Contact Name Wes Warwick Address Po Box 1528 ----------------- City, State Poway CA 92074 Bldg. Dept. No. 94-1611. Planning No. Job Name Knorr's Beeswax/Rack Job Address _1_9_65_K_e_ll .... og...,.g ___________________________ _ Ste. or Bldg. No. ____ _ 181 Approved -The item you have submitted for review has been approved. The approval is · based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply wit~ 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# __ 94_2 ____ 9_7_~ File# ---- 2560 Orion Way •· Carlsbad, California 92008 • (619) 931-2121 f:·· .,, ·· City of Carlsbad . . Fire Department • 94297 Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, December 19, 1994 Contact Name Wes Warwick Address P o Box 1528 ----------------------- City, State Poway CA 92074 Bldg. Dept. No. 94-1 &11 Planning No. Job Name Knorr's Beeswax/Rack Job Address _1_9_65_K_e_llo_,gg......_ ____________ ____ Ste. or Bldg. No. ____ _ 0 . Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be -reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. r8I Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st'-----2nd._-,--_ 3rd. __ _ Other Agency ID CFD Job# _ __,;;....94~2=9~7 __ File# ______ ____ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 r City of Carlsbad 94297 Fire Department • Bureau of Prevention General Comments: Date of RepQrt: Monday, Decem.ber 19, 1994 Contact Name Wes Warwick Address Po Box 1528 City, State · Poway CA 92074 Bldg. Dept. No. 94-1611 Planning No. _____ _ r Job Name Knorr's Beeswax/Rack Job Address 1965 Kellogg --------'-------------Ste. or Bldg. No. ____ _ Technical report is required for Hi-rack storage. Typical changes required are in rack sprinklers and separation of racks by fire standards. 2560 Orion Way • Carlsbad, California 92008 • (619} 931-2121 r .• Requirements Category: Building Plan Check Deficiency Item: Pending 14 Provide Technical Report The building official may require a tech.nical opinion and report to identify and develop methods of protection from the hazards presented by the hazardous materials. The opinion and report shall be prepared by a qualified person, firm or corporation approved by the building official and shall be provided without charge to the enforcing agency. The opinion and report may include, but is not limited to, the preparation of a hazardous material management plan (HMMP); chemical analysis; recommendations for methods of i$01ation, separation, containment or protection of hazardous materials or processes. The technical report shall contain a listing of quantities and classification of all hazardous materials which will be stored, dispensed, handled, or used on the premises. Deficiency Item: ·pending 29 High Piled Combustible Storage Page2 Storage in closely packed piles s!lall. not exceed 15 feet in height, 12 feet ori pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high piled stock piling is to be done, submit a complete storage pl;m and description of the commodities to be stored. Show compliance with Article 81 of the Uniform Fire Code. 12/19/94 BY ........ (:;tl.E.Y.. ........ ~{f..!.i..C:!.. ........... . OATE ..... ./l-,_-22-_94 ............ ..~. SUBJECT ...................................................... .. RACK DESIGN & ENGINEERING CO. 3786 LA CRBSCBNTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL: (818) 951-2980 FAX: (818) 957-8603 SHEETNO ............... l. ....................... . JOB NO •... R.Q..r.:..1.2 .. 5..5.: ..... .. SEISM/C AN;Lit.YS/$ OF ;vEcoc#E/J "sra;e~t$G ;:?.,qc;~s AtvD· r,MtSZl. f\110/)()·LC.$ JA/c:' STORAGE ilATFott-1 Po~: Jc.;Ve>Jl /< BEE sw;::;~ /t'?CS-_K.,{;ZJ.-OC::C;' AVG' . ., c.4£/.SlJ/tlD / c.4, ?E£ t/8C STAN.OAROS C#~?TE/i? 27-11,,,. /7'7'/ EOIT./0/v l<.£F: CAL.C~, I T #~L/ I Tt-lr?v a, I ,l-(1tv 2,... I o.c., ,0/<,t:}W/N<$S: RD-J25S I tll~tf c:;:- /j (11-ZZ.C,4) 0·1-,s-'14) ( ( -~c, -, S"") ( f :?. -11 _ c, :s) 1-7 ( '3 -,J~ 1.s) sv .................. a ...... o, ....................... ._. DATE. ........ /../..m .... .2 .. Z .. :-:-.... 1./J. ............. . . RACK DESIGN & ENGINEERING CO. "t SHEET NO .............. 2 ........................... . 37i6LA CllSCBNTAAVE., SUITE 204 GLENDALE, CA. 9120I JOB NO •.... KP...-1.~5.!J: ........ .. SUBJECT ....................................................... . TBL: (111) 957-2910 FAX: (818) 957-8603 .. 1 ~ ~· . ' ~ ~ 'I.-., ~ ,...- C ~ ' I y_._ .._ "' .. ----··o.-l.--""~~ .. ~ -~ _., .. :.i.. ,I\ fyt°€ "',.<; ... /5oop-/t.EYEL. 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It. $£1$1'1 I(., ·/IP -~ .or~ I'- ~ ~ Jc .tJt::4 7,I : •. ~ i;• zoN.G" J., I.:: f t/8C TABJ..E 23-L c = ~. 7 5 MQ o1, ~w: 8 /..ONGIT, P.IR. (MOM. Cc:::>NM)- Rbl::: c; T~ANSV. PIR.. ( BleACeD) W = D.l-. + L. L, o,:;" IZl'IG/t:. ,, /t.. W = . I +-:<. 2 S' . =:.:. '). 3 S Jc BA.se sHc"'9.e P.E.IZ co~q"."N I-~NGITtlOANtl'J(,. Dlle5C:7ldN 8AS5 S//4'.RJt. ?e-~ .COt.UHN TllAN.sv~~sa 01//Gcr10N BASG .S#cA.e ,Pe.,€ !=M~c r /ZAN s VG" ,es E p I A E C'r/'tt:J/',i/ c"I'-h,:J a,:::: 1 20 >«,o 3 ::,20 12-'< 1.C:,Y.tOvx.t•o2 7, (I/Jc 1.1 t.= 25<;, .,( vo 1 :::: ,l(p+tl 17 .. x t1x.nl'x ,,di 8, 'f ,1 ~ .:;; I Ct, 0 )!,-. " " 3 .:=-I '-,..} ~ #' 1 (, 11.. )( "t'lx 1"'3<.,-1n. ,, ) )( ' 4 5° .Y '• 5 l \ + ( • 5 'F\I,{ &<.04 -< 8,? 11/C. 0 32 /<.. 7 '\>11. 1tJ, S ~/)c«. A 7 10 N ,~ 1~~1-"\ ~.IJI t.. >:J 1/4 . . ·-.··.J BY--... C, .. 0 ............................. . RACK DESIGN & BNOINBBRING CO. QATE. .. · •••• .//-... :Z.-:2. -74: ........... . 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J :;:;:;;-ll k-- .:.~ 112.-6 ·u ~ & . B'f ........... ~ •• t •• ~~ .......................................... . PATE. .... · •.• J!..::: .. ?:. .. t: . .:!. .. f ................ . SUBJECT ...................................................... .. -rs ~ X..l, X !<l ,as ----r ?.,~(:. .,.. I< SI 'CA. :; J 7)•? e t½ -+ --··-f~ f"'l"' 3 !::, =-~f?O ·>< t'i) ~ > t1 t--~~-~ RACK DESIGN ct ENGINEERING CO . J_ 3716 LA·CJlESCBNTA AVE., SUITE 204 GLENDALE, CA. 9120I TBL: (111) 957-2980 FAX: (818) 957-l603 r . u. I , . '1 II SHEET NO ............................................... .. f?b ,z-s, JOB NO .................................................. . ? 1, l-Wt..-l r:: -z_,~(p " 5 -:::: 7. 9 3 45·7l, A .::r 4, 2 7 r: -:; z. St & lt. 1tl~ PIA.,::;-~o M~-=-7-~~J( 1.7:--214 ,s-,· 3 {)\ i. -t - 'd 0 i. I 4 ll· ::::::. • oB ll ) x • ·o 8 ::r • 'L &, I ' (, J?_-,"L'tttO x1.?,8 i (/ s C MIµ_ 3 11 s-s.1' cA IJ71Q-N '*'". /Jt.lJ;f i ,o ,+(.,£.. C'fi.,.f hA... i3 V') Ci A,t:JO , BY ....... ~. ' ... 0 I ............................................ .. DATE. ....... /./ .-J .. Z,_ ... 'It ................... . SUBJECT ....................................................... . ~.J~'K DBSIGN & BNGINBBRING CO. ,. "' JZ 3716 LA CllBSCBNTA AVB .• SUITE 204 . · GLENDALE. CA. 9120I TEL: (111) 957-2980 FAX: (818) 957-8603 ,,u.. SHEET NO ................................................ . RD 1155 JOB NO .................................................. . u.. so, 1.. -3. · 1 " ~ --.--.,...-JO l 2. X / 2-. )(. 1/2,.. re. w I 4 -5i 8· ~ AN C,H 1 -'1 '.r c/\1 8 . ·i- 3cJ .,, 3 2--- I 't-3 P4 ;se t1·Bx. f, o'f PA_ s-t~ k . \ 6,v. · BY ................. -................................. -................ . lf-lZ.-°Jf DATE. ......................... -............ • .................... . SUBJECT ....................................................... . 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I ()F(,. DATE / '2-2 B.~ 91 ...... . 3786 U~ CllBSC)pffA AVE •• SUITE ~ GLENDALE, CA. 91208 S."'IEIST l\!O ................................................ . JC•B NO ...... ./3 JJ _./ 2 ? ? ...... .. SUBJECT ...................................................... . TEL: (Ill) 957-2980 FAX: (818) 957-8603 k N ()~ 1<. R, c.! $ WAX I I 'i <o 5 k £1-t,O 4ttt Ave, CAI'~~ 13A O,., li ________________ ....., ______ lllllil_ailil..~------------~ --:-'i ~ rr,t., Po N ~ ~ 11; ?l..,A,-tJ c...-,ec..11.. NO 14 -l~I) ~y is; S'C!t I I-CQR ,,. ! _ I 3 ) NIJrc s f+-IJI) ,st) ON PL.AN5 ( ,, CH~Uc.e:'I) O~lt;th'4L Ut-t.l$ p 1) I ti f'II · le... H" 14 -Ff?. o,_,, DRtG11\JAL. LALC$ p "' P::-I ·81 M :s-t-4•7 '7-~t; !'· ~ ot= ~L-C...-5 C.r; i, C.,-j.-1 (.f(.~1-'1'.) A-·-"'" .r-1-11/)l/>J rJ A-0 l$Q. l 0,J:/j ft!7~ '-\S"\l"'""'t.... IS I -CJV :, . JI-93 ti 0~ I 2. 4" I S /> /tf\J J". . ., ., --1'141&.~ltJ'\L,... V~EQ f:-t)/( 5To(?,¾C-R4-<kf 4.R~ MM.~ n,y 11 - c; - M A-Ill II ~A-t 1 v t<.c/1.. 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SU.BJECT ...................................................... .. . ll": ttr tr-· , µOK DESIGN & ENGINEERING CO. 378o LA CltBSCENTA AVE .