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2081 FARADAY AVE; ; CB973212; Permit
02i12/98 07:53 Page 1 of 1 B U I L D I N G P E R M I T Permi~ No: CB973212 Project No: A9704134 Development No: Job Address: 2081 FARADAY AV Suite: Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 212-120-26-00 Lot#: C . .3£BS 02/1.2/98 q,Q01 01. Valuation: 310,674 ous'eruc..,ion G-100: Occupancy Group: Reference#: CB962032 Status: Description: 11,949 SF TENANT IMPROVEMENT Applied: : 7,771 SF OFFICE AND 4,478 SF MANUF. Apr/Issue: *** Fees: Adjustments: Total Fees: Entered By: 714 660-9128 02 VN 21..8~00 ISSUED 10/27/97 01/05/98 MP *** I FINAL APrl:"~'/AL ! IN~ . , :. f/£1/rt. CLEARAt~L, ______ _ IC. het I CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 I I I 1 I I 1 <, • 0>11/05/98 09:01 Page 1 of 1 B U I L D I N G P E R M I T Permit No: CB973212 Project No: A9704134 Development No: Job Address: 2081 FARADAY AV Suite: Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 212-120-26-00 Lot#: Valuation: 310,674 Construction Type: Occupancy Group: Reference#: CB962032 Status: Description: 11 1 949 SF TENANT IMPROVEMENT 2672 01/05MPe"JbS:9)i : 7,771 SF OFFICE AND 4,478 SF MANUF. Apr/I@-lf'fMt: Appl/Ownr: *** Fees PULLEY, WENDY 18002 COWAN IRVINE, CA. 92614 Required *** ***· ·'"' Entered By: 714 660-9128 Fees Collected & Credits VN ISSUED 1~f27 /97 O 1 f11£~e1u%§ MP *** ------------------------------~----------------...,.,.,., -~----------------------------- Fees: Adjustments: Total Fees: Fee description 12,564 .. oo· , . 00. \ '~ 12,5-$4,0·6·,·, . ·, ./::Total C~e'dits: .. · 'Totcr-'i ·.,P,~ymerr~s : Ba) .. ~nc~' Due,: . ~nifs: -',, fe~/~ni t .00 896.00 11,668.00 Ext fee Data , " '' /" .,,.. ' .--, '·,' , -_: "-,, '\ -~'. ' '"\ ', \ / _, --" --------------- Building Permit · 1 • ._: ,-, ' · 1378. 00 Plan Check · · ·· · 896. 00 Stronq Motion Fee "-_ .. · ,.::: · # ·,.,-,;;..-;_ / 65. 00 .. '" -,, Enter "Y" to Autocalc License Ta,x > / · _,,_... :]. 5654. 00 Y Enter Traffic Impact·Pee : 1 \/·~.>.,;:._,. },662...'...90::.:J 3662.00 * BUILDING TOTAL · · · ., /, • 1 : :--:: ,, · · 11655. 00 Enter "Y" for Plumbinq Iss-o.e·'FMe_ > ,·1", { .·;)}1 · 20.00 Y Each Plumbing Fixture· or T_rap · ~;<-:J./ /.: ,i t. ·Ja./ .' 7. 00 301. 00 Each Install/Repair Water '.Line' . ·,..:> "~ : ,.-/ 1 ,1 7. q·o 7. 00 ' , ',' 't .,_ - Each Water Heater and/or V~nt.~ · ::,ii!J~,;~:=: ... TsD /2 . 7.,00 14.00 Gas Piping System > ;:;;z -,,-2, \ ·. / . 7. 00 14. 00 * PLUMBING 'l,OTAL -_, __ · \· \: 356. 00 Enter "Y" for Electric· Issit~ .Fee · > < , \ .-:-\'<\.' ·· 10. oo Y Remodel/Alter Per AMP :·"' i. : )• ,· ''' '.,~~liu({ , , . 25 400. 00 * ELECTRICAL TOTAL 410.00 Enter 'Y ·' for .Mechanical Issue Install Furn/Ducts/Heat Pumps Each Exhaust Fan * MECHANICAL TOTAL F-ee:> .. > > CITY OF CARLSBAD 12 3 9.00 6.50 ~ ' . \IL.:--- 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 15.00 Y 108.00 19.50 143.00 -- VOo\f~ PERM!T APPLICATION ' CITY OF 'CARLSBAD BUILDING DEPARTMENT 2075 Las Pal mas Dr., Carlsbad CA 92009 (760) 438-1161 units 896-00 --# of Bedrooms # of Bathrooms Name -Address ·City State/Zip · Telephone·# f4~'l:'!t~'ffiff~~riai'ilff'*W~tl~J.it'fft\il,~'f'l';;~,@111"'.1:fi.:~0:;;i:~~~~·~1'f',·~"£1,,;/:f,'5~tJ:'~~-;t;~~,;')'.;;fJl'.t?,~,:,~~;,:.:5r.:!:';\},'..i;t1l71il1t"1i"lt'1':;,~i~:,:;;f:·:!lp,'f:i~Yk.·;~:r;~·:1.~to/~\::'.7J,:·/:t1.?-. /ti)[]:;'"···· _r,,:!:;!!11."!'!;f.•~---~'-~-~a-·-· 'i;;.;:.,,_, 'e--·'r;w-"'•·· --··---~,--.·. ·-·· ... ,.&_.... .. . ~~---·"'.'~ "'. Lif~ •M ·-·,"' x.·~ o. D .-· •...• Name Address City · · State/Zip Telephone# ~ ~:~~iffi~~~~fflW~~J.~-L~~~~;;~t:rii~~~~~~~~;·~:~:D~ (Sec. '7oa1 :·5 Business and Professions Code: .Any City or County which requires a p_ermlt to_cons.truct, alter, imprOV/l, ·demolish or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to th11 provisions of the Contractor's License Law .[Chapter 9, commending with. Section 7000 of Division 3 of. the Business and .. f'rofessions Code] or tliat he is exempt therefrom,. and the basis for the alleged exemption. Any violation of Se~on 7031.5 by any applicant for a per(llit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). GooD r-koA&r:x · 1090 v1oJ?Uc:b9 ul~ (/4>7ZJ 'f:2C?,j3 ?C:,o S1$>~?6/Y Name Address · City State/Zip· f Ttlephone # State License# 3?/SX/ · · License Class ,J--/ · Clty·Buslness License# µ--\ "i; '( · Designer Name Address City State/Zip, Telephone ·~State License # ~ ;:;;;;;:;;;::::===~;;;:;:-;;:::,,_::Ji.:;:'~:-:'' ~·~cl~:tt~.-li~1~~~~~~~~~~7J;tlB~~~~~{:;:;I~~::~>t~U~$ Workers' .Compensation Declaration: l hereby, affirm under penalty of perjury one of the following ~eclarations: 0 I have and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. 0 -I have--and will maintain workers' compensation, as relluired by· Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: · Insurance Company .,z--t1:IS-Co ' . eE we 41 ierz: Polley No. wJLJ ~26 ?5 Expiration Date / <1 -; -~ (THIS SECTION NEED NOT BE COMPLETED IF THE·PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) 0 ,CERTIFICATE OF EXEMPTION: I certify th}1t In the performanc:e of the work for which-this permit is issy11d, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California, ' ' WARNING: Failure to secure workers' compensation coverage ls·unlawful, and shall subjact·an employer to criminal penalties and civil fines UP. to one hundred thousand dollars ($100,_00 In ddltio to the ost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. -~1_GNAi€ia~ c~irA!fl I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of th~ 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 emplpyees, 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 tl]at he did not build or improve ·fo~ the purpose of-sale). 0 I, as owner of the i:iroperty, am excl~sively contracting with licensed contractors to construct the project (Sec. 7044, Business· and Professions Code: The Contractor's License tavi' 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). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed pr.operty improvement. 0 YES ONO 2. I (have / have not) signed an application for a"buildfng permit for the proposed ·work. 3. I-have contracted _with the following person (firm) to provide the proposed construction, (Include.name/ address/ phone number/ contractors license nurriber): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone . number/ contractors license number): ___________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of·work): · PROF!ERT-V. .OWNER SIGNATURE_____________________ DATE ________ _ ltf.iMa~eyl?'~"f~f/:'lil¥tp1"'M1;1olij"~l,!;>i/1ii:i1·,'ti';~>rl:!i>rlltf,i(jii~i~1lWl1~sffo"m~~11/>ti\7F,'.{W.7'i'i,~.j&.-t,W'f,.C,@..:i,]'.;it.1,,IJl\l\.r,;'i,,,~!~;':;,c:i;lt{/~~-';l'. r,;,,;J'.-11.\l~r,;;,1:~t?!0r-:-h1~-;:-;,;;;;'f;'_f'i~1'W1'~#'fr2 FJ; 1 -..,,,MIJ!!& ,J;IH?.'.A.ffl!li;1A~~< w,~,._t;'.!'t..,;~~.<,.:,,,,,_ 1 ~s,,", ~1,....lrlt,.t(!f{:.:1-l~J,i,!!!J~t... '"'""'"'fJil"~~-,t·J •. ttt'ri·1t .... ~%.~~~J~b~i?J~l>>i.tl.1.~~~%!~N.::-lA$:t~V'Q;,~~M.'i'.b<!'.¾3:4:-\2~J::~!'t~~'¼>-~t'.i~ -·~'-iJ,4-l< ~~i'r'~ ~(-~i j~_,~;,1, .. 1;,,,:;,;j 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-'l"ani;,er Hazardous Substance Account Act? E] YES ·£'.) NO Is the applicant or future bulldln_g occupant' requlred·to (!bta'in' a pern\ittrofu the,,a1r pollution· control district ·or air quality management district? 0 YES .!XI' NO Is the facility to be constructed within 1-,~00 feet of the outer,boundary of a: school site? 0 YES ~ NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICA"fE OF OCCUPANCY MAY NOT Bl: ISSUED UNLESS THE AiiPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. llY;:~:,.~S:ifflr,AA'/liifflhT,M;11j.:i(i~~"i!~&""71''E;'i:ii:l:if!~'tfs'?,,.;l'll'/11Ji::,'\1;~,;1'1:&~,~~"ic.~·~~~;~1.Jl(~·/,;:,~,~{l'!:"'~~p,p17"':'..,~!f;i;'Cl'.,;''.:, ~j#Wl,l:'if.~----,,.,.,,~'!.bY!.YJ~'»,•,,_.l\~'~~:~,.f<,'1!1M".....-.,i;.#~/iJ.:u:;MS,(hi?,!J:, ...... ~~'~'ill,t ::l>h>'M:<:~~-~..-i-A-1'*,ff•i'J~"o.!c"l~.~-=Aw&.N.!MJ<""-~-».~~fr,:_>.m~~~»""fr......::l".;-.\>,,,'.~ .. Hf.:.: f-"t.~"'::-· A:l"MM'{,-4...~''>"&~J:''>4, l,!i.•,'i I hereby affirm-that there is a construction lending,agency for the performance of the work for which this permit Is issued (Sec. 3097(i) Civil Code). LENDER'S NAME______________ LENDER'S ADDRESS;:;;;::;;;;::;::;:;:;:;:;:;;;;:::;;:;::;;::;;:;;::::;:;;;;;:;:;:;:;:;:;;;:::;;:::;;:;;,::;:::;:::;:::;:;:;;:;:;;:;;:;;;;:;:;::::;;;:;;:r,:;;;::;;;;;;:::;:::;;;::;:::;:;:;:;;:;::=. fi¥-lfJBlfflDJ~~~~~Bl~t~!~1f.!J:~~~1~'.~~~i1?1YkniL~~?r2~~r"~~1~~B'ii~~m~"l~5ili11i3t~'11~ith7~~~ I certify that :f liave-read tli'e' applicatlcin and· state that'tlie above Information Is correct' anll that the Information on· the plans Is accurate. I a:gree to comply with all City-,ordinilnce·s· an'd· 'State 'laws ·relating to building. donstruction. I hereby· authorize ·representatives of' the Cit\' of ·<::arlsbad to enter upon the above mentioned property for inspection purposes. I ALSO ,AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE ·CITY OF· CARLSBAD -AGAINST ALL LIABILITIES, JUOGl'lllENTS, COSTS ~ND EXP.ENSES WHICH l'lllAY IN' ANY WAV ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures .over 3 stories in _height. EXPIRATION: Everv·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 pr work authorized by such permit Is suspended or abandonad"llt'any·tlme after o kls·c"""""'"""ll'Jl·fora period of 1·SO·day action 106,4.4 Uniform Building Code). APPLICANT'S-SIGNATURE / DATE ~-~--l'tf 1: PINK: Finance .,, . , -..:;, ... : , . . ', ' P E R M I T S E W E R 1)1/05/98 09:03 Pacre 1 of 1 Permit No: SE97U21U Bldg PlanCk#: CB973212 Job Address: 2081 FARADAY AV Pernn t Type: SEWER -OFFICE/WAREHOUSE Parcel No: 212-120-26-00 Suite: · Description: 11,949 SF TENANT IMPROVEMENT 7,771 SF OFFICE AND 4,478 SF MANUF. 2672 01/0S/98tC~1u~.l Appl-f'~I: Apr/Issue: I(}:,SUED 11/71~9(1 01/05/98 Permitee: PULLEY, WENDY 18002 COWAN IRVINE, CA. 92614 *** Fees Required *** *·** 714 660-9128 Expired: Prepared By: DR . _ Fees Collected & Credits *** ------------·--,..,. . -----------------------------',,,,, 7,126.06 , .·. 00 • , ,: ··:Total Cre'di ts: . 00 7, :L-26. q-6-, \ : . ·--. / Toiai / Paymeni~_s: . O O Fees: Adjustments: Total Fees: _ . Ba+ci'nce_Due,: 7,126.00 Fee description _ \, · -·. ,:/. yn:its._:,; :J;'.e~/trni t Ext fee Data ____________________ _,,_ -' , ___ .....,,/ ---,.. ,-~-----\ -.. ; -' _-. ,.,/"' C: 1 __ .J,... __________________ _ Enter Off ice Square F~otaqe ··->; .. <: · 7471\, '<~:--· 4. 15 Enter EDUs not mentioned ~b'6:ve , · ->"' · ---·---,.-89:" \ ·· ; · . 89 <Enter CREDIT EDUs> . : ·•.,,, .::,.;f::.:::~~:i:~2:;}19 / -2. 39 Total EDUs , , _!( · :/ /!]: ,--, 2. 65 Sewer Fee ,·\< , ~~'..-,, _/ ---<----~.:. J; ,,_' -·' 4797. 00 Enter Sewer EDUs and Benefit, lfrea ; ',;? ,-{2~-6'5-,..): 2329. 00 F * SEWER TOTAL ·,11/ \~L.i' ):"·.-/:-:?Di,· 7126.00 ·~ :~~;·· ~ ~ 'l / f , ' _::.. '}, <' ~ -' './ -~--'' , ;:,1---~~-~ !ilC0'=;''0RXf2fl ,. --· ". , -- / / / / Fl!\JAL APPRO\//\L. INSP ... -----DATE_ CLEARANCE _____ _ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 UNSCHEDULED BUILDING INSPECTION INSPECTOR _~p _______ _ r PLAN CHECK# ------ JOB AbDRESS ---'tr.-='/e...:::;8_;..'l_/!t....::A=lt=tJ;..=:;P.=.'J')-1-7 ~At/.~------------- DESCRIPTION _____________________ _ TIME ARRIVE: ____ _ CODE DESCRIPTION 81 TIME ____ _ ACT COMMENTS 04/0Q/98 DATE 03/31/98 03/31/98 03/25/98 03/25/98 03/19/98 03/17/98 03/17/98 03/17/98 03/17/98 03/17/98 03/17/98 03/10/98 03/10/98 03/10/98 03/10/98 03/05/98 03/04/98 03/04/98 03/03/98 03/03/98 03/02/98 03/02/98 02/26/98 02/26/98 02/18/98 02/18/98 02/18/98 02/18/98 02/18/98 02/18/98 02/17/98 02/17/98 02/17/98 02/17 /98 02/13/98 02/06/98 02/06/98 02/06/98 02/06/98 02/06/98 02/04/98 02/04/98 02/04/98 02/03/98 02/03/98 02/03/98 02/03/98 02/03/98 02/03/98 01/29/98 01/29/98 01/29/98 01/29/98 INSPECTION HISTORY LISTING FOR PERMIT# CB973212 INSPECTION TYPE Final Combo Final Combo Final Structural Rough/Ducts/Dampers Final Combo Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Rough/Topout Rough Electric Rough/Ducts/Dampers Rough Combo Rough/Topout Rough/Topout Rough/Ducts/Dampers Rough/Ducts/Dampers Rough Electric Rough Electric Rough Electric Rough Electric Rough Electric Ftg/Foundation/Piers Rough Electric Underground/Conduit-Wir Underground/Conduit-Wir Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Rough Electric Rough Electric Ftg/Foundation/Piers Frame/Steel/Bolting/Wel Rough Electric Rough/Ducts/Dampers Grout Frame/Steel/Bolting/Wel Rough/Topout Rough Electric Rough/Ducts/Dampers Rough Combo Interior Lath/Drywall Gas/Test/Repairs Grout Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Rough Electric Rough Electric Rough/Ducts/Dampers Ftg/Foundation/Piers Ftg/Foundation/Piers Rough Combo Rough Combo INSP ACT RI RI TP CO TP PA TP PI TP PI TP AP TP PI TP WC TP AP TP AP RI RI RI RI TP AP RI RI TP AP TP PA RI RI TP NS RI RI TP CO TP AP TP CO RI RI TP AP RI RI RI RI TP AP TP AP RI RI TP AP TP AP TP CO TP CO TP CO TP AP TP AP TP AP TP AP TP AP RI RI TP AP TP AP TP AP RI RI TP AP TP AP TP AP TP AP TP AP TP AP TP -AP RI RI TP NR HIT <RETURN> TO CONTINUE ... COMMENTS C/PETE/804-3824 PHADE I, OK FOR MOVE IN LAUNDRY FRM@ TRK DOCK CONF ON EXHAUST AIR @ELEC RMS PART WALK THRU T-BAR CEIL@ MAIN LOBBY & CONF CONF ON STAIRS CEIL LITES@ MAIN LOBBY&CONF DUCTS@ MAIN LOBBY & CONF C/PETE/804-3824 C/PETE/804-3824 ROOF PENT C/PETE/804-3824 EQUPT@ ROOF SUBS & TRANS W/IN BLDG C/PETE/804-3824 TIME RE-SCHD 3/5 C/PETE/804-3824 SEE ATTCH CORR LST/ND A/B DOCK LIFT PADS (SLAB) PNLS, TRANS C/PETE/804-3824 SITE U/G FOR SECURITY CAMERAS C/DICK/619/520-5777 C/PETE/804-3824 RECP.,LOBBY,CONF 100,101 DROP CEIL SOFFITS@ 100,101 C/PETE/804-3824 CEIL LITES STR CLMN FTNS DRYPAC LOBBY SOFFIT,STR-MEZ RAIL CEIL LITES N/COMP DUCTS NOT COMP 3RD LIFT@ EQUPT YARD T-BAR CEIL COMPLETE CEIL LITE@ CEIL COMP DUCTS@ CEIL COMP C/DICK/520-5777 CEIL FOR STR 1 MED PSI GAS LINE 2ND LIFT@ EQUPT ENCL C/ERIC/989-7682 CEIL@ NGW STAIR 1 T-BAR CEIL@ CEIL LITES@ STR 1 CEIL LITES@ 133 & 134 DUCTS, REG@ 133 & 134 SLAB/FTNS@ TRK DOCK CLOSR RAMP DOCK FILL AND SLAB C/ERIC/989-7682 '04/09/98 DATE 01/26/98 01/26/98 01/26/98 01/23/98 01/20/98 01/20/98 01/20/98 01/20/98 01/20/98 01/14/98 01/14/98 01/14/98 01/14/98 01/14/98 01/14/98 01/12/98 01/12/98 01/08/98 01/08/98 01/06/98 01/06/98 01/06/98 01/06/98 INSPECTION HISTORY LISTING FOR PERMIT# CB973212 INSPECTION TYPE Ftg/Foundation/Piers Ftg/Foundation/Piers Footing Const. Service/Agricult Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Underground/Conduit-Wir Rough Electric Rough Electric Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Rough/Topout Rough Electric INSP ACT RI RI TP AP TP :AP, TP PI RI RI TP Cb TP AP RI RI TP WC RI RI RI RI TP AP TP WC TP AP' TP AP RI RI TP PA RI RI TP PA RI RI TP AP,, TP A::i? TP AP. HIT <RETURN> TO CONTINUE ... COMMENTS C/DICK/520-5777 STAIRS@ NEW EXT DOORS MECH ENCL SEO CLRN ONLY C/DICK/520-5777 CEIL NOT COMP U/G CONDUIT@ ENTRY LOBBY C/DICK/520-5777 C/DICK/520-5777 C/DICK/520-5777 HARD LID@ REST CEIL LITES@ REST EXHST & SUPP DUCTS@ REST. C/520-5777 RESTRMS, LOBBY AREA C/DICK/520-5777 SELECTED AREAS, RESTRMS C/DICK/520-5777 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING ~lRR PLANNING CMWD ST LITE PLAN CHECK#: CB973212 PERMIT#: CB973212 PROJECT NAME: 11,949 SF TENANT IMPROVEMENT 7,771 SF OFFICE AND 4,478 SF MANUF. ADDRESS: 2081 FARADAY AV CONTACT PERSON/PHONE#: C/PETE/804-3824 SEWER DIST: CA WATER DIST! CA DATE: 03/31/98 PERMIT TYPE: ITI L --' I -I ' !.IPR 1 J 1998 ------~------ INSPECTED17 ~ BY: C-· ~ ' DATE INSPECTED: 11~~1'i,;( APPROVED f.-DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: . ' APPROVED DISAPPROVED APPROVED DISAPPROVED CoNsTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA • OXNARD • RENO • SEA TILE • LAS VEGAS ENGINEERJNG, JNC. INSPECTION REPORT PRO1EcTNAME: 6/./-t.Lo c.u /4--'f .Cit2!..f ADDREss: z:.::z:r<ff'r~--,r~tc1'1-i)t¥~Y ~11--RL <; BA~ I ARCHITECT: __________ _ ENGINEER: ___________ _ CONTRACTOR:uot:1b i /u;g!Vl,TS 1NsPEcr10NDATE: Z-r s -9-<t -~-~------ PLAN FILE: ___________ _ BLDG PERMIT:_.__9-=-7-"')--'2..=-.L/_L=-=------- OTHER: ____________ _ Material Sampling CTEJOB# PAGE OF /o-n~- REPORT# ______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS . . . }i~~i~f~~ ~.. ·:.:.::~i:~~JIJ!~tl~~J'!~~;:##~~~WOF.fK ~~~t~~~M.tl<~ ... '·? ~.:s ,~,.,.(.J Vt-5'rJ!rll il'.f: Pi e-r~ u_ r LU -l()J:,c.!J LN rift d dW td'? t-.~C#-' I?/{ _/\{ gJ,J /3 $ft rv1 f0 {,X/i I 57-~rl.l? ~~4-M f) /i'/( {)£ 1//-1 (_ f f ColllM;AI C.ONNIU..flllPl'I./ i/Ptf;l UNM,,/£GT71J/!f f£!(_ /)£7Jl-tL 10 Q NAME: (PRINT) j)j 0-1'{!£0 l,/J ) CERTIFICATION NO.: _S°""---'-7-~=-S-L..9_. ____ _ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 DATE: February 4, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3212 EsGil Corporation Professional Plan !1{.evie'UI 'Engineers SET:VI PROJECT ADDRESS: 2081 Faraday Avenue PROJECT NAME: Steel Stair Addition for Callaway Golf D APPLICANT ~ ~REVIEWER D FILE D The plans transmitted·herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and -resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person • REMARKS: This submittal is only for stair no. 2 (steel stairs). This was not included in the original submittal. Please see additional plan check fees. The architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please complete the attached form. By: Abe Doliente Esgil Corporation D GA D CM D EJ D PC Enclosures: 1/2 & 4/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-3212 February 4, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3212 PREPARED BY: Abe Doliente DATE: February 4, 1998 BUILDING ADDRESS: 2081 Faraday Avenue BUILDING OCCUPANCY: B/S-1 TYPE OF CONSTRUCTION: V-N BUILDING POf'\.1 IVl"<I 11 BUILDING VALUATION VALUE (ft. 2) MULTIPLIER ($) S.tair Addition Charge hourly Air Conditioning Fire Sprinklers TOTAL VALUE • 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ • 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ Type of Review: • Complete Review D Structural Only • Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 174.30 Comments: 2 hours @ 87 .15 X 1.25 = $217 .88 Sheet 1 of 1 macvalue.doc 5196 EsGil Corporation Professiona( Pfan !Rf.vie111 'Engineers DATE: January 30, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3212 PROJECT ADDRESS: 2081 Faraday Avenue PROJECT NAME: T. I. for Callaway Golf SET:V D~ANT ~ 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. 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: Ware & Malcomb Architects, Inc. 18002 Cowan, Irvine, CA 92614 • Esgil Corporation staff did not advise the applicant that the plan check has been completed .. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Abe Doliente Enclosures: Esgil Corporation • GA DCM D EJ D PC 1/19/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ,( Carlsbad 97-3212 V January 30, 1998 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2081 Faraday Avenue DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/19/98 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-3212 SET: V DATE RECHECK COMPLETED: January 30, 1998 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Un"iform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. S. 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 correctio_n number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. 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 97-3212 V January 30, 1998 The following outstanding corrections were sent to the city for them to resolve, but it was sent back to us by the Architects: + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + JURISDICTION: Carlsbad DATE: 1/30/98 SET: V + PLAN REVIEW NUMBER: 97-3212 + PLAN REVIEWER: Glen Adamek 7. • MECHANICAL (UNIFORM MECHANICAL CODE) Title 24, UBC, Section 1202.2.1 dose not allow 15 CFM for every two occupants, as allowed in the Title 24, Energy Standards. UBC, Section 1202.2.1 requires mechanical ventilation capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. The occupant load is 187 persons as per UBC, Table 10-A (2,812 square foot Lunch Room/15 square foot per person). Please correct the required ventilation to the 2,812 square foot Lunch Room. UBC, Section 1202.2.1 requires~ CFM of outside air. Using UBC, Table A-12-A the required outside air is 3,936.8 CFM. (UBC, Table A- 12-A requires 1.4 CFM/square foot, not the 0.5 CFM/square foot used in your calculation.) Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. EsGil Corporation Professionaf Pfan !l{.eview 'Engineers DATE: January 2, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3212 PROJECT ADDRESS: 2081 Faraday Avenue PROJECT NAME: T. I. for Callaway Golf SET: IV D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • The plans transmitted herewith will substantially comply with the jurisdiction's building codes . when minor deficiencies identified in the attached list are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. • . Esgil Corporation staff did advise the. applicant that the plan check has been completed. Person contacted: Ken Murray Date contacted: 1/2/98 (by: Abe) Mail Telephone Fax In Person XX Telephone#: 760-598-7614 Fax#: • REMARKS: 1. Please J!f 5-ttached sheet for outstanding corrections. 2. Ken Murray of Good & Roberts Inc. to carry~ts of plan~ity. Ok'd bJvMike Peterson~~ By: Abe Doliente ~ ,1---' Encl~ b 1,c~ lh..iJ.. (2-., Esgil Corporation I'--rv .__, --. ----. D GA D CM D EJ D PC 1 /2/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-3212 IV January 2, 1998 THE FOLLOWING OUTSTANDING CORRECTIONS SHOULD BE RESOLVED WITH THE CITY BUILDING OFFICIAL: 1. 2. Provide mechanical ventilation in Lunch Room capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC. Section 1202.2.1. Provide calculations on the floor plans showing the occupant load for the lunch room, the amount of outside air required and the amount of outside air supplied. Sheet A-3 of the architectural plans shows the occupant load of the lunch room as 188 while the mechanical sheets show occupant load of 52. Outside air requirements should be based upon the architectural (UNIFORM BUILDING CODE) method. THE ORIGINAL PERMIT APPLICATION FOR THIS T. I. DID NOT INCLUDE WORK AT THE BATTERY CHARGING AREA. PLEASE OBTAIN A SEPARATE PERMIT FOR THIS AREA. SUBMITTED STRUCTURAL CALCULA T/ONS AND PLANS FOR THIS AREA ARE DISCARDED. ...~----- ., DATE: December 23, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3212 EsGil Corporation Professionaf Pfan ~view 'Engineers SET: III PROJECT ADDRESS: 2081 Faraday Avenue PROJECT NAME: T. I. for Callaway Golf D APPLICANT ~URIS. 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. 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: Ware & Malcomb Architects; Attn: Wendy Pulley 18002 Cowan, Irvine, CA 92614 • 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 contacte\ Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 CM • EJ D PC 12/19/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-3212 III December 23, 1997 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2081 Faraday Avenue DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/19/97 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-3212 SET: III DATE RECHECK COMPLETED: December 23, 1997 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 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. In case you did not keep a copy of the prior· correction list, we have enclosed those pages containing the outstanding corrections. 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 97-3212 III December 23, 1997 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Check final sets of plans for signatures. THE ORIGINAL PERMIT APPLICATION FOR THIS T. I. DID NOT INCLUDE WORK AT THE BATTERY CHARGING AREA. PLEASE OBTAIN A SEPARATE PERMIT FOR THIS AREA. SUBMITTED STRUCTURAL . CALCULATIONS AND PLANS FOR THIS AREA ARE DISCARDED. 17. Please see the following corrections for plumbing, mechanical and energy. 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 Abe Doliente at Esgil Corporation. Thank you. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEW NUMBER: 97-3212 SET: ID + PLAN REVIEWER: Glen Adamek/Eric Jensen • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 7. Provide mechanical ventilation in Lunch Room capable of supplying outside air · at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 Provide a calculation on the floorplans showing the occupant load for ·the lunch room, the amount of outside air required, and the amount of outside air supplied. Dec.22 check -The architectural occupant load is shown as 188 on A-3, the mechanical occupant load is shown as 52 on the mechanical sheets. Outside air requirements should be based upon the architectural ( Uniform Building Code), method. . ' ' EsGil Corporation Professional Pfan !Ju!,view 'Engineers DATE: December 10, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3212 PROJECT ADDRESS: 2081 Faraday Avenue PROJECT NAME: T. I. for Callaway Golf SET:11 ~~ANT ~ 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. 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: Ware & Malcomb Architects; Attn: Wendy Pulley 18002 Cowan, Irvine, CA 92614 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 CM • EJ 0 PC 12/3/97 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-3212 II December 10, 1997 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2081 Faraday Avenue DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/3/97 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-3212 SET: II DATE RECHECK COMPLETED: December 10, 1997 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 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. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. 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 97 -3212 II December 10, 1997 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Check final sets of plans for signatures. 6. 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. 15. Revise the Sheet Index on sheet A-1 of the plans to include all the plans submitted. 17. Please see the following corrections for plumbing, mechanical and energy. 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 Abe Doliente at Esgil Corporation. Thank you. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEW NUMBER: 97-3212 SET: II + PLAN REVIEWER: Glen Adamek/Eric J_ensen • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 7. Provide mechanical ventilation in Lunch Room capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 Provide a calculation on the floorplans showing the occupant load for the lunch room, the amount of outside air required, and the amount of outside air supplied. • ENERGY CONSERVATION NOTE: Plans submitted after July 1, 1995 must comply with the new energy standards. 12. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. Provide details for the various conditioned areas of the tenant improvement. Include the warehouse area. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. Carlsbad 97-3212 II December 10, 1997 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS • GENERAL ACCESSIBILITY REQUIREMENTS • SIGNAGE 5. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 11178.5. 6. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. CALLAWAY GOLF FAX NO. 1-760-930-5033 P. 02 The new Distribution Center (DC) will serve primarily as a warehouse for Callaway golf clubs awaiting shipment. Product is manufactured at another site and delivered daily to the DC. Within the DC product is continually pulled to fill orders and manually packed into corrugated containers then loaded into trailers. In addition to shipping, a department of ten people operate sewing machines that apply the Callaway Golf logo t.o golf bags and miscellaneous products; a department of 14 pc:ople h~dle ord~ entries in a front office. The distribution center operates three shifts per day Monday through Friday and frequent Saturdays. ( the following letter prepared by manufacturing goes into more detail) Novc;ml?er 6, 1997 We at Callaway Golf will be installing pallet racking in our facility at 2080 Faraday Avenue, Carlsbad. We have applied with City Building Department for permits, and here by furnish the following information for your approval. There are two (2) locations where products/materials will be stored (please sec attached drawing). SECTION A Finished stainless steel and titanium headed golf clubs with steel or graphite shafts and natural rubber handles/grips, packaged individually in poly bags. Quantities of (50) are packaged -in corrugated. polyethylene totes, hand stacked on the racks. Titls should be a class IV commodity as it is a class I commodity with Group "A" plastic packing per NFPA 231 C, 1991, 2-1, 4. The corrugated polyethylene tote should be treated the same as a corrugated paper box, as itts o~ lop will collect sprinkler water, retarding fire growth~ much the same as the paper corrugated container would do by absorbing the water. The poly corrugated tote would have the added advantage of acting like a sprinkler itse~ as it is not a completely sealed nnit at the bottom and would leak ont.o the products below. Height of storage = 19T SECTIONB top of product area (including aisles) = square feet. Golf bags, golf headcovcrs, and ha.ts composed mainly of synthetic fabric with small amounts of brass trim and natural fibers. Per NFPA 231C, 1991, 2-1.4. This should also be a class rv commodity. Height of Storage= top of product area (including aisles) :,:,, square feet. · Our hours of operation are from 6:00 a.m. until 5:30 a.m. If you have any further questions, please call me at the above number. Sincerely. NOV.21 '97 (FRI) 13:19 COMMUNICATION Nc:;38 PAGE. 2 ~NGV-2A-97 MON 10:36 CALLAWAY GOLF ,esii:--"'-7-1 cOa. ~--=-~ '¢-so,. ¢,o.