• SUITE 204 GLENDALE. CA. 91208 ~L: (818) 957-2980 FAX: (818) 957-8603 SHEET NO ............. 'j ........................... . JOeNO ........ .Ro __ ti s5 .............. . <Afcl/1... HJ/l ea_ C ! . <Lf -I V/1 C. !70 "1-1 -°J F,._e -l 'I. I<'} e.4 Ct;, [ IJq -,33 (~)Jr 1-r , 0 1 ( '-'le)] K~ -J5 ;;r i·~<o 37.> C,.~ ; ( I • 3 ~ -," 1;) \( i 1 3 ~ ) .:Z ' 8 8 ct : , 'S" < ('., r; -~ ts x. :_!_is: ) ~ · I 81 i... Po., ::-( • I 8 7 ) )( , . '3 f4 x.. • & 6 ,<. I X / I!~ ; , 4-4 I Fq -,, t 7..1< l I C 1-l, 8-[ Z'l I -, 4 ( It, It) ] [ I + , o o 7 ( NI -t ) ] c.,:. l,11--1..1.xl·~C, ;.q~ l.i,.:t" l,ou -, o<.s, ,c:._flS-...::: l - 1.,. PG._::r•li1 ,t.J,5~ x • I Z 1 • ci 1.. -1( l i< I ,.· [ i.,, -' 1 "-l! ] [ I + 1 o& 7 )( _! l • I 81 . • I 81 p ~ JI,' \·4 \ 7 X Z.... 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SUBJECT .................................................. , ..•• RAcg DaS!G'.N &: ENGINEERING CO. -,__ ·L, t 3786 LA CUSCBNTA AVE., SUITB 204 GLBNi"-:ALE, CA. 9120I TBL: (811)957-2980 FAX: (818)957-8603 IJ.. p :s z.o w~ SHEET NO .............. ? ............................ . RO 125? JOBNO ................................................. .. µ. le.. 2-& -,..J,O -~ (.J I 0 - v~ ,ra1x. & : /11" 4 f'."1 ~-l-/x IOG Wk,. I I °I .::s- '1) t.~-S I l,, ,J PINNctJ -{,/'f(c!) use 1) E51 c;"' Co ,J,.f €'(.. 1,,AJ J w; N'o /4 ~AC /IVG, r:-v;t 2 I 3 t1. l<- 2. I 3 ~ / l le.. 1, 8 -k. I<----$' ,) \ I, 11 e,.4 -$ l'l ·S' ,, '2,.,-- I' ·v"'-'='8,e L, ~/4 4> l'!-o L.., 1' 1-\S,/J\ ,l\3u1 Dt:S I G IIC-0 p,;.t<, 'i-iJ 1' fJ J-iS I v 'i I&:,~ !( 2.-ff_. r>~s,~,Jro ''"'"ED BA~t£. 0,()\ . BY .................................................................... . L i.. ~ i 8 ---1.1 DATE. .......................................................... . SUBJECT.· .................................................... .. l A:c.,.'t,. 011-f ,P/4... CiJL. S MCK DESIGN & ENGINEERING CO. 3716 LA ClESCBNTA AVE., SUITB 204 GLBNDALB, CA. 91208 TEL: (Ill) 957-2980 FAX: (Ill) 957-8603 U>E 12.x.rz r.J f 10 -s -_. '1,.. /J; SHEET NO ................................................ . RI) ltS, JOB NO .................................................. . X. , I. t rt.. l:J ,, 8~ 1~4 .::-JJ57.. 1\ J \15''2. ;t· 3~ \ M .:t l ! ) -i-~ '2..0-D-0 !(. t :r 444' -it--\ \., 'L -44~ )( I 'L Q 1 Go ,, -r CJ .u () C.. . tE>O •S e.+.~ d.t (;/)$6' ft 1/.I lt--k fl C:J-f (! t ft, \( I<:, "/... '1 L 2woo ~ -78 1 I p" (t,,,,yfi.;(, ,._ t.~ a MfL ~ 76• I >t-Iv-'!C.. i; 'S" I~, '-t. S:---~ -i.. 4 R-~-1 r""i-s-'. S-6 c;(L -:r l (p"' .5 -= ,(p~ --?...-1 '1.rO (o ' bc(/t... rJ,TL 11 r • / S "2-17 ~ A-1 t 111,. f'I I) 6 L1'- ldPy -0 i-:: CA 1,rt..Q¼ €:NlLul._~ ' 6' I OHAtJ FJ'f ............................................ _ ....................... . ((p(''i) '5°(90 157ft, kACK DESIGN & ENGINEERING CO. ' I DATE. ..... J.-.... t> . .°.-r.'? ; ................. .. SHEET NO ................................................ .. 3716LA.CJlESCBNTA AVE., SUITE 204 GLENDALE, CA. 91208 Ro ,i.r;s JOBNO .................................................. . SUBJECT ............. _ ...... -........................ -....... _ TEL: (Ill) 957;.2910, FAX: (818) 957-8603 ~CLt.0&4 Ve I CAR LSl.5.4D / c~ 9 1-/(pf/ I<;"' --a) I 00CJ 1f..-/t..cV~L INJL1., /SLC .JJ.4f)vJN-ON PLANS. C, ) ," M t.4,-lw 8 >(_ ~ 'I."' 1,1..Jt.. !3M> :s: ::::; ~,j +I°' ,If>~ S* /J,7.. '3 (?. t v~1 .;;.: ~ · e, / :," I~~ t'- ~ f 1, $ ~ -:: i.. & . J " ~I<. •// i-, -v,I~ -4,&l'-:< IZ-~ -f '3v L\ -:.', · 4v 2 ,c. 3 x. • I s5 Po R I 1 Jot ST rJ I S T4!!Lf ' ' '7, ~ ,. THE BEil.·r./1 y ~ !.'4 r-1 1'<1 co L.. e-~~l;,J CJ 1 tt/4. M ($~AM r. ' 1(, 5<5'7JM I l w -;1' I ,:;·. C, )l r,r +--....-~+ I ?, J" I/,. I } 8 3 x 41) :r ,8 M '><. 1 .f::._ w <-4NN f.J ~ ~ISM'1c.. 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SUBJECT ........ --.. _ ............... -....... _ ................. . fL 1)-,,,/ CHC CA o{ 't-• • ,·:· -:;cr·Y:.:·· DESIGN "-ENGINEERING CO. , ... .t'-""-'::• fX, 3716 LA CIU!SCBNTA AVE., SUITE 204 GLBNDALB, CA. 9120I TBL: (Ill) 957-2980 PAX: (Ill) 957-8603 9~-l~fl L 1XJ)( 3ttr.> Ae.. -:s: • 7<; x... ,. v9 ::.·· t 8 i- t Cf .r 1" T'"C\ $, 81..-x. 4, ><. -t., .X.l,s)_;:r t, 'L - LoN41r' (;)/<., ' . 716 •4 /7:>o c.. 1 j VSe1J e k,..fct!" ~AA-! l°I\I" J?. (+µ Jv IS A..S c. le.. ,. . /~·4 ' (JMJ 'c) }t.