-¢, I -¢-ss>,o, ~ ,¢i 1rl NO~ 24 '97 (MON) 09:34 FAX NO. 1-760-930-5033 P. 03/03 COMMUNICATION No:25 PAGE. 3 NOV-24-97 MON 10:35 CALLAWAY GOLF FAX NO. 1-760-930-5033 P. 02/03 .• . . NO~ 24 '97 (MON) 09:34 COMMUNICATION No:25 PAGE. 2 ., EsGil Corporation Professional Pftm !Jteview, '£.ngineers DATE: November 6, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.,: 97-3212 PROJECT ADDRESS: 2081 Faraday Avenue PROJECT NAME: T. I. for Callaway Golf SET: I D~tNT (Q__J~ 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. 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: Ware & Malcomb Architects; Attn: Wendy Pulley 18002 Cowan, Irvine, CA 92614 • Esgil Corporation staff did not advise the ,applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail, Telephone Fax In Person D REMARKS: By: Abe Doliente Enclosures: Esgil Corporation • GA DCM • EJ D PC 10/28/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-3212 November 6, 1997 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 97-3212 OCCUPANCY: B/S-1 JURISDICTION: Carlsbad USE: Office, Warehouse TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: Existing ACTUAL AREA: 11,949 SF (T. I. only) STORIES: 2 SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: November 6, 1997 FOREWORD (PLEASE READ): HEIGHT: OCCUPANT LOAD: 120 (T. I. only) DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/28/97 PLAN REVIEWER: Abe Doliente 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 bas·ed 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 1994 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. 106.4.3, 1994 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 (1994UBC) · tiforw.dot Carlsbad 97-3212 November 6, 1997 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 to the jur_isdiction's building department. 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 3. Provide the correct address and suite number of tenant space on the plans. Section 106.3.3. 4. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 5. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be state9 in a form that would make classification in Tables 3-D and 3-E possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307.1.6. 6. 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. 7. In areas where the occupant load exceeds 30 two exits are required. See . Table 10-A. 8. Provide an exit analysis plan (may be 8 1/2"·x 11" or any convenient size). Include the warehouse/manufacturing area. 9. Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 1003.3. 1 0. The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 1003.1. 11. Rooms with more than 1 0 occupants may have one exit through one adjoining room. Revise exits to comply. Section 1003.5. 12. Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance. Carlsbad 97-3212 November 6, 1997 13. One-hour fire-rated corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 713.2. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 1005.8.1. • CITY OF CARLSBAD SUPPLEMENT 14. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. MISCELLANEOUS 15. Plans are incomplete. Complete all the callouts and cross references to the details. 16. Plan sheets A-1.1, A-5, A-7 and A-8 were not included in this set of plans. 17. .Please see the following corrections for electrical, plumbing, mechanical and energy. 18. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 19. 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. 20. Have changes been made to the plans not resulting from this correction list? Please indicate: Carlsbad 97-3212 November 6, 1997 Yes D No D 21. 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 Abe Doliente at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + 1993 NEC + PLAN REVIEW NUMBER: 97-3212 + PLAN REVIEWER: Eric Jensen 22. The (future) distribution section at the main service may not terminate any closer to the door edge than 3'. The design as shown (without the future section) presently complies with code and no additional design is required. 23. Fully describe the transformer(s) grounding electrode(s) on the single line diagram. 24. Panelboard "H1 B" is described as a 200 ampere on the single line diagram, 125 ampere on the panel schedule. Note: Note 8 to "Notes to Ampacity Tables" will apply to the Battery charging equipment for conductor sizing. 25. 800 ampere breaker (single line) protecting 600 ampere panel (panel schedule H2A)? 26. Is "T2B" on sheet E4.1 really "T2A"? 27. Provide the battery charging equipment manufacturer's installation specifications detailing the minimum ventilation rate necessary to (electrically) declassify the location. What control is provided for the exhaust fan in the battery charging area? 28. Note on the plans that a sign will be installed adjacent to the main service indicating the type and location of the alternate power sources. (UP S's, inverter) NEC 702-8 29. Exitway illumination in the warehouse area is adequate for the area served by the inverter , however there is a large area not served by the inverter. How is exitway illumination provided for this area? Carlsbad 97-3212 November 6, 1997 30. Note on the plans that a sign will be installed adjacent to the main service indicating the type and location of the alternate power sources. (Inverter, UPS systems). NEC 702-8 31. GFC/ protected convenience receptacles are required to be installed within 25' of roof mounted HVAC equipment. 32. What is "MSA" 11? It shows up on the feeder schedule, but not on the single line diagram. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEW NUMBER: 97-3212 + PLAN REVIEWER: Glen Adamek SET: I 1. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. (Check the acid in the Battery Room.) a) Clearly show types of hazardous material is being stored or used. Provide classes of material as per UBC, Tables 3-D and 3-E and provide the material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. c) Clearly show where in the buildings each type of hazardous material is being stored or used. • PLUMBING (1994 UNIFORM PLUMBING CODE) 2. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1 /3 of the tank and one strap at bottom 1 /3 of the tank. UPC, Section 510.0 3. Detail how floor sink, for the water heater P & T valve drain, trap seals are to be maintained. UPC Section 1007.0 (trap primers?). 4. Detail required ladder access to water heaters if more than 8 feet above the floor. UPC section 511.2 Carlsbad 97-3212 November 6, 1997 5. Show main roof drainage sizing and overflow roof drainage sizing as per USC, Section 1506, and UPC, Appendix 'D'. • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 6. Detail ladder access to roof mounted HVAC equipment. UMC, Section 321.8 7. Provide mechanical ventilation in Lunch Room capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 8. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section 1207.5(UBC, Section 1202.2.2 should be corrected to read like UBC, Section 1207.5 was corrected. Note there was no code change to remove the new F, M, and S Occupancies from this ventilation requirements.) 9. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-B. b) Detail duct cleanouts as per UMC, Section 609.4. c) Detail duct support as per UMC, Section 609.6. d) Detail protection from physical damage as per UMC, Section 609.9. • ENERGY CONSERVATION NOTE: Plahs submitted after July 1, 1995 must comply with the new energy standards. 10. The COMPLY 24 energy design shows the conditioned floor area to be 14,787 square feet. The L TG-1 forms on sheet E-1.1 show the conditioned floor area to be only 3,024 square feet. Please correct. 11. Provide the L TG-2 form showing lighting energy compliance. 12. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 13. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). 14. Show bi-level lighting controls as per Title 24, Part 6, Section 131 (b ). Carlsbad 97-3212 November 6, 1997 15. Show the daylit areas and required daylit area lighting controls for lighting in daylit areas. Title 24, Part 6, Section 131 ( c). 16. The LTG-1 forms on sheet E-1.1 must be corrected, completed and signed. 17. The signed PERF-1 forms must be imprinted on the plans. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1995 edition of Caiifornia Building Code, Title 24. Per Section 101.17 .11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities as follows: (1) Any building, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. (2) Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. (3) Any curb or sidewalk intended for public use that is constructed with private funds. (4) All existing accommodations when alterations, structural repairs or additions are made to such accommodations. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS, ADDITIONS AND REPAIRS · 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply only to the area of specific alteration, repair or addition and shall include: a) A primary entrance to the building and the primary path of travel to the area in question, and include the following items which serve the area in question: i) Sanitary facilities. ii) Drinking fountains. iii) Public telephones. Carlsbad 97-3212 November 6, 1997 • SITE PLAN REQUIREMENTS 2. Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to ir:idicate the direction to accessible building entrances and facilities, per Sections 1117B.5.7 and 1127B.3. • ENTRANCES AND CIRCULATION 3. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1001.9.1. 4. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way, per Section 1114B.1.2. • GENERAL ACCESSIBILITY REQUIREMENTS • SIGNAGE 5. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. 6. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. Carlsbad 97-3212 November 6, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Abe Doliente BUILDING ADDRESS: 2081 Faraday Avenue BUILDING OCCUPANCY: B/S-1 BUILDING PORTION BUILDING AREA (ft. 2) Office T. I. 11,949 SF Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 97-3212 DATE: November 6, 1997 TYPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER ($) 26.00 310,674 310,674 • 1991 USC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 1,378.00 • 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 895. 70 Type of Review: • Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 716.56 Comments: Sheet 1 of 1 macvalue.doc 5196 DEC-31-97 WED 09:42 CALLAWAY GOLF l~Jl·-·--- GOLF December 29, 1997 City of Carl shad Planning Department Mike Peterson 2075 Palmas Drive Carlsbad, CA 92009~1576 Fax# (619)438-0894 FAX NO. 1-760-930--'-5=03.::....::3 ____ P._0_1 __ _ CAUAWAY GoLF LDMPANY "I RE: Building Permit Application (97-3212) foi-Distribution Center, 2081 Faraday Dear Mr. Peterson, Per ESGIL's suggestion~ this letter is being submitted to provide clarification on the occupant load of the lunchroom. We expect to have 100 employees on the first ~hift with staggered lunch periods. It is our projection that no more than 50 would ever occupy the lunch room at one time. Our architect, Ware & Malcomb and ESGIL havti come to a mutual disagreement on interpretation of the code pertaining to ventilation in the lunchroom. ESGIL has indicated they would be willing to release the permit pending your approval of our consultaut' s recommendation, Thank you for your assistance in resolving this final outstanding issue. Sincerely, c:~-(n,~·· ~-- Andrew Gracey, Manager Planning Department cc: Eric Jensen, RSGIL Jon Zimmennan~ Ware & Malcomb Architects Linda J. Clark, Callaway Golf Planning Dept. I·---· -----~28$ Rutherford R1~}lcl • nirlsb:id, C~B-8815 • Tclr.:plium:: (i'60) 931-1771 • FAX (760) 930-5028 tirn1."'imt:1.K1~-': CuJ.1\\\',\Y r.oi ,;.-.S:i!J:.i:. C :O~m\."'ir ~ C.a.u. \\Vi\Y (!c.,.:.,1· .B..U..t. C0Mi1.\:\'V • CA!.J A\\'A't Gu:_i~ {UK) 1,..r,v.:-:m • G,v..t..\Ww < :~.1t,~· (Gr.~-.Tl\.'W) GY..iT J • GUJ/\W.\Y ('..t.1~FTn.,\l,J[:-iC G~(nH' DJVISJ<l):! f:-'JJJIW,IYGt>Lrh"Tl'Jl~,,1101,~t. City of Carlsbad I ¥i h· • i 044 Ii h• i •24 ·i=i; i; ,t4 0 I I BUILDING PLANCHECK CHECKLIST DATE: t'l_.2}/qJ PLANCHECKNO.: CB C/7~ 3212.. BUILDING A6DRESS: JOgtf> CT).r'1cii y ~ PROJECT DESCRIPTION: ~ -/ ~ }lo,_.,.p o/ Go(f. ASSESSOR'S PARCEL NUMBER: '2-/ 2., )"2-D • 2h EST. VALUE: ENGINEERING DEPARTMENT APPROVAL 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 modifications, 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 build. A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please se~lj attached report of deficiencies marked with D. ake necessary corrections to plans or specifica ions for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: &.t./i.. i>-~/J'f cYr J:-~vfMq I Uti>J-e. P.prwJ·f Pr ~ch.. -€'Vlc4iu_ --t\"1-r aprl,cc_]i~"' 4t..) ~ fl '\ J I > ,/':,;.., fl--(' cY-...._ ~--....L-' \ (___ ~ Date: , , 2 L{ r 7 I I Date: -------- FOR OFFICIAL USE ONLY GINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By: ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist ! Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet Date: ENGINEERING DEPT. CONTACT PERSON Name: David Rick City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4324 CFO INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 \\LASPALMAS\SYS\UBRARY\ENG\WORD\OOCS\CHKLST\Bulldrng P/ancheck Cktst BP0001 form DR doc .A Rev.913197 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 q r; ,,_,. Q q 0 q . BtJlLPlNG· Pl-ANC,HECK CHECKUST t.. Prov:ide a fully-·dimensioned sjt~ pl~n-drawn to SQale. Show: , . : ,... , . ,. t A North Arrow·· · · . .· · \p. . Property Lines. B. Existing &.Proposed Structures ; .. E .. · E;asemerits C. Exi$tJng Street lmproven:rents . . . F. Right:,o{'.,Way Width & Adjacent Str$ets . G. · pdveway widths .. 2 .. $how-on. site pl~n:. A-Draipage.Patte.rns 1'. HuHdihg pad ~ur:face dr~inage·-must maintain a minimum slope of ohe. percent to:w-ards an adj6ining ·street or .an approved drainage course . . 2. At)b THE:FOL:LOWING NOTE. "Finis~ :grade will provide a minimum ,'positive -c:iraln~g·e.cif 2%:to-swa·le'5j away from b~tlding." B. Existing & Proposeq.$1ope$· and .. "fopography 3. Include on title sheet: A. · Site .address . . B. A~s.esso,r's ·Parcel N1;1mber c.. LegatDe~criptiorf For ~ornmercial/industrial, baildiiigs ancf t~n~rit improvement projects, ·include: total .bl!ildihg sqqare footage with .the square footage for each different use, .existing sevy~r permits .showing sq\;Jare footag~ of -different uses (manufacturing, \1Y';:1ret;i6use, office;. efo.) 1previous!y approved. · l=Xl$TING P~RMIT NUMa~R . DESCRIPTION OISCRETIONARY APPRbVAL COMPLIANCE.· 4a. Proje'Ct doe.s riot comply With. the -:toilqwing ·Engineering Conditions ,of approval for . Proj,ect No.. · 4b. All condition$ are .fr:r 6om,pli$nc~. ,bate: _,....----,-,;,-:.----,------~- IILASP.AtMASISYSILIBRARYl\:NGIWO,RDIDOC!llCHKLSnB,~ll<llng J>lencheck Ckl~t BP9601.F,~rrii'DR0,doc . -·2:_ .. Rev. 9/3/97 · · . . .. .. .• ·. ' ,.,. f I :I 0 . 0 0 0 CJ CJ BUILDING ·PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required-as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: ___________ _ Date: ----- IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ _______ , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: _____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed· app'lication form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ____ _ 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: I\LASPALMAS\SYS\LIBRARYIENG\WORDIOOCSICHKLST\Bu1ld1ng Plancheck Cklst BP0001 Form DR.doc Rev. 9/3/97 3 'BIJILDI_NGiPLANCHECK CHECKLIST \,,-,' 1st.I 2nd.I 3rd.I O O O . 6c. Eh.closed· pl<:lase find y.our Fu.ture Improvement Agreement. Please -return agreement sisned and-not:ariz.e.a to the -Engineering Department. /o o. 0 0 0 0 j o· 0 a 0 ·o 0 .q 0 0 ,ti Future.Improvement Agre.emertt completed by: D.:ate: '\ .. ·6d. No Public Improvements. ·requited. SPECIAL NOTE: Damaged br:. defective improvements found adjacent-to t>uilding: site must be repaired to the satisfaction of the ;Qity r~s_pectof p_dbr to'.oc-c:upancy. . . . _GRADING PERMIT REQUIREMENTS . · The conc:lifi9nS1 th~t ,invoke. the rae_ed for a-grading permit are found in Section n .06 .. 0;30-ofth~ Municipal ~o:de. 7a,.-lnaciequ_ate :inform:atic:m civ~ilable on Site Plan to make a determination on grading ... reqqirements: · Include accurate-grading· qqantities (cut, fill import, export). Writ'!3 "No Grading" on plotplan if nor:')e is required. · 7b. Grading Permit re_qqired. A separate g·ra~ing plan prepared by a registered Civil Engineet must be· submitte·d: .together with the completed application form attached .. · _ NOTE: . ~he: 'Grading .Permit.. must .. be issued and rough grading aoproval ~obtained :orio·r_ fo: issuance· of a Buiicil,ng ·Permit. - _ Grading. Inspector $ign, off 'by: Date: ------'---'----'---- 1c'. Graded Pad' Cerfifjdatioh .required. (Note-:. Pad certification may be required ~wen · if a. grading permit i,s not requTred'.) 7d .. No_ 'Grading_-Perrn·it required. 7e .. It 9riading is:-not r.E3gUir~d, Wri_te ''.No G:radir19" on plot plan. IVUSCELLANEOUS. PERMiTS. a: A RIGHT~OF~V'if AY :PERMlt fa reql,iired .to do work in City Right-of-Way and/or privpte work adjacent t<;> the publi~ Right-pf-Way .. Types of work include, but are not limited to:_ street ·improvements,' tree, trimming, driveway construction; tieing into-,p_ubliG st~i"l'.)l draih, sewe.r and wat,e_r ut.ilitie~,. . Right;._of .. vvay permit r~q_uited:for:: -' ' , ' ,, ' ' ' ,. ' · \11:ASPALMAS\SYS\LIBRARYIENGIWORD\DdCSICHKLSl\Bulkllng Plancheck Cklsl BP0001 ForTn DR:doc -4 Rev.·9/3i97 · " · • · · · ,,. ,J ' -· BUILDING PLANCHECK CHECKLIST 1 st.r 2nd.I 3rd,/ Q Q Q 9. A SEWE~ PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. ,6) ·~ /10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad V (____./ sewer service area, you need to contact the Carlsbad Municipal Water District, ' located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. j 0 0 u 0 0 Industrial Waste permit accepted by: V, {(tC. vt- Date: ,Lt 11/47 --==----l:----------- 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occu /first. 12. 0" Required fees are attached 0 No fees required 13. Additional Comments: \\LASPALMASISYS\LIBRARY\ENG\WORD\OOCS\CHKLST\Bulldlng Plancheck Cklst BP0001 Form OR.doc Rev. 9/3/97 5 __ .. __ ..,, __ ~_?=-------------------------------------- ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. 0 Calculation based on building plancheck plan submittal. q7 ... 3;;J2-. ce ~b·:2es;2::: Address: ,;2. 0 8 / fur<-< J-, f ,&-e , Bldg. Permit No . Prepared by: 'J) R.,'.. c \,L Date: \, ~ :2-l·\ -'17 Checked by: ___ _ Date: ----- EDU CALCULATIONS: List type·s and square footages for all uses. Types of Use: ______ _ Sq. Ft./Units: ------EDU's: :;)_, 6~ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: -------Sq. Ft./Units: ------ADT's: /fof:,. i.f q ----=---- FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED: D YES O NO (See Building Department for amount) WITHIN CFO: D YES (no bridge & thoroughfare fee, reduced Traffic Impact Fee) D NO pt://1. PARK-IN-LIEU FEE PARK AREA: ___ _ / FEE/UNIT: a/2. TRAFFIC IMPACT FEE ~/UNITS: /{;,b,L/1 ~-BRIDGE AND THOROUGHFARE FEE X NO. UNITS: __ _ X FEE/ADT: _2__:2... __ ADT's/UNITS:_____ X FEE/ADT: ___ _ = $____,.._(T,_____ =$ 3, C:,b2 = $_____,,.__(2( __ I ~ FACILITIES MANAGEMENT FEE ZONE: -l -v / UNIT/SO.FT.:_____ x_.,..FE_E_/s-a-.FT./UNIT: ___ _ r£ 5. SEWER FEE =$_t( __ PERMIT No. 1.SE q 7,... 2.\ 0 EDU's: 2.l 6 S-- BENEFIT AREA: _f __ _ EDU's: '2 ,bS'""" X FEE/EDU: 1,~10 DRAIN~GE BASIN: 5'B X FEE/EDU: '87'1 =$ ~1197? =$ '2. ·, 3 21 • ~ DRAINAGE FEES PLDA ___ _ ACRES: X ~7. SEWER LATERAL ($2,500) HIGH ___ /LOW __ _ FEE/AC: ___ _ =$ %, =$ / TOTAL OF ABOVE FEES*:$ )0 7 88 * NOTE: This calculation sheet is NOT a complete list C?f all fees which may be due. Dedications and Improvements may also be required with Building Permits . ........._ P:\DOCS\MISFORMS\BP0002.FRM REV 01/22/97 . t :"•-:,-· '' ·~., .. ",'' --' .. ; .. 7ft7 l -,- 1 8"0() . 4, is--SDvr C1e),; J, . c,.ei,,''r:' W4r-e~.k -----------~ l !J ~,· : If, 'fll'J "-~.391?1)0 50Dc) ' S,04 ---;z. '3 9 GDu) crfJ.tr 2. ,tr EDJs /49, 42.. l}DTs -;:. 17, 11 M / to 7~ 39 .,4 0T5 ,. <:/ 4--4PT J r ·: ~ . 1 -t . i: ·,t I < " ; \.' . ' , .. , . >, .0 * "U Q) .s::: (..) ~ ~ .,., u Q) .c (..) 2 "' 0 C: C: C: "' "' "' a: ii: ii: [5lD D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB C/7--)2... (7.--Address _,Z;;;..;o"---'-P3"-'-1 _________ _ Planner Van Lynch Phone (619) 438-1161, extension 4325 APN: Z-lc..-1"20-t..t> Type of Project and Use: /t{)f)u~T: /2];; Project Density: /J /A -----'--,,t-------- Zoning: C-1,\./\ General Plan: f> ~ Facilities Management Zone: --=_r'----- CFD lin/ririf\)#_--_Date of participation: Gire~ -Remaining net dev acres:_::-__:-__ (For non-residential develoRment: Type of· 1and used created by this permit: tJ/4 ) Legend: !ZI Item Complete Q Item Incomplete -Needs your action Environmental Review Required: YES NO/)( TYPE ---- DATE OF COMPLETION: ______ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ~ D D Discretionary Action Required: YES __ NO ~TYPE ___ _ APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ _ OTHER RELATED CASES: _________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ------------------------ txJ D D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES N0...2(__ NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Lo9 #: Follow-Up Actions: 1} Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. ~DD ~DD Cz1o.IJ 1_lnch.1sionary Housing _Fee req).iired:-YES NO~ ,"'- (Effectiv'e date of !nclusionary Housing Ordinance -May 21, l993 .) '~ .... ., ,., Data Entry Completed? YES . . NO , (Enter CB #; UACT; NEXT1.2;. Constrqct .housing YIN; Ent.er F!:!e -Amount (See fet:1 schedule for amount); Return): Site Plan: 1. ·Provide a fully oi'mensional sit~ pla_n drawn to scale. Show: North arrow, property lines, easements, -e*isting :and .proposed structures, streets, existing · street 'ir,nprov~m(:lilts, .right,:.qf.:.vvay vy.id±h~ dimensiorial setbacks and existing . · topographical lines·. 2 .. Provide l~gal description of property and .assessor;s parcel number. Zoning:· 1. Setb?tcks-: front: Interior Side: . Street Side: Rean Requited --------==-,+--"--Re q, u ired ----,,...,--- Requited --'------- Req1;1ir:ed ·--,--,-,-~...,__-,--~ Shown Shown ---'----'----'-- -------,--Shown --+----- Shown -----'-,--,-- Accessory structure setbacks: Frqrit: · Requir~d --'--,----t'--,,-+---+--------- 1 n t er i or Side;,, Required Shown --1-'"""'--F---,,----v~--~--,--- Street Sjde:· Hequir.ed · Shown ----,---,.,,,._,.,,'I'!=:=--,---r--1----,----- R~qr: Required Shown ------Structure, separation: Required Shown-------,--.,.. 3-. Lot Coveragei Reql!il'ed -;v' ~ Shown ---+-,, -'-, --'-----'-------- 4. Height:. Re.quired I) 1~ . ----"-,,-,,-+,----'---,-----'----Shown -------'---,-- .!;). Pc1rking:, · Space$ Required.· · . /~-e-Shown _f~t/~2.. ____ _ Guest Spaces Heql!ired · --'--'----'------Shown· ,D O D Additional Comn:,ents _________ ----__________________ _____ ©.K TO ISSUE AND ENTEREDARF'ROVAL INt.O C:OMPUT,ER' ·rt-W DATE /f'.:-[<'97 I' City of Carlsbad , 97412 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Wednesday, December 17, 1997- Contact Name Ware & Malcomb/Irv. Address 18002 Cowan ------------------ City, State _lrv_i_ne_C_A_92_6_14 ____________ _ Bldg. Dept. No. CB97-3212 Planning No. Job Name Callaway Golf/fl Job Address _2_0_81_F_a_ra_d_a~y _____________ _ Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd~----3rd. __ _ Other Agency ID CFD Job# __ 97_4-'-'1-'---2 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 KLT ENGINEERS 714 263 1310 CONSULTING STRUCTURAL ENGINEERS 3430 Ir.inc AYenue, 1-?ewport Beach, CA 9'i.660 (714) 263 -130& Fax 714 263hl310 Facsimile Transmittal Company: E:;SG\ L. c..or<f'Q?J\TION .. Attention: ~ec. t:cj..lW1'& Fax: Col"\-5~0-tSl(p cc: WE:N0'1 -WM/\ i wa ; e~ ~-, s-a \ From: -~~'IVt 1 N& Subject: CA~A'(-STAl~ CAJ.-C,S \ Date: ~!.4 q6 Job#: 9'1 l '1.\ total# of Pages 3 ( including this cover): Message: g .. : ... £. . . . . ... .. . .. . . . .... . . . .. . . .. ",., ., . .... . . .. , . '.l..¥ I gg•o <• ..... , ...... , ..... ,... • , ( t ;:u, .. , ,f P.01 t<L.T E:NGIHE:E:RS Fab~04-98 09:49A Wa~g & Malcomb -:Crv;n~ 714 2f:i.3 1310 714 863 1581 p.02 Ware & Makomb 11. Architects, lnc. FAX TRANSMITTAL Date: 1: ffitity ''UJ ProjectNo: ff/· (£}/,-00 To: r.q I no~--·------------ Fax.No: ¾ 3 -J ~1.Q No. of Pages (lnoludes Cover Page): j_ From; V{e~ --------------..-------- Regarding: , C}r{LJ.W,.)Ai .. Siul :s±ain5 Remarks: flan dllil,r h.a.s ~ u@d .<:Al=-cs~.h~r ___ _ 6ta.1f-· :ltta.d · foob11ffL .. '2Uf~ortJtrfqJeYS .• P.01 ---=tit-~....._, ---------·. --· -~ 1o.: c5QtL _CoP-foMlloAJ .(outsik llan o~) Attn: Abe: .. J'P9 ........ f i_e:n_r ___ e ___ _ WtyMi\tl: tal9 . _p°(qe) ___ • t--=--teo~&'---__ FO/f : lalq. Su,V, I'S 7f.R Originals to FollQW! O Yes O No If there,are any Q!Jes!iol'la regarding the reoeptiOn or the nt.JCnl;,er of pages li:ited ibove, pie ate can {714) 660-9128 as soon as passilile. Office flour.I: S un. tG 6 r,.m. Not6: Ontwil9S atld ~elches ,ent by fax may no_t be (lirn&nsionally i:13ble. II Is the respoosibility of the r~ie/\1 to confirm Ctit)Cal dimens.ions. 18002 Cowan. irvine. caurornl~ 9261.4 714) 660-9128 Fail\" (714} 863-1581 l,vine • Ple.u:m10n II Woodland Hitb (L KLT ENGINEERS 714 263 1310 KLT s;:oNSULUJ'lG 5TRtJ£!1,lR~Eli,.G[N~S $430 Irvine Awnu12, N<?wport &ac:11., CA 92660 Tel;{714) ~63-1308 Fa,c: (7141 2~!310 P.03 p.~OJl:C;' __ ___...G!l:.~4+ /2:u t.-f DA"\"E: --~--s~~~T--OF __ _ _ 4-L.1-,fi:r-r.'"1:u:IB,~(,t,~IA.a.+-----------r...s.Ll:. l!IY ___ 1og _ _,tf.....:7,_,_/_2-....J../ __ {!~>!?.. >1fll~ 7 Pr< L.. ,:. 'I ( w:: (I~* SX. J ,_ 91~ 3/, pLA-r/lt91<M • (!J L~ta '1 W::: /':CS.,:¥ -;:3f~~ 11 A:: ~ g,'Jr 10 1 /34:J x 1a '-~ 1,r.:: ,,, ,._ _ JI 1.2_ 1l'- 1v 1 1 a +~,~-.~ fi. ~ ,~ . -']~ (/o X t':l..) 'ff/U~ _. ., 1 ·' P.02 --·--..----·- . 863 1581 714 ~ Ma ·1comb -Irvine\ U I J C ,A1 • 11.~Ai \:IOl_F ware & --,--"'-'-" 0 ~:4lA --.,.__ 1 H --------·-··------·--· ·1 -t:r'),,z., --1)_0 :'2 __ tr· r-r, ... . ----·--·-·· ----·~+{ ------~ ~:; ---1- : ___ --~f ! l . ; · ( · -.....--t k--.. L~ I ~ ,~. If~ I -·--, (_,,_ ' ·O __ .. . KLT -CONSULTING STRUCTURAL ENGINEERS ·3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 TEL.(714)263-1308 FAX(714)263-1310 Date: 01/22/98 Page: ··-.) STEEL BEAM DESIGN _) CALLAWAY ----BEAM DATA--------------STEEL SECTION DATA---------- Center Span Length 28.50 ft Left Cantilever 0.00 ft Right Cantilever 0.00 ft Unbraced Length 0.00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting with Short Term Fy 36 ksi Load Duration Factor 1.00 Beam End Fixity Pin:Pin AISC Section Section Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y w18x35 ( ,V) 17.70 in lxx 0.300 in lyy 6.00 in Sxx 0.425 in Syy 10.30 in2 r:xx 34.97 # r:yy 1.49 in 510.00 in4 15.30 in4 57.63 in3 5.10 in3 7.037 in 1.219 in -----------------APPLIED LOADS----------------- -----------------Uniform Loads------------------ Dead Load Distance To Start Distance To End 0.21 k/ft 0.00 ft 28.50 ft -----------------Trapezoidal Loads----------------- Dead Load @ Left = 0.24 k/ft, @ Right = 0.13 k/ft Live Load @ Left = 0.36 k/ft, @ Right = 0.20 k/ft Start Location = 0.00 ft, End Location = 28.50 ft Dead Load @ Left = 0.38 k/ft, @ Right = 0.40 k/ft Live Load @ Left = 0.58 k/ft, @ Right = 0.60 k/ft Start Location = 23.00 ft, End Location = 28.50 ft ------------------SUMMARY------------------ USING w18x35, Max Stress Ratio = 69.75%, Min Defl. Ratio = 428.06 ------TABULAR SUMMARY OF LOAD COMBINATIONS ------ Maximums ... Moment ..... Stress Shear ..... Stress Deflection fb / Fb : % max Actual 79.6 16.57 14.38 2.71 -0.799 fv / Fv : % max Min. DL Defl Ratio = Min. TL Defl Ratio = V4.4D (c} 1983-96 ENERCALC Allowable 114.1 k-ft 23.76 ksi 76.46 k 14.40 ksi 0.698 0.188 733.02 428.06 Moments .. Shears ... Deflection .• at M+ @ Center M·@ Center @ left @ Right @ left @ Right @ Center @ left @ Right 0.00 ft Reactions @ Left Reactions @ Right Placed for Max 79.6 11.28 14.38 -0.799 0.000 0.000 11.28 14.38 Dead Load + Loads Placed as follows DL LL LL+ST LL LL+ST Only @Cntr @Cntr @Cants @Cants 46.7 79.6 0.0 0.0 0.0 k-ft -0.0 -0.0 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 k-ft 6.60 11.28 0.00 0.00 0.00 k 7.83 14.38 0.00 0.00 0.00 k -0.467 -0.799 -0.467 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 6.60 11.28 6.60 0.00 0.00 k 7.83 14.38 7.83 0.00 0.00 k {continued on next page .... ) Kl T CONSUL TING STRUCTURAL ENGINEER, KW0602483 1 ·-" KLT ·CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE . NEWPORT BEACH, CA 92660 TEL.(714)263-1308 FAX(714)263-1310 Date: 01/22/98 Page: -Z,,.- =) STEEL BEAM DESIGN CALLAWAY l. '2, • ,. J ( ..... continued) 0.3 6 111llii!lllilill!!Ullilllllllllllililllllllllliilllllllllllilillllllllllllil0011!!110/lliiliil 0.20 4. • t. 79 59 1 lllllllllllllllll 0.2411111Hlll/lllllllllllljjOOllllllllllillllllllllllllliilllllllllllllll~'.s'a'J1//11/1/illlllllll ~::~ -D. t. t. t > 111111111 1111111111 0.38IIIIIIIIIIIHlllllU 0.40 ~ j) ., • 1111 Ill Mm•x = 79.59ft-k., 14.48 ft -o.o •• ,1 ~~' MmlA = -0.00 ft-k q, 28.50 ft O ----1,~, mn11111TTTT1111rrrr1111 lrm,I 111nm,mnrr1111TTTT1111rrrr11IIrrn,1111 lrr:-:1 DL---=-0_2--!k-,-I ijjnml II lnml I llnml I IITTTTI I llrrrrlll l"""ll lllnmll llmnl II ,.,,,,,11111 -0 •. l . l l .ZBIIIIIII -- Vmex = 11.28 kip•.., a.co ft v,-__ 1LUJ ____ .... DllllJIIIU1JJll,..ftl1UJllt..,. ... .....___,~~~- t I 28.50 t I :J)clJD LaA-~ f /rAT. 1. 1 1, IX-0 1 X Jc+ -= 7-/c> 1 (!! l. i~ ¾})( ¾. ~ 7-,, 1 1¼ @ P.,.. S7%1 X ¼;; /7} 1, @ t.. J. 7 fa I 'x 14-'7,-C 3 sit'7' ~ ~-r;7fo1 x 'jv ~ 7/f8f vm1n • - 14 - 36 e,p, ~ 2B.50 ft I ''Clll(llllllllllllllllll -14.38 Dmttx = 0.00 1n ~ o.oo ft Dm1n• -0.801n"' 1436ft o.oo~ 7 -OJ '--• ft t----+----+--+--+---l------1 D.O 4.7 9.5 14.3 19.0 23.8 28.5 .ti t/6-4 /4JY? ~ I. ~%I ~ q/4 ~ Jfsvf, ~ ~. Su i I ){ 1/1-~ W-,, .J,! /, ~ t. ~ t, "14-;{" 1--1,vJJ/, ~R 9rv ;t )( '54 =-&-m) /' V4.40 (cl 1983-96 ENERCALC KLT CONSULTING STRUCTURAL ENGINEER, KW0602483 ) ·.) KLT -CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE 'NEWPORT BEACH, CA 92660 TEU714)2_63-1308 FAX(714)263-1310 Date: 01/22/98 ~age:Z STEEL BEAM DESIGN CALLAWAY ----BEAM DATA---- Center Span Length 30.00 ft Left Cantilever 0.00 ft Right Cantilever 5.00 ft Unbraced Length 0.00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting with Short Term Fy 36 ksi Load Duration Factor 1.00 Beam End Fixity Pin:Pin AISC Section Section Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y STEEL SECTION DATA ~ w27x84 (6) f {? Z / 26.71 in lxx 0.460 in lyy 9.96 in Sxx 0.640 in Syy 24.80 in2 r:xx 84.20 # r:yy 2.49 in 2850.00 in4 106.00 in4 213.40 in3 21.29 in3 10.720 in 2.067 in -----------------APPLIED LOADS----------------- -----------------Concentrated loads----------------- Dead Load Live Load Distance To Load 17.24 k 23.00 k 22.76 k 27.00 k 35.00 ft 20.00 ft 7.83 k 6.55 k 15.00 ft -----------------Uniform Loads------------------ Dead Load Live Load Distance To Start Distance To End 0.11 k/ft 0.16 k/ft 0.00 ft 35.00 ft -----------------Trapezoidal Loads----------------- Live Load @ Left = 0.36 k/ft, @ Right 0.00 k/ft Start Location = 0.00 ft, End Location = 0.00 ft SUMMARY USING w27x84, ¥ax Stress Ratio = 93.92%, Min Defl. Ratio = 352.98 TABULAR SUMMARY OF LOAD COMBINATIONS Maximums ... Actual Allowable Dead Load + Loads Placed as follows Moment 396.9 422.5 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress 22.32 23.76 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear 50.53 176.93 k ..... Stress 4.11 14.40 ksi Moments .. M+@ Center 396.9 152.5 396.9 0.0 92.2 0.0 k-ft Deflection -0.684 M·@ Center -88.6 -88.6 0.0 -205.9 0.0 k-ft fb / Fb : % max 0.939 @ left 0.0 0.0 0.0 0.0 0.0 k-ft fv / Fv : % max 0.286 @ Right -88.6 -88.6 0.0 -205.9 0.0 k-ft Min. DL Defl Ratio = 1217.74 Shears ... @ Left 29.76 11.48 29.76 0.00 7.57 0.00 k Min. TL Defl Ratio = 352.98 @ Right 50.53 25.05 50.53 0.00 42.55 0.00 k Deflection .. @ Center -0.684 -0.260 -0.684 -0.260 -0.123 -0.260 in @Left 0.000 0.000 0.000 0.000 0.000 0.000 in @ Right 0.340 0.099 0.340 0.099 -0.047 0.099 in at 0.00 ft = 0.000 0.000 0.000 0.000 0.000 in Reactions @Left 29.76 11.48 29.76 11.48 7.57 11.48 k Reactions @ Right 97.09 43.24 68.72 43.24 71.61 43.24 k / (continued on next page .... ) V4.4D (cl 1983-96 ENERCALC KLT CONSULTING STRUCTURAL ENGINEER, KW0602483 KLT-CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE , N.EWPORT BEACH, CA 92660 TEL.<714)263-1308 FAX(714)263-1310 -) STEEL BEAM DESIGN CALLAWAY ( ..... continued) LL= 0.16 kif 111111111111111111111111111111111111111 J DL= 0.11 kl fJ II J JI II IJ IIIII Iii JIIIIIJ IIIIIIIIIJ lllll .Y.:,t_ .Y.:,t_ :,t_.:il r Oo NCO l r,:c-j -N II 11 II 11 II 11 ..J ..J ..J..J ..J..i CI..J Q..J Q ..J ' 1 t I 30.00 I 5.00 I -f-'E,·27 _ _) V4.4D (cl 1983-96 ENERCALC Date: 01/22/98 Page:4 ~:::: -~:;·:~~'.;. ";:·.:~~].a11110lll~mm~~l~1~. ·~1,w Vmex a 42.55 k~-po ~ 30.10 ft 42 ·]11111111111111111111n 111111~ Vmln• -54.44k1p• ... 29.96f~ 54 .4 4 1,..........., .............__111-11111111,-m 0. 2 DO~. ~ Dmax • 0.20 tn@ 35.00 ft L__ Dm1n • -0.54 tn@ 15.26 ft -0.54 ft 1-------f---+--+---+------+--o.o 5.7 11.6 17.5 23.4 29.3 35.0 KLT CONSULTING STRUCTURAL ENGINEER, KW0602483 ) ) _,. KLT -CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 TEL.<714)263-1308 FAX(714)263-1310 STEEL BEAM DESIGN CALLAWAY ----BEAM DATA---- Center Span Length 22.00 ft Left Cantilever 3.00 ft Right Cantilever 0.00 ft Unbraced Length 0.00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting with Short Term Fy 36 ksi Load Duration Factor 1.00 Beam End Fixity Pin:Pin AISC Section Section Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y Date: 01 /22/98 STEEL SECTION DATA / w24x55 (€} f /2.:; z Co 23.57 in lxx 0.395 in lyy 7.01 in Sxx 0.505 in Syy 16.20 in2 r:xx 55.00 # r:yy 1.68 in Page:J,,. 1350.00 in4 29.10 in4 114.55 in3 8.31 in3 9.129 in 1.340 in -----------------APPLIED LOADS-----------------> > All distances refer to left support,'.' identifies load as being on left cantilever. -----------------Concentrated Loads----------------- Dead Load Live Load Distance To Load 14.46 k 11.48 k 6.17 k 18.28 k -3.00 ft 4.00 ft -----------------Uniform Loads------------------ Dead Load Live Load Distance To Start Distance To End 0.53 k/ft 0.74 k/ft -3.00 ft 22.00 ft -----------------Trapezoidal Loads----------------- Live Load @ Left = 0.36 k/ft, @ Right 0.00 k/ft Start Location = 0.00 ft, End Location = 0.00 ft ------------------SUMMARY------------------ USING w24x55, Max Stress Ratio = 58.18 %, Min Defl. Ratio = 575.10 ------TABULAR SUMMARY OF LOAD COMBINATIONS------ Maximums ... Moment ..... Stress Shear ..... Stress Deflection Actual = 132.0 13.82 43.66 4.69 -0.294 fb / Fb : % max fv / Fv : % max Min. DL Oefl Ratio = Min. TL Oefl Ratio = V4.40 (cl 1983-96 ENERCALC Allowable 226.8 k-ft 23.76 ksi 134.07 k 14.40 ksi 0.582 0.326 3476.05 575.10 Moments .. Shears ... Deflection .. at M+@ Center M-@ Center @ Left @ Right @Left @ Right @ Center @ Left @ Right 0.00 ft Reactions @ Left Reactions @ Right Placed tor Max 132.0 43.66 19.21 -0.294 0.125 0.000 69.25 19.21 Dead Load + Loads Placed as follows DL LL LL+ST LL LL+ST Only @Cntr @Cntr @Cants @Cants 35.3 132.0 0.0 25.3 0.0 k-ft -46.0 -46.0 0.0 -67.9 0.0 k-ft -46.0 -46.0 0.0 -67.9 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 k-ft 17.92 43.66 0.00 24.47 0.00 k 6.43 19.21 0.00 5.44 0.00 k -0.076 -0.294 -0.076 -0.047 -0.076 in 0.017 0.125 0.017 -0.007 0.017 in 0.000 0.000 0.000 · 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 34.13 59.87 34.13 43.52 34.13 k 6.43 19.21 6.43 5.44 6.43 k (continued on next page .... ) KLT CONSULTING STRUCTURAL ENGINEER, KW0602483 KU -CUl\l~UL"t 11\IC, s·nwc-r URAL El\lGII\IEERS 3430 IRVINE AVENUE NEWPORT BEACH, CA 92660 . TH.(714)263-1308 FAX(714)263-1310 ·-=) STEEL BEAM DESIGN CALLAWAY { ..... continued} LL= 0.74 kif 111111111111111 IIIIIII I Ill Ill I IIIIIII II IDL= 0.53 kl f 11111111111111111111111111111 II ll 111111 ,),/.,),/. ,),/. ,),/. ~N ~l~ ,;t· ~ ID ~~ II 11 .J .J .J .J 0.J a .J ' t t I 3.00 I 22.00 I f-5 ~b ) _) V4.4D (c) 1983-96 ENERCALC Date: 01/22/98 Page:{; ::;:: ::~::·:;::. ':~:~:J.,q 1 ,.~l~ll1mruh1 .. •• ,.. -.. .... • -·00 .. "·:1 ~1 .. ~. Vmtn • -24.47 k1po <> ·0.10 ft l.n,1111~1, .................... -.......-............. ,..... ... ,,.....,111 .... 1111 ..... ,111 -24.47 ::;:: _:~::.: -.~~~:: _]'~_::_7_ ft l-----+---t,---1---+--+----I -5.0 I.I 5.5 9.5 13.7 17.9 22.0 KLT CONSULTING STRUCTURAL ENGINEER, KW0602483 KLT-CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE .NEWPORT BEACH, CA 92660 ·· TE;L.(714)263-1308 FAX(714)263-1310 · Date: 01/22/98 .-) STEEL BEAM DESIGN Page: 7 ' ) _) CALLAWAY ----BEAM DATA-------------STEEL SECTION DATA--------- w21x44 (~) (.-#-r~A-M,E) Center Span Length 20.25 ft Left Cantilever 0.00 ft Right Cantilever 0.00 ft Unbraced Length 0.00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting with Short Term Fy 36 ksi Load Duration Factor 1.00 BeanrEnd Fixity Pin:Pin AISC Section Section Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y 20.66 in lxx 0.350 in lyy 6.50 in Sxx 0.450 in Syy 13.00 in2 r:xx 44.14 # r:yy 1.57 in 843.00 in4 20.70 in4 81.61 in3 6.37 in3 8.053 in 1.262 in ----------------APPLIED LOADS----------------- -----------------Concentrated Loads----------------- Dead Load Live Load Distance To Load 6.60 k 4.68 k 11.50 ft -----------------Uniform Loads------------------ Dead Load Live Load Distance To Start Distance To End 0.11 k/ft 0.16 k/ft 0.00 ft 20.25 ft -----------------Trapezoidal Loads.----------------- Live Load @ Left = 0.36 k/ft, @ Right 0.00 k/ft Start Location = 0.00 ft, End Location = 0.00 ft SUMMARY USING w21x44, Max Stress Ratio = 49.69%, Min Def!. Ratio = 1155.60 TABULAR SUMMARY OF LOAD COMBINATIONS Maximums ... Actual Allowable Dead Load + Loads Placed as follows Moment 80.3 161.6 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress 11.81 23.76 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear 10.76 104.13 k ..... Stress 1.49 14.40 ksi Moments •. M+@ Center 80.3 40.3 80.3 0.0 0.0 0.0 k-ft Deflection -0.210 M-@ Center -0.0 0.0 0.0 0.0 0.0 k-ft fb I Fb : · % max 0.497 @ Left 0.0 0.0 0.0 0.0 0.0 k-ft fv I Fv : % max 0.103 @ Right 0.0 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio = 2383.48 Shears ... @ Left 10.44 4.37 10.44 0.00 0.00 0.00 k Min. TL Def! Ratio = 1155.60 @ Right 10.76 5.27 10.76 0.00 0.00 0.00 k Deflection .• @ Center -0.210 -0.102 -0.210 -0.102 0.000 0.000 in @ Left 0.000 0.000 0.000 0.000 0.000 0.000 in @ Right 0.000 0.000 0.000 0.000 0.000 0.000 in at 0.00 ft 0.000 0.000 0.000 0.000 0.000 in Reactions @ Left 10.44 4.37 10.44 4.37 0.00 0.00 k Reactions @ Right 10.76 5.27 10.76 5.27 0.00 0.00 k (continued on next page .... ) V4.4D (c) 1983-96 ENERCALC KLT CONSUL TING STRUCTURAL ENGINEER, KW0602483 KLT -CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVENUE , ~EWPORT BEACH, CA 92660 TEU714)263-1308 FAX(714)263-1310 -_.) . STEEL BEAM DESIGN . ·_) CALLAWAY ( ..... continued) LL= 0.16 klf II I I 111111111111111lll111111111111111111 DL= 0.11 kl tll 111111111111111111111111111!1111111111 f I ::l.::,t_ :J-; U 11 .J .J Cl .J 20.25 1 I ( fa/· .{fl.AM~) 1). t.. .rt¼ J I 1, )( "2. _;. /JO J L. !. . ~%' X-:,; ;..;&--.,1 ~ b.,o /A. I @ pD.'}f k rpL.. 4-. 7 D --F-fl...~A1 L -!=Al J-), V4.4D (cl 1983-96 ENERCALC -Date: 01/22/98 Page: )3 -.}:f 9 7 /2. / -.. -=~"-·· ...... -~:L.a~1~~~ ttmrn =-0.00 ft-k ~ 0.00 ft ~-·. ..~ "" . • .• " .. ~~m~11~n1unmumn1 Ymin • ·10.76 kip>~ 20.25 f~ IO?: 11111111111111111m11 Omax = 0.00 in tf!> 0.00 ft ~ ... -,.,., .. "·"" .... ~ ·OJ~ ft 1---+----+---+-+----t----l 0.0 3.3 6.7 10.1 t3.5 16.9 20.3 KLT CONSULTING STRUCTURAL ENGINEER, KW0602483 KLT . ' CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 Tel: (714) 263-1308 Fax: (714) 263-1310 ·.:5 PROJECT ______________ DATE ____ SHEET 9 OF __ . \ . .f .T ~ .. .,. SUBJECT--------------CALC. BY ____ JOB 9 7 /2.. I J p ~ : ., ( 0... = //. j'' ~ j ~-o.~ -=================== ~.,~ ~ I l/,, .o J /1:/- ::;. I o.o 3, ,v- µ( j,( 1l ) M1.. er-) ~ D. Jrj'v (i-19.J:"7) X b ., )( u>. "v,! ... :. ( ~ _(,.) 1 "'- ~ / ,~ = o.s1 (!-PA~7)-x 4-7 x Y!).1-1 -:, 1;. 2;-o k -_!_. · ~, ..,,. '1-<& 3 {? -L , -vo.~X11- '< -2--'1$"9"l---: J-.v1: t' C--L -l4J\/l... ~T CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Ne,uport Beach, CA 92660 • Tel: (714) 263-1308 Fax: (714) 263-1310 ~ PROJECT ______________ DATE _____ SHEET /Q ) -J OF __ SUBJECT ______________ CALC. BY ____ JOB '1?12} ~2< ,~< ·~ .r 1{}.07 fiJ .61 -----" 4-.,7 4-.~ I (~ ·76 ,"'--,.. ~-"1' K. ;.cy 'IA,. li1s ; ,u..o .. 4~4- /1.o:. 0·071.,,' 1 "4.... j<-1-·o. }( I 6 1/ .. ~ 1/2>' IA-- l/·b3''~ t f RoM C-.Af '5 fol?. p. C· C:. ~lk(:;r 2-3 c;,lo-i. 11-,i-.<Jt < o. &6 '>(_ ~b -x /.??? ::. 7/.b O /i0 n KLT CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Ne~port Beach, CA 92660 Tel: (714) 263-1308 Fax: (714) 263-1310 ~~) PROJECT ________________ DATE _____ SHEET // OF __ ' ) \ J SUBJECT _____________ _ CALC. BY ____ JOB 9 7 / 2... / 7 M $: ,u u. ~ ~4 t.;(9 : 0-0'1v . . ., vi,_ I l./..D • S> ~ 14-;.)1-£ ~ J""l---A I "l.-7 t4-.o I 1/o,,, l ?-)0 fa,, C) • Z t J II P.,1t}4 € R. T)/-.AJ 01<'6JINAL 1)-§$1(7J 0 -~ . TITLE 24 REPORT FOR: CALLAWAY GOLF COMPANY CARLSBAD, CA PROJECT DESIGNER: WARE & MALCOMB 18002 COWAN IRVINE, CA 92614 (714)660-9128 REPORT PREPARED BY: GLEN KUROMOTO TSUCHIYAMA & KAINO 17877 VON KARMAN AVE, SUITE 100 IRVINE, CA 92714 (714) 756-0565 Job Number: Date: 12/1/1997 The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, llc (415) 883-5900. 455/73-zt~ Table Of Contents for Title 24 Report Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Form ENV-1 Envelope Certificate of Compliance ....................... 