-c?. )( , y f!l'\,S t-'\ ~ f 8 • ~ x. & ::r -, 1 ~ ~ \~ l~ ~ s,~s \1•8 .:::· , 5\ -1.,., . " 1' To 1' Dr lo,.s,J (I ... , ,, "J wx1S l',,L '1 0 '}L L cJP, I SHEET NO •.............. -.............................. .. JOB N(l ....RI) ... '· l:5 ~ ......... . }.<.. : 12..·(.d x~x'i·J~ -3~<rk...-- BY .......... ~S1 ... : .... '. .. 9..!1.1.?:':!. ........................ : DATE ......... 3 ... ::::.1=.~ .. :::: .. 71.:5.. ............. . 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DATE ....... , 3 ': '_'/,,, 1.,,.. _,. t'5 ............. . SUBJECT ...................................................... .. ' -••t ' -••, t IC • •• " '' l • • ' ' ' I I ' . ' ; ! .RAC~ OESlGN.&1E:t~U~ijRING CO. .J:. .... ~ •.•• I . . . , , "3786 L~ ~,E,8<;E~A: Ayii., SUITE ·204 : qµJ~~~. '7A. ~1~. ' . . . TE~:'.(8;1_~ 1 ).~~~~f!_l ~~: f818) 951~603 ' ' _i_ • • • : : I 1 , j • • , ' ; • I I ; Coi.. 5 f<1Pfo{(r,1f>IC., t • X C½Lc:-'J\M'. 5 f' ~: '3 / •2. >(_ ·11 I) le. l -I 3-z : 1 -I j[jfo l I -· i ... 'l I i . I ! \' I l:>·t -< \4'f 41· ~ ?,, l,. _..-~ 7.,.,. f ;.:..,> ; • I 1,;t -i t· Ol . i--' : ' SHEETN ............................................... .. . I "R . /--Z:.S-'!T ' JOB NO. ! ... · .... ; .. D ................................. . I .. I . ' -"' -• ~ -~ ~ r--. . : ' ! . ' I ' I ' • i -~· ("P : .I,.,-, A-1 D 7H,-C/l l:>;1.---) ! . . vsc '0,( l<o ~ ,/1-:rl:., " ~ccP 1 8 (.\lt.. 5 ) . I ' I • : r~' Y,<Ji.). I I . ~ •', ' i . ! 'ft,f,, 1\-·fv<.... · etJ t.1 J 1/~c 21 :'.)('._ ·2..c, K S-/6 I . ·f ' ! ' i . I ! l . ... ,--r· ' I ,., .i . ' j I ' -• 1'" «, ~- ,' • l f ' ' . . ... ' ~~ . ; . -I' ! : :-; I<--'..>'{.,:,.... p . ~ "hi 0 tt.R-~6:,~ Svr~ . -l ------. --------------+---~-,,,_ ___ . ------------. ----------------------------- : NODA:Z:. DATA I Global· Default Temperature= 0.00 '-----------------------·----------------------------------------------1 . I NODE Coordinates Boundary Restraints I Node : LABEL I x Y , X-dof Y-dof Z-dof l Temp l----------r---------(ft)----~----l~--{0,1,2,in,K-in,radians)--1 ---{F)--- : 1 l o o · I' 1 1 · o l 2 l 2 0 · Q".:-r '1 1 . 1 0 : 3 : 0 7 0 : 4 : 20 7 ·.o l 5 : 0 9 0 I 6 l 20 9. ·o I 7 l 2 9 0 I a : 18 9 o l . ":":)::0.:-'~"'BEAM:·:·.·.DATA:--··_; -... ;-,'., _ .. ,_..._ ::·· ,.. . . i-------~e-~;--------p;~~~;t:;~:-i·?-:=:·~ · ::-;~~---~~1~~-ase·s __ : -_·._ .l · _-·:·· .. Be.am tf\. l Definition Label-I I-end · ·r ._. .. J-end l 'BEAM {<Leng.th 1 1 • • I I-node J-node -or-Tag I ' X y z : I . X y: ·z I LABEL .. r ., '(ft r .. :· . -----------------.------------. -----·-,. ---. -'. ------------------------. -- 1 3 . :c I I 1 1. ooo·· I I ·' 2 4 'c 1-I 2 7. 000: .. I I 3 5, C I I 3· ·2.000: I I 4 6 C I I 4 2.000 I I 5 7 b I I 5 2 .-000 ' I I 7 8 b I I 6 16. oo'o '· I I 8 6 b :I I 7 2.000 I I 3 7 k-1· I 1 I 8 2. 828.: -.. I I 2. a2a··· ' . ' ·' 4 8 k .,··,,1 ·, 1 I ' . 9 ., -:; I I BEAM PROPERTIES -----------------------.------------------------------------------------I Y-Y f AISC/Otherl Area Propertyl SECTION I Ine-rtia Elastic Weight Coef. of l Fy I-xx. Modulus Density Therm Exl (inn4) (Ksi) (K/ftn3) (/100F)l : Axis · · Tag /PROP. LABEL/ (ihn2) l ·Flag ------------------------------· ,_ ------.-------------------------------- le lb lk Default C b k 8.08 12.5 1.1 41. 6. 315- 0.96 29000 0.49 ,36 1 l----~-----------------------------------------------~-----------------: NODAL· LOAD DATA l-------------------------------·------------------------------------: NODE : Nodal Loads (K,K-£t) l · Load Case Factors l LABEL l Global X Global Y ·Moment l 1 2 3 . --4-· .. 5 :----------------------------· ~--. ___ .. ___ . _____ .· __ . ___ . ---·.-_________ . : 5 5 l · 1 I I· I I ",:· ·- ' C,:'T·A Ls /3 A--1.} c..4-. ,f I •. .. ,------------------------------. ' 1 ,BEAM POINT LOAD DATA I . 1-----------------------------------------------------------------: BEAM : Magnitude Location I Dir I Load Case Factors -1 LABEL I (K,K-ft,Deg) (ft) IF'lag I 1 2 3 4 5 1-----------------------------------------·----------------------------- : 6 I 10. 4 6 I y I 1 I. 6 l s. s 14 I y I 1 :-----------------------------------:,~; ----.--------------------------- 1 BEAM DISTRIBUTED LOAD DATA . :----------------------------.