3 Form ENV-2 Prescriptive Envelope Summary ............................ s Form ENV-3 Construction Assemblies 9 Form MECH-1 Mechanical Certificate of Compliance .................... 17 Form MECH-2 Prescriptive Mechanical Summary ......................... 23 Form MECH-3 Mechanical Equipment Summary ............................ 38 Form MECH-4 Mechanical Ventilation ........... ~ ...................... 39 ~CERTIFICATE OF COMPLIANCE -Envelope (part 1 of 2) Project Name: CALLAWAY GOLF COMPANY Address: CARLSBAD, CA Envelope Designer: WARE & MALCOMB Documentation: TSUCHIYAMA & KAINO ENV-1 page 3 of 39 Date: 12/1/1997 Building Permit No Checked by/ Date COMPLY 24 User 2945 GENERAL INFORMATION Date of Plans: Building Type: Non~esidential Building Conditioned Floor Area: 49517 sf Climate Zone: 7 Phase of Construction: O New Construction O Addition ~ Alteration Method of Envelope Compliance: Prescriptive -Overall Envelope STATEMENT OF COMPLIANCE . This Certificate of Compliance lists the Building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Calif- ornia Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR GLEN KUROMOTO (714) 756-0565 (Date) The Principal Envelope Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: 'XL I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted ~o perform. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ____ of the Code to sign this document as the person responsible for its preparation; and for the following reason: ______________ _ PRINCIPAL ENVELOPE DESIGNER ' WARE & MALCOMB ,,,----(714) 660-9128 (Signature) (Lie. #) (Date) ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: .. .~ ..... CERTIFICATE OF COMPLIANCE -Envelope (part 2 of 2) Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO OPAQUE SURFACES Assembly Name 8" Concrete Wall W/R-19 SPANDREL W/R-19 8 11 Concrete Wall R-19 Wall (W.19.2x6.16) CALLAWAY ROOF R-19 Roof Interior Airwall Hollow Metal Door FENESTRATION Frame Orient Panes Type ------------------ Front (N) 1 Metal Front (N) 1 Metal Front (NE) 1 Metal Le£t (E) 1 Metal Left (E) 1 Metal Right (W) 1 Metal Const Type Location/Comments None None None Wood Wood Wood None None Exterior Shade OH ----------------------- None N None y None N None N None y None N ENV-1 page 4 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Glazing Type Note to Field ----------------------- STOREFRONT VIS GLASS STOREFRONT VIS GLASS STOREFRONT VIS GLASS STOREFRONT VIS GLASS STOREFRONT VIS GLASS STOREFRONT VIS GLASS .. ~OVERALL ENVELOPE METHOD (part 1 of 4) Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO WINDOW AREA TEST A. Display Perimeter 0.0 ft X 6 ft= ENV-2 page 5 of 39 Date: 12/1/1997 COMPLY 24 User 2945 0.0 sf Display Area B. Gross Exterior Wall Area 26574.5 sf X 0.40 = 10629.8 sf 40% Area C. Gross Exterior Wall Area 26574.5 sf X 0.10 = 2657.4 sf Min Std Area D. Enter Larger of A or B 10629.8 sf Max Std Area E. Enter Proposed Window Area 3075.0 sf Proposed Area If Eis greater than Dor less than C, proceed to the next calculation for window area adjustment. 1. If Eis greater than D: D. Maximum Standard Area N/A 2. If Eis less than C: C. Minimum Standard Area N/A SKYLTGHT AREA TEST If not, go to part 2 of 4. I I E. Proposed Area N/A E. Proposed Area N/A = = Atrium Height 0.0 ft Window Adjustment Factor N/A Window Adjustment Factor N/A If Height< 55 ft If Height>= 55 ft Standard= 5% ----------+----------Standard= 10% I V A. Gross Exterior Roof Area 49517.O sf X 0.05 = 2475.9 sf Standard Area B. Enter Proposed Skylight Area 0.0 sf Proposed Area If the Proposed Skylight Area is greater than the Standard Skylight Area, proceed to the next calculation for the skylight area adjustment. If not got to part 2 of 4. 1. If Proposed Skylight Area> Standard Skylight Area: Standard Skylight Area N/A I Proposed Skylight Area N/A = Skylight Adjustment Factor N/A ~ ~ ,.,"' OVERALL ENVELOPE METHOD (part 2 of 4) ENV-2 page 6 of 39 --------------------------------------------------------------------------- Project Name: CALLA.WAY GOLF COMPANY Date: 12/1/1997 Documentation: TSUCHIYAMA & KAINO COMPLY 24 User 2945 --------------------------------------------------------------------------- OVERALL HEAT LOSS •'. -~- PROPOSED Adj. STANDARD Assembly Name Area HC U-Val UxA Area U-Val UxA --------------------------------------------------------- 8" Concrete Wall W/R-19 2091. 0 19.4 0.048 99.3 2091.0 0. 5·90 1442.8 R-19 Roof 1280.0 1.0 0.054 69.2 1280.0 0.078 99.8 8" Concrete Wall W/R-19 897.0 19.4 0.048 42.6 897.0 0.690 618.9 SPANDREL W/R-19 77.5 2.0 0.049 3.8 77.5 0.092 7.1 8 II Concrete Wall W/R-19 179.0 19.4 0.048 8.5 179.0 0.690 123.5 R-19 Roof 1020.9_ 1.0 0.054 55.2 1020.0 0.078 79.6 STOREFRONT VIS GLASS 189.0 N/A 0.900 170.1 189.0 1.230 232.5 STOREFRONT VIS GLASS 36.0 N/A 0.900 32.4 36.0 1.230 44.3 8 II Concrete Wall W/R-19 510.0 19.4 0.048 24.2 510.0 0.690 351.9 SPANDREL W/R-19 75.0 2.0 0.049 3.6 75.0 0.092 6.9 8" Concrete Wall W/R-19 127.5 19.4 0.048 6.1 127.5 0.690 88.0 8" Concrete Wall W/R-19 127.5 19.4 0.048 6.1 127.5 0.690 88.0 R-19 Roof 1846.0 1.0 0.054 99.8 1846.0 0.078 144.0 STOREFRONT VIS GLASS 90. Q" N/A -0 .900 81. 0 90.0 1.230 110.7 SPANDREL W/R-19 346.5 2.0 0.049 16.8 346.5 0.092 31. 9 SPANDREL W/R-19 165.0 2.0 0.049 8.0 165.0 0.092 15.2 R-19 Roof 200.0 1.0 0.054 10.8 200.0 0.078 15.6 STOREFRONT VIS GLASS 189.0 N/A 0.900 170.l 189.0 1.230 232.5 STOREFRONT VIS GLASS 90.0 N/A 0.900 81.0 90.0 1.230 110.7 SPANDREL W/R-19 247.5 2.0 0.049 12.0 247.5 0.092 22.8 SPANDREL W/R-19 165.0 2.0 0.049 8.0 165.0 0.092 15.2 R-19 Roof 170.0 1.0 0.054 9.2 170.0 0.078 13.3 STOREFRONT VIS GLASS 135.0 N/A 0.900 121.5 135.0 1.230 166.1 STOREFRONT VIS GLASS 90.0 N/A 0.900 81.0 90.0 1.230 110.7 SPANDREL W/R-19 792.0 2.0 0.049 38.4 792.0 0.092 72.9 R-19 Roof 1395.0 1.0 0.054 75.4 1395.0 0.078 108.8 STOREFRONT VIS GLASS 432.0 N/A 0.900 388.8 432.0 1.230 531.4 SPANDREL W/R-19 247.5 2.0 0.049 12.0 247.5 0.092 22.8 8 II Concrete Wall W/R-19 1560.0 19.4 0.048 74.1 1560.0 0.690 1076.4 R-19 Roof 3642.0 1.0 0.054 196.9 3642.0 0.078 284.1 STOREFRONT VIS GLASS 135.0 N/A 0.900 121.5 135.0 1.230 166.1 STOREFRONT VIS GLASS 396.0 N/A 0.900 356.4 396.0 1.230 487.l 8" Concrete Wall W/R-19 127.5 19.4 0.048 6.1 127.5 0.690 88.0 8 II Concrete Wall W/R-19 1843.0 19 .4 0.048 87.5 1843.0 0.690 1271.7 SPANDREL W/R-19 330.0 2.0 0.049 16.0 330.0 0.092 30.4 R-19 Roof 4100.0 1.0 0.054 221.7 4100.0 0.078 319.8 STOREFRONT VIS GLASS 324.0 N/A 0.900 291.6 324.0 1.230 398.5 STOREFRONT VIS GLASS 180.0 N/A 0.900 162.0 180.0 1.230 221.4 SPANDREL W/R-19 165.0 2,0 0.049 8.0 165.0 0.092 15.2 SPANDREL W/R-19 577.5 2.0 0.049 28.0 577.5 0.092 53.1 R-19 Roof 420.0 1.0 0.054 22.7 420.0 0.078 32.8 STOREFRONT VIS GLASS 90.0 N/A 0.900 81. 0 90.0 1.230 110.7 STOREFRONT VIS GLASS 315.0 N/A 0.900 283.5 315.0 1.230 387.5 8" Concrete Wall W/R-19 535.5 19.4 0.048 25.4 535.5 0.690 369.5 8" Concrete Wall W/R-19 723.0 19.4 0.048 34.3 723.0 0.690 498.9 R-19 Roof 714.0 1.0 0.054 38.6 714.0 0.078 55.7 STOREFRONT VIS GLASS 144.0 N/A 0.900 129.6 144.0 1.230 177.1 '- "- 8" Concrete Wall 1199.0 18.7 0.671 804.7 1199.0 0.690 827.3 -<-"' 8" Concrete Wall 2703.0 18.7 0.671 1814.1 2703.0 0.690 1865.1 CALLAWAY ROOF 6235.0 8.2 0.287 1791.5 6235.0 0.078 486.3 8 II Concrete Wall 634.0 18.7 0.671 425.5 634.0 0.690 437.5 811 Concrete Wall 3594.0 18.7 0.671 2412.1 3594.0 0.690 2479.9 CALLAWAY ROOF 7420.0 8.2 0.287 2132.0 7420.0 0.078 578.8 811 Concrete Wall 1198.0 18.7 0.671 804.0 1198.0 0.690 826.6 CALLAWAY ROOF 6235.0 8.2 0.287 1791.5 6235.0 0.078 486.3 CALLAWAY ROOF 7420.0 8.2 0.287 2132.0 7420.0 0.078 578.8 8 II Concrete Wall 1725.0 18.7 0.671 1157.7 1725.0 0.690 1190.2 CALLAWAY ROOF 7420.0 8.2 0.287 2132.0 7420.0 0.078 578.8 STOREFRONT VIS GLASS 240.0 N/A 0.900 216.0 240.0 1.230 295.2 ------------ Total 21533.3 Total 21582.0 ** OVERALL HEAT LOSS COMPLIES PROPOSED UA <= STANDARD UA ** ~OVERALL ENVELOPE METHOD (part 3 of 4) Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO OVERALL HEAT GAIN PROPOSED Glazing WF Area SC H ------------------------ East 1.02 189.0 0.27 North 0.34 36.0 0.27 North 0.34 90.0 0.27 North 0.34 189.0 0.27 North 0.34 90.0 0.27 West 1.34 135.0 0.27 North 0.34 90.0 0.27 14.0 North 0.34 432.0 0.27 14.0 East ;I.. 02 135.0 0.27 14.0 North 0.34 396.0 0.27 North 0.34 324.0 0.27 North 0.34 180. o: 0. 27 North 0.34 90.0 0.27 West 1.34 315.0 0.27 West 1~34 144.0 0.27 East 1.02 240.0 0.27 ** OVERALL HEAT GAIN COMPLIES ENV-2 page 7 of 39 V OHF Total ------ 52.1 3.3 8.3 17.4 8.3 48.8 6.1 1.00 8.3 9.1 0.90 35.8 6.1 0.43 16.0 36.4 29.7 16.5 8.3 114.0 52.1 66.1 ------ Total 525.0 PROPOSED.HG Date: 12/1/1997 COMPLY 24 User 2945 STANDARD Area RSHG Total ------------- 189.0 0.71 136. 9 36.0 0.94 11.5 90.0 0.94 28.8 189.0 0.94 60.4 90.0 0.94 28.8 135.0 0.71 128.4 90.0 0.94 28.8 432.0 0.94 138.1 135.0 0.71 97.8 396.0 0.94 126.6 324.0 0.94 103.6 180.0 0.94 57.5 90.0 0.94 28.8 315.0 0.71 299.7 144.0 0.71 137.0 240.0 0.71 173.8 ------- Total 1586.3 <= STANDARD HG** ~OVERALL ENVELOPE METHOD (part 4 of 4) Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO Window Area Adjustment Calculations ENV-2 page 8 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Adjusted Gross Door Window Adjust Window Wall Wall Name SOUTH EAST-1 EAST-2 NORTH NORTH-1 NORTH-2 EAST Dir Area Area Area Factor Area Area WEST NORTHEAST NORTH WEST NORTH NORTH EAST NORTH WEST NORTH 1 NORTH 2 NORTH WEST NORTH WEST WEST WALL SOUTH WALL EAST SOUTH 1 WEST WALL EAST WALL S 2091.0 E 1086.0 E 77.5 N 215.0 N 510.0 N 165.0 E 127.5 W 127.5 N 535.5 N 255.0 W 382.5 N 255.0 N 1224.0 E 382.5 N 1956.0 W 127.5 N 2167.0 N 510.0 N 255.0 W 892.5 N 535.5 W 867.0 W 1199.0 S 2703.0 E 655.0 S 4110.0 W 1198.0 E 1965.0 TOTALS 26574.5 Skylight Area Adjustment Calculations Roof Name ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF Gross Dir Area H 1280.0 H 1020.0 H 1846.0 H 200.0 H 170.0 H 1395.0 H 3642.0 H 4100.0 H 420.0 H 714.0 21. 0 516.0 0.0 189.0 0.0 36.0 0.0 90.0 0.0 0.0 189.0 -90.0 135.0 90.0 432.0 135.0 396.0 0.0 324.0 180.0 90.0 315.0 0.0 144.0 0.0 0.0 0.0 0.0 0.0 240.0 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1. 0000 1.0000 1.0000 1.0000 0.0 189.0 0.0 36.0 0.0 90.0 0.0 0.0 189.0 90.0 135.0 90.0 432.0 135.0 396.0 0.0 324.0 180.0 90.0 315.0 0.0 144.0 0.0 0.0 0.0 0.0 0.0 240.0 2091.0 897.0 77.5 179.0 510.0 75.0 127.5 127.5 346.5 165.0 247.5 165.0 792.0 247.5 1560.0 127.5 1843.0 330.0 165.0 577.5 535.5 723.0 1199.0 2703.0 634.0 3594.0 1198.0 1725.0 537.0 3075.0 3075.0 22962.5 Adjusted Skylt Adjust Skylt Roof Area Factor Area Area 0.0 0.0000 0.0 0.0000 0.0 0.0000 0.0 0.0000 0.0 0.0000 0.0 0.0000 0.0 0.0000 0.0 0.0000 0.0 0.0000 0.0 0.0000 0.0 1280.0 0.0 1020.0 0.0 1846.0 0.0 200.0 0.0 170.0 0.0 1395.0 -0.0 3642.0 0.0 4100.0 0.0 420.0 0.0 714.0 "- ROOF H 6235.0 0.0 0.0000 0.0 6235.0 <1:.' ROOF H 7420.0 0.0 0.0000 0.0 7420.0 ROOF H 6235.0 0.0 0.0000 0.0 6235.0 ROOF H 7420.0 0.0 0.0000 0.0 7420.0 ROOF H 7420.0 0.0 0.0000 0.0 7420.0 ----------------------- TOTALS 49517.0 0.0 0.0 49517.0 ,,. ' PROPOSED CONSTRUCTION ASSEMBLY Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components ENV-3 page 9 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Assembly Name: 8" Concrete Wall W/R-19 Assembly Type: Wall Assembly Tilt: 61 deg (Tilted Up) Framing Material: None Framing Spacing: "O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness:-Concrete, Asph. Shingles Th Fr (in) R-Value Cavity Frame --------------------------------------------------------------------------- Outside Air Film 1. Concrete, 140 lb, Not Dried 2. Insulation, Mineral Fiber, R-19 3. Gypsum or Plaster Board 4. 5. 6. 7 . 8 . 9. Inside Air Film 8.000 6.000 0.625 0.17 0.64 19. 00. 0.56 Unadjusted R-Values 0.68 21.05 ADJUSTMENT FOR FRAMING (1 /21.05) X (1.00) + (1 /21.05) X (0.00) Weight: Heat Capacity: 96.2 lb/sqft 19.39 = 0.048 TOTAL U-VALUE = TOTAL R-VALUE = 0.17 0.64 19.00 0.56 0.68 21.05 0.048 ===== 21.05 ---------- ' ~ PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 10 of 39 --------------------------------------------------------------------------- Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Constr~ction Components Outside Air Film 1. Architectural Glass 2. Insulation, Mineral Fiber, R-19 3. Gypsum or Plaster Board 4. 5. 6 . 7 . 8 . 9 . Inside Air Film Date: 12/1/1997 COMPLY 24 User 2945 Assembly Name: SPANDREL W/R-19 Assembly Type: Wall Assembly Tilt: 61 deg (Tilted Up) Framing Material: None Framing Spacing: "O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness:.Concrete, Asph. Shingles Th Fr (in) 0.500 6.000 0.625 R-Value Cavity Frame 0.17 0.20 19.00 0.56 0.17 0.20 19.00 0.56 Unadjusted R-Values 0.68 20.61 0.68 20.61 ADJUSTMENT FOR FRAMING (1 /20.61) X (1.00) + (1 /20.61) X (0.00) Weight: Heat Capacity: 9.3 lb/sqft 2.01 = 0.049 TOTAL U-VALUE = 0.049 ---------- TOTAL R-VALUE = 20.61 ===== ' ._. PROPOSED CONSTRUCTION ASSEMBLY Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Concrete, 140 lb, Not Dried 2. 3. 4. 5. 6. 7. 8 . 9. Inside Air Film ENV-3 page 11 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Assembly Name: 8 11 Concrete Wall Assembly Type: Wall Assembly Tilt: 61 deg (Tilted Up} Framing Material: None Framing Spacing: "O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th Fr (in} 8.000 R-Value Cavity Frame 0.17 0.64 0.17 0.64 Unadjusted R-Values 0.68 1.49 0.68 1.49 ADJUSTMENT FOR FRAMING (1 / 1.49) X (1.00) + (1 / 1.49) X (0.00} = 0.671 Weight: Heat Capacity: 93.3 lb/sqft 18.67 TOTAL U-VALUE = 0.671 ---------- TOTAL R-VALUE = 1.49 ===== ~ ' • ~ PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 12 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Stucco 2. Membrane, Vapor-Permeable Felt Assembly Name: R-19 Wall (W.19.2x6.16) Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Wood Framing Spacing: II 0.C. Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: .Stucco, Wood Shingles Th R-Value Fr (in) Cavity Frame 0.17 0.17 0.875 0.17 0.17 0.010 0.06 0.06 3. Insulation, Mineral Fiber, R~17.8 4. Gypsum or Plaster Board * 5.500 0.500 17.80 5.45 0.45 0.45 5. 6. 7. 8. 9. Inside Air Film . ADJUSTMENT FOR FRAMING Unadjusted R-Values 0.68 19.33 (1 /19.33) X (0.85) + (1 / 6.98) X (0.15) = 0.065 Weight: Heat Capacity: 13.2 lb/sqft 3.23 TOTAL U-VALUE = TOTAL R-VALUE = 0.68 6.98 0.065 ---------- 15.28 ---------- ~ PROPOSED CONSTRUCTION ASSEMBLY Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO COMPONENT DESCRIPTION Sketch of Con~truction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Roofing, Asphalt Shingles 2. Membrane, Vapor-Permeable 3 . Plywood 4. Air Space 5. 6 . Gypsum or Plaster Board 7 . 8 . 9 . Inside Air Film Felt ENV-3 page 13 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Assembly Name: CALLAWAY ROOF Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: II 0.C. Framing Percent: 10.0 % Absorptivity: O·. 70 Roughness:_Concrete, Asph. Shingles Th Fr (in) 0.250 0.010 0.500 * 60.000 0.500 R-Value Cavity Frame 0.17 0.17 0.44 0.44 0.06 0.06 0.62 0.62 0.80 59.40 0.45 0.45 0.61 0.61 Unadjusted R-Values 3.15 61.75 ADJUSTMENT FOR FRAMING ( 1 / 3 . 15) X ( 0 . 9 0) + ( 1 / 61 . 7 5) X ( 0 . 10) Weight: Heat Capacity: 22.5 lb/sgft 8.22 = 0.287 TOTAL U-VALUE = 0.287 ---------- TOTAL R-VALUE = 3.48 ===== ~-PROPOSED CONSTRUCTION ASSEMBLY Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film ENV-3 page 14 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Assembly Name: R-19 Roof Assembly Type:-Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: " 0. C. Framing Percent: 10.0 % Absorptivity: ·o.70 Roughness: .Concrete, Asph. Shingles Th Fr ( in) R-Value Cavity Frame 1. Fiber Board, Regular Density Sheathing 2. 0.17 0.25Q 0.66 0.17 0.66 3. 4. Air Space 5. Insulation, Mineral Fiber, R--19 6. 7. 8. 9. Inside .Air Film * 1.250 0.75 * 6.000 19.00 Unadjusted R-Values 0.61 21.19 ADJUSTMENT FOR FRAMING (1 /21.19) X (0.90) + (1 / 8.62) X (0.10) Weight: Heat Capacity: 2.8 lb/sqft 0.98 = 0.054 TOTAL U-VALUE = TOTAL R-VALUE = 1.24 5.94 0.61 8.62 0.054 ---------- 18.49 ---------- ' ' < ~ PROPOSED CONSTRUCTION ASSEMBLY Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. 2. 3. 4. 5. 6 . 7 . 8 . 9. Inside Air Film ENV-3 page 15 of 39 Date: -12/1/1997 COMPLY 24 User 2945 Assembly Name: Interior Airwall Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: None Framing Spacing: "O.C. Framing Percent: 0.0 % Absorptivity: 0.00 Roughness:_Stucco, Wood Shingles Th Fr ( in) R-Value Cavity Frame 0.17 0.17 0.68 0.68 Unadjusted R-Values 0.85 0.85 ADJUSTMENT FOR FRAMING (1 / 0.85) X (1.00) + (1 / 0.85) X (0.00) Weight: Heat Capacity: 0.0 lb/sqft 0.00 = 1.176 TOTAL U-VALUE = 1.176 ===== TOTAL R-VALUE = 0.85 ---------- ,'PROPOSED CONSTRUCTION ASSEMBLY Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO COMPONENT DESCRIPTION -_ · Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Steel 2. Air Space 3. Steel 4. 5. 6. 7 . 8. 9 • Inside Air Film ENV-3 page 16 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Assembly Name: Hollow Metal Door Assembly Type: Door Assembly Tilt: 90 deg (Vertical) Framing Material: None Framing Spacing: 11 O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Th Fr (in) R-Value 0.001 1.750 0. 0.01 Cavity Frame 0.17 0.00 0.87 0.00 0.17 0.00 0.87 0.00 Unadjusted R-Values 0.68 1. 72 0.68 1.72 ADJUSTMENT FOR FRAMING (1 / 1.72) X (1.00) + (1 / 1.72) X (0.00) Weight: Heat Capacity: 0.1 lb/sqft 0.01 = 0.581 TOTAL U-VALUE = 0.581 ===== TOTAL R-VALUE = 1.72 ===== ,'CERTIFICATE OF COMPLIANCE -Mechanical (part 1 of 6) Project Name: Cl'~LLAWAY GOLF COMPANY MECH-1 page 17 of 39 Date: 12/1/1997 Address: CARLSBAD, CA Mechanical Building Permit No Designer: TSUCHIYAMA & KAINO Checked by/ Date COMPLY 24 User 2945 Documentation: TSUCHIYAMA & KAINO GENERAL INFORMATION Date of Plans: Building Conditioned Floor Area: 49517 sf Climate Zone: 7 Building Type: Nonresidential Phase of Construction: O New Construction O Addition KAlteration Method of Mechanical Compliance: Prescriptive Proof of Envelope Compliance: O Previous Permit )«(compliance Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the Building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Calif- ornia Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR GLEN KUROMOTO l1:-(-11 (714) 756-0565 (Signature) (Date) The Principal Mechanical Designer hereby certifies that the proposed build- ing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed Building has been designed to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: 0 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer mechanical engineer or architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this d9cument as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. o I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ____ of the Code to sign this document as the person responsible for its preparation; and for-the following reason: ______________ _ PRINCIPAL MECHANICAL DESIGNER ~'TSUCHIYAMA & KAINO (714) 756-0565 (Lie. #) (Date) MECHANICAL MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: \lll·O. \ ~ CERTIFICATE OF COMPLIANCE -Mechanical (part 2 of 6) Project Name :. CALLAWAY GOLF COMPANY MECH-1 page 18 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Documentation: TSUCHIYAMA & KAINO SYSTEM FEATURES Zone Name Time Control Setback Control #of Isolation Zones HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model ·Zone Name Time Control Setback Control #of Isolation Zones HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables Time Control S:Prog Switch O:Occ Sensor M:Man Timer AC-1 (CALL-1) s s~~ack n/a n/a . Constant Volume n/a n/a Constant Temp Constant Temp 6' No Economizer 192 Gas Furnace CARRIER 48HJE004 DX CARRIER 48HJE004 AC-3 (CALL-3) ~ Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp e, No Economizer 277 G~s Furnace CARRIER 48HJD005 DX CARRIER 48HJD005 Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural AC-2 (CALL-2) '? Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp C.onstant Temp e, No Economizer 153 Gas Furnace CARRIER 48HJE004 DX CARRIER 48HJE004 AC-4 (CALL-4) s Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp e, No Economizer 30 Gas Furnace CARRIER 48HJE004 DX CARRIER 48HJE004 OA Damper A:Auto G:Gravity Note to Field ' ' CERTIFICATE OF COMPLIANCE -Mechanical (part 3 of 6) Project Name: CALLAWAY GOLF COMPANY MECH-1 page 19 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Documentation: TSUCHIYAMA & KAINO ---------------------~----------------------------------------------------- SYSTEM FEATURES Zone Name Time Control Setback Control #of Isolation Zones HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type· Make & Model No. Cool Equip Type Make and Model Zone Name Time Control Setback Control #of Isolation Zones HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables Time Control S:Prog Switch O:Occ Sensor M:Man Timer AC-5 (CALL-5) $ Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp b G No Economizer 26 Gas Furnace CARRIER ~aHJR004 DX CARRIER 48HJE004 AC-7 (CALL-7) 2 Setback n/a n/a · n/a Constant Volume n/a n/a Constant Temp Constant Temp ~ AC-6 (CALL-6) 'S Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp e, No Economizer 209 Gas Furnace CARRIRR 48HJD00S DX CARRIER 48HJD005 AC-8 (CALL-8) <$, Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp -e, Fixed Enth (Integrated) 1821 Fixed Enth (Integrated) 615 Gas Furnace CARRIER 48HJD008 DX CARRIER 48HJD008 Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural Gas Furnace CARRIER 48HJD009 DX CARRIER 48HJD009 OA Damper A:Auto G:Gravity Note to Field CERTIFICATE OF COMPLIANCE -Mechanical (part 4 of 6) Project Name: CALLAWAY GOLF COMPANY MECH-1 page 20 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Documentation: TSUCHIYAMA & KAINO SYSTEM FEATURES Zone Name Time Control Setback Control #of Isolation Zones HP Thermostat Electric Heat · Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Zone Name Time -Control Setback Control #of Isolation Zones HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables Time Control S:Prog Switch O:Occ Sensor M:Man Timer AC-9 (CALL-9) ~ Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp e, No Economizer 63 Gas Furnace CARRIER 48HJE004 DX CARRIER 48HJE004 AC-llA (CALL-llA) :6 Setback n/a n/a · n/a Constant Volume n/a n/a Constant Temp Constant Temp e, G AC-10 (CALL-10) s Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp ·~ No Economizer 107 Gas Furnace CARRIER 48HJE004 DX CARRIER 48HJE004 AC-12A (CALL-12A) -$ Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp e, Fixed Enth (Integrated) 935 Fixed Enth (Integrated) 1113 Gas Furnace CARRIER 48HJD012 DX CARRIER 48HJD012 Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural Gas Furnace CARRIER 48HJD012 DX CARRIER 48HJD012 OA Damper A:Auto G:Gravity Note to Field .. ' CERTIFICATE OF COMPLIANCE -Mechanical (part 5 of 6) MECH-1 page 21 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SYSTEM FEATURES Zone Name Time Control Setback Control #of Isolation Zones HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make &.Model No. Cool Equip Type Make and Model Zone Name Time Control Setback Control #of Isolation Zones HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables Time Control S:Prog Switch O:Occ Sensor M:Man Timer AC-llB (CALL-llB) €, Setback n/a n/a :q,/a Constant Volume n/a n/a Constant .Temp Constant Temp e, e, . Fixed Enth 1Integrated) 935 Gas Furnace CARRIER 48HJD008 DX CARRIER 48HJD008 AC-12C (CALL-12C) $ Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp e, Fixed Enth (Integrated) 1113 Gas Furnace CARRIER 48HJD012 DX CARRIER 48HJD012 AC-12B (CALL-12B) "b Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp e, G Fixed Enth (Integrated) 1113 Gas Furnace CARRIER 48HJD008 DX CARRIER 48HJD008 Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural OA Damper A:Auto G:Gravity Note to Field --.' CERTIFICATE OF COMPLIANCE -Mechanical (part 6 of 6) Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO DUCT INSULATION System Name CARRIER 48HJE004 CARRIER 48HJE004 CARRIER 48HJD005 CARRIER 48HJE004 CARRIER 48HJE004 CARRIER 48HJD005 CARRIER 48HJD008 CARRIER 48HJD009 CARRIER 48HJE004 CARRIER 48HJE004 CARRIER 48HJD012 CARRIER 48HJD012 CARRIER 48HJD008 CARRIER 48HJD008 CARRIER 48HJD012 Type Duct Location Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Atti·c Heating Ducts in Attic Cooling.Ducts in Attic Heating Ducts in Attic . ·-Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic -Heating Ducts.in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic Heating Ducts in Attic Cooling Ducts in Attic PIPE INSULATION rnsul System Name Pipe Type Required Domestic Hot Water ft>/ N NOTES TO FIELD -For Building Department Use Only MECH-1 page 22 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Duct Tape Insul Note to Allowed R-Val Field y / y / N y / N y / N y / N y / N y / N y / N y / N y / N y / N y / N y / N y / N y / N y / N y / N y / y / N y / N y / N y / N y / N y / N y / y / y / y / y / y / 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 Note to Field .._, MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO MECH-2 page 23 of 39 Date: 12/1/1997 COMPLY 24 User 2945 SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING ZONES SERVED BY SYSTEM CALL-1 CALL-13 PEAK (Jan 12am) (Jan 12am) TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 15096 Return Air Lighting Gain Supply/Return Fan Gain: . CFM) TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity Btu/hr ------- 5730 0 ------- 5730 573 553428 O· ------- 559731 1.43 800416 59040 ( AC-1 (CALL-1) CARRIER 48HJE004 CARRIER 48HJE004 HEATING 38 F PEAK (Aug 12am) (Aug 12am) 15096 CFM) 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F Btu/hr -------- 13240 0 -------- 13240 1324 -3255 0 0 -------- 11309 1.21 13683 -56967 68 F Btu/hr 3264 0 3264 144666 147930 205395 If Line 3-C > Line 3-B, Explain: ___________________ _ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 1 X 1.50 I (0.80 X 0.95] = 1.97 X 746 = 1472 900 ---------------- Totals 1.97 1472 900 FAN POWER DEMAND 1472 watts/ 900 cfm = 1.636 watts/cfm MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING MECH-2 page 24 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-2 (CALL-2) CARRIER 48HJE004 CARRIER 48HJE004 HEATING 38 F 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 F ZONES SERVED BY SYSTEM CALL-2 PEAK (Jan 12am) Btu/hr 10626 10626 1063 5609 PEAK (Aug 2pm) Btu/hr 16923 16923 1692 1270 0 0 Btu/hr 2101 21oi TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 153 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity If Line 3-C > Line 3-B, Explain: FAN POWER CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 X 1.50 I 0 17298 1.43 24736 59040 1,IMtr.~"t" Efficiency Motor Drive ---------- [O. 80 X 0. 95] Totals 153 CFM) Peak HP ----- = 1.97 ----- 1.97 X 19886 1.21 24062 25779 Conv Peak Fact Watts ----- 746 = 1472 ----- 1472 FAN POWER DEMAND 1472 watts/ 900 cfm = 1.636 watts/cfm 1424 3525 11002 Supply CFM ------ 900 ------ 900 MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING Btu/hr ------- MECH-2 page 25 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-3 (CALL-3) CARRIER 48HJD005 CARRIER 48HJD005 HEATING 38 F PEAK 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 F Btu/hr -------- ZONES SERVED BY SYSTEM CALL-3 PEAK (Jan 12am) 7507 (Aug 2pm) 22612 Btu/hr 4135 4135 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 277 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity FAN POWER CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 x·1.50 I ------- 7507 751 10151 0 ------- 18409 1.43 26325 59040 Efficiency Motor Drive ---------- [O. 80 X 0.90] Totals 277 CFM) Peak HP ----- = 2.08 X ----- 2.08 -------- 22612 2261 2299 0 0 -------- 27172 1.21 32878 34624 Conv Peak Fact Watts ----- 746 = 1554 ----- 1554 FAN POWER DEMAND 1554 watts/ 950 cfm = 1.636 watts/cfm 2577 6712 12924 Supply CFM ------ 950 ------ 950 -~' - MECHANICAL SIZING AND FAN POWER MECH-2 page 26 of 39 --------------------,------------------------------------------------------Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR·Carlsbad 2. SIZING Btu/hr ------- Date: 12/1/1997 COMPLY 24 User 2945 AC-4 (CALL-4) CARRIER 48HJE004 CARRIER 48HJE004 HEATING 38 F PEAK 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 F Btu/hr -------- ZONES SERVED BY SYSTEM CALL-4 PEAK (Jan 12am) 9749 (Aug 2pm) 6846 Btu/hr 510 510 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 30 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity FAN POWER CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 X 1.50 I ------- 9749 975 1100 0 ------- 11824 1.43 16908 59040 Efficiency Motor Drive ---------- [O. 80 X 0.95] Totals 30 CFM) Peak HP ----- = 1.97 ----- 1. 