-i,--------------------------------------: ;BEAM. I SMag . EMag SLoq ELoc I Dir I Load. Case Factors . l LABEL l ( K/Ft, Deg F) (ft) (ft) I I 1 2 3 4 · s :-------------------·----------.----.---. ---------------------------------: s l o. 78 o o o f Y I 1 I 6 l o. 78 o o o I Y I 1 I 7 ·: 0. 78 0 0 0 l Y I 1 :---------------------------------------------------------------------l LOAD COMBI~ATION DATA t----------------·-----------------------------------------------------1 Combination lRunl Stress I Load Case Multipliers I Factors Y-Load I Description I ? IIncreasel 1 2 3 4 5 I Xgrav Ygrav Flag 1------------------------------------------------------------------------: 1:D.L.+L.L. I 1 I 1 I I. 2: · I I l I 3: I . I l l 4: l I I I 5: I : I I 6: l I I : 7:-: : I : a: I I : 9: : : : 10: I l : 11: I I 112: : I I 13: I I 1-------------------------------,• --, .----.. --.------------------------ I'--------------------------------------------------------------------' I 1 ;N:ODAL DISPLACEMEN.TS AND. SPRING/SUPPORT REACTIONS ------------------------------------------------------------------------NODE LABEL I Load I I Comb. : Displacements (tn, rad) l X Y Rotation l Reactions X y (k,k-ft) Rotation ------------------------------· ------.----------------------------------1 1 0.000 0.000 -,0.0145 -5.09 -1'7.39 0.00 2 1 -0.000 0.000 -0.0065 0.09 -14.11 0.00 3 1 0.804 0.006 0.00036 0.00 0.00 0.00 4 .1 0.556 0.005 -0.0068 0.00 0.00 0.00 5 1 0.722 0.006 0.005.17 0.00 0.00 0.00 6 7 8 1 1-· 1 0.721 ~ Oti_]~1 0.721 0.006 -0.0069 0.133 0.00543 0.170 -0.0065 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 :------------------------------------------.--------------------------- 1 BEAM END FORCES 1---------------------------------------------------------------------- : EEAM I Load : . . . . . . . I Node End ........ l . . . . . . . J Node End ....... . ' LABEL :comb.: Axial Shear Moment I Axial Shear Moment --------------------(K)-----fK)----(K-ft)---1 ---(K)----~-(K)----(K-ftJ-~. 1 l 1 I -17.390 5.094 -0.000· 17.390 ~5.094 35.657~ 2 I 1 : -14.110 -0.094 0.000 ·14.110 0.094 -0.657 :· 3 : 1 I 3.219 -15.516 -35.657 -3.219 15.516 4.626. 4 l 1 I -14.027 -0.011 0.657 14.027 OL011 -0.678 5 I 1 l 20.516 3.219 -4.626 -20.516 -4.779 12.625 6 I 1 l -0.094 -15.830 -12.625 o.094 -12.550 -25.815 7 l 1 : •0.011 12.467 25.815 0.011 -14.027 0.678 8 l 1 l -29.146 -0.000 0.000 29.146 0.000 0.000 9 l 1 l -0.118 0.000 0.000 0.118 -0.000 0.000 I(.... I 20 \'2-- .. ~,_, __ ....... -----~ .... ..... --·-·----·--.... ,,,.,, -1~ ..--... ~ ............ ...,,.._..,...,,... ., .. , c r;) L f iJ f fo 1? n"" C.. y ~€A ·M e 13 a 1'5 t= FLov~ L0..4t.> -, __ p;:;-17•"2.-1~ ~ 110 -110 CM.Noll!, -I-' '3,.:_¼ f""' 1 ~ l4•(pk. RACK DESIGN AND ENGINEERING 'J.'.L L.I.~ ; Scope : PC 3786 LA CRESCENTA AVE, J#aQ4_., GLENDALE, CA. 91208 Number: 'RO 11. S 5" Misc Dsngr : Date:27-Mar-95 ------------------------------------------------------------------------ GENERAL FOOTING ANALYSIS & DESIGN Page ------------------------------------------------------------------------ DESCRIPTION >> KNORR BEESWAX >> CARLSBAD, CA. -----------------------------DESIGN DATA----------------------------- ALLOW. SOIL PRESSURE = 2,000 psf OVERBURDEN DL WT= psf SHORT TERM INCREASE = 1.33 COMBINE LL & ST? N y/n BASE PEDESTAL HEIGHT = in CONCRETE WT. = 145 pcf SEISMIC ZONE (0=wind} = BIAXIAL ANALYSIS? N y/n -----------AXIAL LOADS----------------------DIMENSIONS---------- DEAD LOAD = 1.3 ~ips WIDTH ALONG X-x = 1.5 ft LIVE LOAD = 16 kips LENGTH ALONG Y-Y = 6.5 ft SHORT TERM = kips THICKNESS = 18 in 1 X1 LOAD ECC. FROM CL = in COLUMN X-X DIM.~,= 6 in 1 Y1 LOAD ECC. FROM CL = in II Y-Y DIM. = 6 in' , ______ Y-Y AXIS ROTATION FORCES---------X-X AXIS ROTATION FORCES -- .... Pressures@ Left/Right .... Pressures@ Top/Bot MOMENT: · DL = ft-k MOMENT: DL = ft-k LL= ft-k LL= ft-k Short Term= ft-k Short Term= ft-k · SHEAR: DL = k, SHEAR: DL = k LL = , k LL = k Short Term= k Short Term= k ------------------------------$UMMARY -------------------·---------1 ......... Soil Pressure . ........ . ..... Moments & Shears ...... l D+L D+L+ST Max. Allow. I Max Pressure = 1,992 351 psf Mu/Phi = 14.9 k-ftl Allow. 11 = 2,000 2,660 psf V\l:1 Way= 31.2 76.0 psi I 1 X1 Ecc. 1 Y1 Ecc. = = in Vu:2 Way= 18.1 152.1 psi l in OTM Ratio= 999.00 1.50 I I I Service Load Pressures...... Left Right Top Bottom I DL + LL : 1,992 1,992 1,992 1,992 psf l DL +ST+ LL (if LL & ST= Ye~}: 351 351 351 351 psf I Factored Load Pressures...... Left Right Top Bottom l ACI Eq 9-1 3,281 3,281 3,281 3,281 psf I Eq 9-2 368 368 368 368 psf l Eq 9-3 : 316 316 316 316 psf I -------------------------------------------------------------------: -----FOOTING DESIGN DATA------------------------------------------- f'c = 2,000 psi 'm'= Fy /(.85f'c) = 35.29 Fy = 60,000 psi Vn : 1 ., .. 2 ( f ' c ) " . 5 = 89.4 psi REBAR CL TO sort = 3.5 in Vn:2 ... 4(f'c)",5 = 178.9 MINIMUM STEEL % = 0.003,.4 ---FACTORED SHEARS --------9-1 --9-2 9-3 ---------Vn * Phi TWO-,-WAY 18.1 0.8 0.7 psi 152.1 psi ONE-WAY.: Vu @ I;,eft = 1.2 0.9 0.8 psi 76.0 psi Vu @ Right = 1.2 0.9 0.8 psi 76.0 psi Vu @ Top = 31.2 1.5 1.3 psi 76.0 psi Vu @ Bottom= 31. 2 1.5 1,. 3 psi 76.0 psi ---MOMENTS ------9-1 ---9-2 ---9---3 -------------Ru---As Reqd ---- Mu/Phi @ Left = 0.41 0.02 0.02 k-ft 2.0 0.24 in"'2 II @ Right 0.41 0.02 0.02 k-ft 2.0 0.24 /ft II @ Top = 14.88 0.70 0.60 k-ft 70.8 0.28 II @ Bottom= 14.88 0.70 0.60 k-ft 70.8 0.28 ,---I GLENDALE, CA. 91208 Misc Dsngr .,, Date:27-Mar-95 ----------------------~~.,..~--------------------------------------------- SQUARE FOOTING DESIGN Page ------------------------------------------------------------------------ DESCRIPTION >> KNORR BEESWAX >> CARLSBAD, CA. ----LOADING DATA DEAD LOAD k LIVE II k SHORT TERM II k SEISMIC ZONE (0=wind} OVERBURDEN WT psf COMBINE LL+ST? y/n ----FOOTING DATA LENGTH & WIDTH THICKNESS ft in # OF BARS BAR SIZE COLUMN SIZE f'c Fy BAR COVER CONCRETE WT. # in psi psi in pcf -----SOIL DATA------ BASIC ALLOW. SP SHORT TERM MULT. DEPTH BELOW SOIL INCREASES ..... . psf ft PER FT DEPTH psf WHEN BELOW .... ft PER FT WIDTH psf WHEN WIDER .... ft --CALCULATED FORCES - Max. Static SP psf Allow Static psf Max. Short SP psf Allow Short Term psf One Way: Allow psi Vu/phi psi Two Way: Allow psi Vu/phi psi Mn k-ft/ft Mu/phi: Actual 11 ----REINFORCING----- Actual Bar Depth in MIN ALLOW. % STEEL 200 I Fy % Req'd Per Analysis USE ....... % In-2 Req'd per Foot Total Req'd in-2 ---REBAR CHOICES---- Quantity of: #4 #5 #6 #7 #8 #9 #10 --------:-------:-------:--------:-------:------- 1. 3 16 y 3.5 12 6 2,000 60,000 3 145 2,000 1.33 y 3,000 60,000 3 145 1.33 y 3,000 60,000 3 145 1.33 y 3,000 60,000 3 145 1.33 y 3,000 60,000 3 145 1. 33 y 3,000 60,000 3 145 1. 33 -------:-------:-------:--------:-------:-------: 1,557 2,000 1,557 2,660 89.44 21.01 178.89 59.89 3.21 --------:-------:-------:--------:-------:------- 9.00 9.00 9.00 9.00 9.00 9.00 0.0014 0.0014 0.0014 0.0014 0.0014 0.0014 0.0033 0.0007 0.0014 0.151 0.529 --------:-------l-------:--------:-------:------- 4 3 2 2 2 2 1 ------------------------------:-------:-------:--------:-------:--------------------------------DEFAULT ACI LOAD FACTORS--------------------- V Geot~chnical • Geologic • Environmental 5741PalmerWay • Carlsbad,California92008 • (619)438-3155 • FAX(619)931-0915 March 7, 1995 W.O. 1718X.SC MR. STEVE C. KNORR c/o Prodcon, Inc .. P'.O. Box 1528 Poway, GA 92074 Attention: Subject: Mr. Wes Warwick Bearing Value for Tenant Improvements Lot 47 of Carlsbad Airport Center Carlsbad; California References: (1) Site Specific Geotechnical Evaluation, Carlsbad Airport Center, Unit II, Lot 47, Carlsbad, California", by GeoSoils, Inc., dated January 13, 1994. Gentlemen: (2) "Interim Soils Report, Carlsbad Airport Center, Lot 47, Carlsbad, California", by GeoSoils, Inc., dated July 12, 1994. In accordance with your request, GeoSoils, Inc. has prepared this letter regarding the design bearing value for tenant improvements at the subject property. It is our understanding, from conversations with Mr. Wes Warwick, that a second floor mezzanine, supported in part, by spread footings, is proposed .for the existing strLJcture on Lot 47. The following discussion regarding bearing value and lateral pressure has been reproduced from our reference (1) report, dated January 13, 1994. "Bearing Value: An allowable bearing value of 2000 pounds per square foot shoulq be used for design of continuou$ footings 12 inches wide and 12 inches deep and for design of isolated pad footings 24 inch~s square and 12 inches deep. This value may be increased by 250 pounds per square foot for each additional 12 inches in depth and by 150 pounds per square foot for each additional 12 inches in width to a maximum value of 2500 pounds per square foot. The above values may be increased by one-third when considering short duration seismic or wind loads. MR. STEVE C. KNORR W.O. 171 SX-SC Late.ral Pressure: MARCH 7, 1995 PAGE2 1. Passive earth pressure may be computed as an equivalent fluid having a density of 300 pounds per cubic foot per foot of depth, to a maximum earth pressure of 2500 pounds per square foot. 2. An allowable coefficient of friction between soil and concrete of 0.4 may be used with the dead load forces. 3. When combining passive pressure and frictional resistance, the passive pressure component should be reduced py one-third. 4. All footings should maintain a minimum 7 foot horizontal set back from the base of the footing to any descending slope. f=ootings for structures adjacent to retaining walls should be deepened so as to extend below a 1 :1 projection upward from the bottom inside edge of the wall stem." · Additional direct shear testing was performed ·on a sample of artificial fill soil obtained form the adjacent Lot. 46 in preparation of a preliminary soils report for that lot. This material is considered similar to fills placed within Lot 47 b~sed on the following: the spatial relationship between Lot 46 and Lot 47, visual observation of site soils on both lots during grading, and similar maximum dry densities and optimum moisture contents. Shear strength testing was performed in general accordance with ASTM Test Method D3080 on the fill soil sample which was remolded to 90% relative compaction at optimum moisture content (i.e., 115.5 pcf at 15,5%). Testing produced an internal friction angle of 24 degrees and cohesion equal to 400 psf. Based on this additional testing, the similar nature of soils within Lot 46 and Lot 47, and previous testing performed on formational soils within Lot 47, the previously determined bearing value of 2000 psf is considered, valid and may be used in design of the proposed improvements. The opportunity to be of continued service is appreciated. Should you have any further questions regarding this project, please do not hesitate to contact the undersigned. Respe.ctfully Submitted, GeoSoils, Inc. /<(~ Robert G. Crisman, CEG 1934 Project Geologist RGC/ATG/dd Enclosure: Direct Shear Test Results GeoSoils, Ine. u. en ::.:: I J: l-e, z w a: 3.0,-------,------.-----.------,-------:-------, 2.5;i-------t--------+---,----+-------+------1--------1 LOT 46 REMO OED SHEAR 2.0t-------+-------+-----+-------1--------,1--------l l-1.5 t--------1--------+--------t-------+-----,;:,,,'~-------I en C, z a: < w J: en o _____ _.__ ____ ~ _____ ........_ ____ _,___ _____ .__ ___ ___, 0 0.5 1.0 1.5 2.0 2.5 3.0 NORMAL PRESSURE-KSF EXPLANATION 0 RESHEAR -AT SATURATED MOISTURE CONTENT e PEAK -AT SATURATED MOISTURE CONTENT DIRECT SHEAR REMOLDED TO 90CJ& RELATIVE D!:NSIT'f; THEN SATURATED UNDISTURBED NATURAL SHEAR SATURATED PCF % MOISTURE '6 SATURATED MOISTURE CONTENT 23.3 %. SATURATED MOISTURE CONTENT SHEAR TEST DIAGRAM REMOLDED SHEAR, EXISTING FILL DATE 9/94 W.O. NO 1747-SD Soil Mechanics • Geology • Foundation Engineering FORM 87/8-2A PLATE SH-1 3.01.-------,---------,....-------,------.------,------ 2.s,i--------+---------+-----+---------,1-------1---------1 LOT 47-U DISTURBED S EAR 2.0 I&. "' !le: I :c I-C, z w a: I-1.5 "' (!J, z a: < w :c "' 1.0 ~ V '7'v 0.5 /1,r:,o 00.__ ______ ,.___ ______ ...__ ___ ~,.___ ____ '--____ .,__ ___ __,1 0.5 1.0 1.5 2.0 2.5 3.0 NORMALPRESSURE-KSF EXPLANATION 0 RESHEAR -AT SATURATED MOISTURE CONTENT e PEAK -AT SATURATED MOISTURE CON,TENT DIRECT SHEAR REMOLDED TO 90" RELATIVE DENSITY; THEN SATURATED PCF " MOISTURE " SATURATED MOISTURE CONTENT UNDISTURBED NATURAL SHEAR SATURATED /4.o o/~ ".SATURATED MOISTURE CONTENT SHEAR TEST DIAGRAM H-4-ml'YJo,-.i cousr, ,f' /,e,/l/11 DATE /-r,-r:: :J W.O. NO Soil Mechanics • Geology • Foundation Engineering FORM 87/8-2A 09/21/95 15:04 Page 1 of 1 Job Address: 1965 Permit Type: PLAN Parcel No: Valuation: B U I L D I N G KELLOGG AV CHECK REVISION 0 P E R M I T Suite: Lot#: PCR No: PCR95048 Project No: A9402385 Development No: 3796 09/21/95 0001 01 C-PRMT Constr~ction Type: 02 Occupancy Group: Reference#: CB941611 Status: NEW ISSUED 09/21/95 09/21/95 MDP Description: REVISE DETAIL RON SHEET S-2 Applied: Apr/Issue: Entered By: 619 679-8714 Fl NAL APPROVAL INSP. ___ DATE ___ , CLEARANCE _____ 1 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 DATE: 9/11/95 JURISDICTION: Carlsbad ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 PLAN CHECK NO.: 94-1611 Revision PROJECT ADDRESS: 1965 Kellogg Street PROJECT NAME: Racks and Storage Platform SET:I 0 APPLIC~JF ~[L TION :::> 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 substa11tially 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. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Wes Warwick PO Box 1528, Poway, CA 92074 • 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: Wes Warwick Date contacted: (by: ) Telephone#: 679-8714 • REMARKS: The revision only includes detail R on drawing S-2. By: Pete Fischer Esgil Corporation D GA DCM D PC 8/31/95 Enclosures: trnsmtl.dot .. , ~jlrlsbad 94-1611 Revision 9/11/95 GENERAL PLAN CORRECTION LIST JURISDICllON: Carlsbad PROJl::CT ADDRESS: 1965 Kellogg Street PATE PLAN RECEIVED BY ESGTL CORPORATION: 8/31/95 REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ): PLAN CHECK NO.: 94-1611 Revision DATE REVIEW COMPLETED: 9/11/95 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 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. 303 (c), 1991 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 or the jurisdiction's building department. 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 th~ plans. Have changes been made not resulting from this list? D Yes D No 4. Indicate the plate sizes, and total weld lengths in the revised detail R/S-2. Provide a beam web stiffener at all beams at the diagonal braces. 5. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Pete Fischer at Esgil Corporation. Thank you. " . .,. qarlsbad 94-1611 ·Revision 9/11/95 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Pete Fischer BUILDING ADDRESS: 1965 Kellogg Street Plan Revision BUILDING PORTION BUILDING AREA (sq. ft.) REVISION 1 HOUR Air Conditioning Fire Sprinklers TOTAL VALUE UBC Building Permit Fee: UBC Plan Check Fee: Comments: PLAN CHECK NO.: 94-1611 Revision DATE: 9/11/95 BUILDING OCCUPANCY: No Change VALUATION MULTIPLIER 108.94 - Esgil Fee: VALUE 108.94 108.94 $ $ 108.94 $ 87.15 ($) Sheet 1 of 1 valuefee.dot .,.> l\ 11,'.,n,mMf.a,1..ua.tl..lJ..':t.L..1..."I.~.,.,,.. 'IATE.u,nmNn~I,,:;..,.l.,!..: .. 9..."a.,u,Nn.,,. 9'0 N NOiiVOINn:rm:oo E: i: Si (NOW) 56 , 9 i .d:E!S . ' RACK. DBSION & BHOINBBRINO CO. :mtLACUICBM'rAAVB.,S1JITI 204 . OLIM)M.81 CA. t1IOI TBL: (lli) t.57.... fAX: (111) ,,,..uo, ' ;?<P5 .Wf.J."'-:Out-Av£ , Cf-lRt.Sl&.1'-D, ... n . . I 1 f I PF-I IHE£T NO. ,-...-uuu,uHm•••mnnn,mnm,~· .10• NO ..... ~!.Q-J..1_~ ~ ..... -'" cA, ····-···---.. ,., -··. .. , .. ·-~----------- S1'1 f-(--N~/L I 0 We.. '1 AE'1 I) • A1 "lo 8.E"t4"4 S TY?. 1 $ II) E-~ ( /3uillf i·i'I~ ~) z:;0 :39'ii'd I9N:3 CTN'ii' N9IS:3CT ~8'ii'~ z Y, ,d h. ,di (o ,, l,..OI\J4, p~. ,o Cot..• E098LS6818 NE,,,,/ "''~1 ·~~ ¼. '1.AfE:4 t, 14 ] ,, DATE: 9/18/95 JURISDICTION: Carlsbad ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 PLAN CHECK NO.: 94-1611 Revision PROJECT ADDRESS: 1965 Kellogg Street PROJECT NAME: Racks and Storage Platform SET: II CJ FILE • 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 Tl:le 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: Wes Warwick ' PO Box ~528, Poway, CA 92074 • 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: Wes Warwick Date contacted: (by: ) Telephone#: 679-8714 • REMARKS: The revision only includes revised connections in detail R on drawing S-2. By: Pete Fischer Esgil Corporation D GA DCM D PC 9/12 & 9/18 Enclosures: trnsmtl.dot Cit of Carlsbad ,__----,-___, _ __,_ __ Building Department FAX TRANSMITTAL DATE! _f_._/_{_· ..... f_.S_-__ _ __ NUMBER OF PAGES BEING TRANSMITTED: · 1 TIME SENT: ~ : · / / /d PY/ TO: K fl-/l,tJ - COMPANY: /!tJ O llll 5 Bf y > w A->< PHONE#: FAX#: SPECIAL INSfRUCTIONS: , / . ~ A-fl 1.. ,-J i,.,.t-:_ . ~-· --~~~;.· (INCLUDING FAX TRANSMITTAL) J t <P/\J FROM: DEPT: PHONE#: (619) 438-1161 ext. FAX#: (619 438-0894 7 LAS, (/74_(;,c' 2075 Las Palmas Drive • Carlsbad, California 92009 • (619) 438-1161