97 X -------- 6846 685 249 0 0 -------- 7780 1.21 9413 26556 Conv Peak Fact Watts ----- 746 = 1472 ----- 1472 FAN POWER DEMAND 1472 watts/ 900 cfm = 1.636 watts/cfm 279 789 9788 Supply CFM ------ 900 ------ 900 MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING Btu/hr ------- MECH-2 page 27 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-5 (CALL-5) CARRIER 48HJE004 CARRIER 48HJE004 HEATING 38 F PEAK 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 F Btu/hr -------- ZONES SERVED BY SYSTEM CALL-5 PEAK (Jan 12am) 7878 (Aug 5pm) 7981 Btu/hr 433 433 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( Return Air Lighting Gain Supply/Return Fan Gain: 25 CFM) TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity ------- 7878 788 935 0 ------- 9601 1.43 13729 59040 25 CFM) -------- 7981 798 192 0 0 -------- 8972 1.21 10856 26624 238 671 9832 If Line 3-C > Line 3-B, Explain: 't,\\.l~l.,L-&'0, l)\'\Ai A\'All,A-(!,U:7 -r~ '&ftt-Cl~1 ~LlV\i::::, U'/40, FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM . ~--------------------------------------------------- Supply Fan 1 X 1.50 I [O. 80 X 0.95] = 1.97 X 746 = 1472 900 ---------------- Totals 1.97 1472 900 FAN POWER DEMAND 1472 watts/ 900 cfm = 1.636 watts/cfm MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING Btu/hr ------- MECH-2 page 28 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-6 (CALL-6) CARRIER 48HJD005 CARRIER 48HJD005· HEATING 38 F PEAK 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 F Btu/hr --------ZONES SERVED BY SYSTEM CALL-6 PEAK (Jan 12am) 17090 (Aug 2pm) 21740 Btu/hr 3557 3557 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 209 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity FAN POWER CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 X 1.5'0 I ------- 17090 1709 7671 0 ------- 26470 1.43 37852 59040 Efficiency Motor Drive ---------- [O. 80 X 0.90] Totals 209 CFM) Peak HP ----- = 2.08 X ----- 2.08 -------- 21740 2174 1737 0 0 -------- 25651 1.21 31038 35181 Conv Peak Fact Watts ----- 746 = 1554 ----- 1554 FAN POWER DEMAND 1554 watts/ 950 cfm = 1.636 watts/cfm 1947 5504 12070 Supply CFM ------ 950 ------ 950 ' ' MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING Btu/hr ------- MECH-2 page 29 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-7 (CALL-7) CARRIER 48HJD008 CARRIER 48HJD008 HEATING 38 F PEAK 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 ·F Btu/hr -------- ZONES SERVED BY SYSTEM CALL-7 PEAK (Jan 12am) 25873 (Aug 2pm) 52872 Btu/hr 13267 13267 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 780 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity FAN POWER CONSUMPTION No. Fan Description Sys Supply Fan 1 X BHP ----- 3.00 I ------- 25873 2587 28611 0 ------- 57071 1.43 81612 102500 Efficiency Motor Drive ---------- (0. 81 X 0.90] Totals 780 CFM) Peak HP ----- = 4.12 X ----- 4.12 -------- 52872 5287 6480 0 0 -------- 64639 1.21 78213 77096 Conv Peak Fact Watts ----- 746 = 3070 ----- 3070 FAN POWER DEMAND 3070 watts I 3120 cfm = 0.984 watts/cfm 7262 20529 16745 Supply CFM ------ 3120 ------ 3120 MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING Btu/hr ------- MECH-2 page 30 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-8 (CALL-8) CARRIER 48HJD009 CARRIER 48HJD009 HEATING 38 F PEAK 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 F Btu/hr -------- ZONES SERVED BY SYSTEM CALL-8 PEAK (Jan 12am) 26687 (Aug 2pm) 53702 Btu/hr 10455 10455 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 615 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/warmup Fae.tor B. Maximum Adjusted Load C. Installed Equipment Capacity FAN POWER CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 X 3.00 I ------- 26687 2669 22.546 0 ------- 51902 1.43 74220 102500 Efficiency Motor Drive ---------- [O. 81 X 0. 90] Totals 615 CFM) Peak HP ----- = 4.12 X ----- 4.12 -------- 53702 _ 5370 5106 0 0 -------- 64178 1.21 77656 87210 Conv Peak Fact Watts ----- 746 = 3070 ----- 3070 FAN POWER DEMAND 3070 watts/ 3120 cfm = 0.984 watts/cfm 5723 16178 15947 Supply CFM ------ 3120 ------ 3120 ; " MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO MECH-2 page 31 of 39 Date: 12/1/1997 COMPLY 24 User 2945 --------------------------------------------------------------------------- SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING ZONES SERVED BY SYSTEM CALL-9 PEAK (Jan 12am) TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 63 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity FAN POWER CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 X 1.50 I Btu/hr ------- AC-9 (CALL-9) CARRIER 48HJE004 CARRIER 48HJE004 1 COINCIDENT 50 % HEATING 38 F COOLING SENSIBLE LATENT 83 F 68 F PEAK Btu/hr -------- 14390 (Aug 5pm) 17467 Btu/hr 1071 1071 ------- 14390 1439 2310 0 ------- 18139 1.43 25938 59040 Efficiency Motor Drive ---------- [O. 80 X 0.95] Totals 63 CFM) Peak HP ----- = 1.97 ----- 1.97 X -------- 17467 1747 476 0 0 -------- 19689 1.21 23824 26387 Conv Peak Fact Watts ----- 746 = 1472 ----- 1472 588 1659 10202 Supply CFM ------ 900 ------ 900 FAN POWER DEMAND 1472 watts/ 900 cfm = 1.636 watts/cfm ., MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING Btu/hr ------- MECH-2 page 32 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-10 (CALL-10) CARRIER 48HJE004 CARRIER 48HJE004 HEATING 38 F PEAK 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 F Btu/hr -------- ZONES SERVED BY SYSTEM CALL-10 PEAK (Jan 12am) 7752 (Aug 4pm) 12294 Btu/hr 1821 1821 TOTAL ZONE LOAD Duct Gains & Losses-: Ventilation: ( 107 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity FAN POWER CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 X 1.50 I ------- 7752 775 3926 0 ------- 12454 1.43 17809 59040 Efficiency Motor Drive ---------- (0. 80 X 0. 95] Totals 107 CFM) Peak HP ----- = 1.97 X ----- 1.97 -------- 12294 1229 889 0 0 -------- 14413 1.21 17439 26069 Conv Peak Fact Watts ----- 746 = 1472 ----- 1472 FAN POWER DEMAND 1472 watts/ 900 cfm = 1.636 watts/cfm 997 2818 10548 Supply CFM ------ 900 ------ 900 "' ' ' MECHANICAL SIZING AND FAN POWER MECH-2 page 33 of 39 --------------------------------------------------------------------------- Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING Btu/hr ------- Date: 12/1/1997 COMPLY 24 User 2945 AC-llA (CALL-llA) CARRIER 48HJD012 CARRIER 48HJD012 HEATING 38 F PEAK 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 F Btu/hr --------ZONES SERVED BY SYSTEM CALL-llA PEAK (Jan 12am) 149951 (Aug 2pm) 159749 Btu/hr 15899 15899 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 935 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity ------- 149951 14995 34287 0 ------- 199233 1.43 284903 147600 935 CFM) --------- 159749 15975 7765 0 0 -------- 183489 1.21 222022 108423 8703 24602 18468 If Line 3-C > Line 3-B, Explain: ___________________ _ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 1 X 4.50 I [O. 82 X 0.90] = 6.10 X 746 = 4549 4000 ---------------- Totals 6.10 4549 4000 FAN POWER DEMAND 4549 watts/ 4000 cfm = 1.137 watts/cfm MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR ca·rlsbad 2. SIZING Btu/hr ------- MECH-2 page 34 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-12A (CALL-12A) CARRIER 48HJD012 CARRIER 48HJD012 HEATING 38 F PEAK 1 COINCIDENT 50 %- COOLING SENSIBLE LATENT 83 F 68 F Btu/hr -------- ZONES SERVED BY SYSTEM CALL-12A PEAK (Jan 12am) 179581 (Aug 2pm) 195445 Btu/hr 0 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 1113 CFM) Return Air Lighting Gain_ Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity If Line 3-C > Line 3-B, Explain: FAN POWER CONSUMPTION No. Fan Description I Sys BHP ------------------------- Supply Fan 1 X 4.50 I ------- 179581 17958 40803 0 ------- 238342 1.43 340830 147600 1113 CFM) -------- 195445 19545 9241 0 0 -------- 224230 1.21 271319 107349 0 10357 10357 20040 -------------------- Efficiency Peak Conv Peak Supply Motor Drive HP Fact Watts CFM -------------------------- [O. 82 X 0.90] = 6.10 X 746 = 4549 4000 ---------------- Totals 6.10 4549 4000 FAN POWER DEMAND 4549 watts/ 4000 cfm = 1.137 watts/cfm MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING Btu/hr ------- MECH-2 page 35 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-llB (CALL-llB) CARRIER 48HJD008 CARRIER 48HJD008 HEATING 38 F PEAK 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 F Btu/hr --------ZONES SERVED BY SYSTEM CALL-llB PEAK (Jan 12am) 135869 (Aug 2pm) 129839 Btu/hr 11328 11328 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 935 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity ------- 135869 13587 342.87 0 ------- 183743 1.43 262752 102500 ( 935 CFM) -------- 129839 12984 7765 0 0 -------- 150588 1.21 182211 76240 8703 20031 18012 If Line 3-C > Line 3-B, Explain: ___________________ _ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 1 X 3.00 I [O. 81 X 0. 90] = 4.12 X 746 = 3070 3120 ---------------- Totals 4.12 3070 3120 FAN POWER DEMAND 3070 watts/ 3120 cfm = 0.984 watts/cfm MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COM,PAJJY: Documentation: TSUCHIYAMA & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR· Carlsbad 2. SIZING Btu/hr ------- MECH-2 page 36 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-12B (CALL-12B) CARRIER 48HJD008 CARRIER 48HJD008 HEATING 38 F PEAK 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 68 F Btu/hr --------ZONES SERVED BY SYSTEM CALL-12B PEAK (Jan 12am) 72489 (Aug 1pm) 138200 Btu/hr 0 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 1113 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity ------- 72489 7249 40803 0 ------- 120541 1.43 172374 102500 ( 1113 CFM) -------- 138200 13820 8281 0 0 -------- 160301 1.21 193964 75393 0 10389 10389 19713 If Line 3-C > Line 3-B, Explain: ___________________ _ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 1 X 3.00 I [O. 81 X 0. 90] = 4.12 X 746 = 3070 3120 ---------------- Totals 4.12 3070 3120 FAN POWER DEMAND 3070 watts/ 3120 cfm = 0.984 watts/cfm ....... MECHANICAL SIZING AND FAN POWER Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIY~ & KAINO SIZING AND EQUIPMENT SELECTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR.Carlsbad 2. SIZING Btu/hr ------- MECH-2 page 37 of 39 Date: 12/1/1997 COMPLY 24 User 2945 AC-12C (CALL-12C) CARRIER 48HJD012 CARRIER 48HJD012 HEATING 38 F PEAK 1 COINCIDENT 50 %- COOLING SENSIBLE LATENT 83 F 68 F Btu/hr -------- ZONES SERVED BY SYSTEM CALL-12C PEAK (Jan 12am) 119195 (Aug 1pm) 164585 Btu/hr 0 TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( ll.1.3 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity If Line 3-C > Line 3-B, Explain: FAN POWER CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 X 4.50 I ------- 119195 11920 40803 0 ------- 171918 1.43 245842 147600 1113 CFM) -------- 164585 16459 8281 0 0 -------- 189324 1.21 229082 107539 0 10389 10389 20360 -------------------- Efficiency Peak Conv Peak Supply Motor Drive HP Fact Watts CFM -------------------------- [O. 82 X 0.90] = 6.10 X 746 = 4549 4000 ---------------- Totals 6.10 4549 400C1 FAN POWER DEMAND 4549 watts/ 4000 cfm = 1.137 watts/cfm MECHANICAL EQUIPMENT SUMMARY Project Name: CALLAWAY GOLF COMPANY Documentation: TSUCHIYAMA & KAINO CENTRAL SYSTEM SUMMARY Sys No System Name System Type --------------------------------------1 CARRIER 48HJE004 Packaged FAU-A/C 2 CARRIER 48HJD005 Packaged FAU-A/C 3 CARRIER 48HJD008 Packaged FAU-A/C 4 CARRIER 48HJD009 Packaged FAU-A/C 5 CARRIER 48HJD012 Packaged FAU-A/C CENTRAL SYSTEM RATINGS No Sys 6 2 3 1 3 MECH-3 page 38 of 39 Date: 12/1/1997 COMPLY 24 User 2945 Economizer Type --------------------------- No Economizer No Economizer Fixed Enth ( Integrated) Fixed Enth ( Integrated) Fixed Enth ( Integrated) Sys -------Heating ----------------------------------Cooling ----------- No Type Output Aux KW EFF Type Output Sensible EER SEER --------------------------------------------------------- 1 Gas Furnace 59040 n/a 0.82 DX 36670 21450 11.20 13.00 2 Gas Furnace 59040 n/a 0.82 DX 46900 29600 11.05 13.00 3 Gas Furnace. 102500 n/a 0.82 DX 92900 65300 11.00 n/a 4 Gas Furnace 102500 n/a 0.82 DX 102600 73000 10.80 n/a 5 Gas Furnace 1.47600 n/a 0.82 DX 125800 91500 11. 00 n/a CENTRAL FAN SUMMARY ------------Supply Fan -----------Return Fan Sys Mtr Drv Mtr Drv No Fan Type Motor Location CFM BHP Eff Eff CFM BHP Eff Eff --------------------------------------------------------- 1 Constant Volume Draw-Through 900 1.50 80 95 None 2 Constant Volume Draw-Through 950 1.50 80 90 None 3 Constant Volume Draw-Through 3120 3.00 81 90 None 4 Constant Volume Draw-Through 3120 3.00 81 90 None 5 Constant Volume Draw-Through 4000 4.50 82 90 None ZONAL FAN SUMMARY Zone Name None ---------Zonal Fan Mtr No CFM BHP Eff ------------Exhaust Fan Drv Mtr Eff No CFM BHP Eff Drv Eff MISCELLANEOUS MOTORS Sys Mtr Drv No Type BHP Eff Eff -------------------------------- 1 Condenser Fan 0.25 64 95 2 Condenser Fan 0.25 64 90 3 Condenser Fan 0.25 64 90 4 Condenser Fan 0.25 64 90 5 Condenser Fan 0.25 64 90 ·-MECHANICAL VENTILATION MECH-4 page 39 of 39 ---------------------~------------------------------------------------------ Project Name: CALLAWAY GOLF COMPANY Date: 12/1/1997 Documentation: TSUCHIYAMA & KAINO COMPLY 24 User 2945 --------------------------------------------------------------------------- VENTILATION SUMMARY BY ZONE Tran Floor sqft CFM Dsg Min sfer Zone Name T Occupancy Area /Occ /Occ CFM CFM CFM ------------------------------------------------ CALL-1 Office 1280 100 15.0 192 192 0 CALL-2 Office 1020 100 15.0 153 153 0 CALL-3 Office 1846 100 15.0 277 277 0 CALL-4 Office 200 100 15.0 30 30 0 CALL-5 Office 170 100 15.0 26 26 0 CALL-6 Office 1395 100 15.0 209 209 0 CALL-7 Dining Area 3642 70 15.0 780 1821 1041 CALL-8 Precision Indu 4100 100 15.0 615 615 0 CALL-9 Office 420 100 15.0 63 63 0 CALL-10 Office 714 100 15.0 107 107 0 CALL-llA Industrial Wor 6235. 100 15.0 935 935 0 CALL-12A Industrial Wor 7420 100 15.0 1113 1113 0 CALL-llB Industrial Wor 6235 100 15.0 935 935 0 CALL-12B Industrial Wor 7420 100 15.0 1113 1113 0 CALL-12C Industrial Wor 7420 100 15.0 1113 1113 0 ------ TOTALS 7662 8702 WARNING -Total Design Mechanical Ventilation is less than Minimum Required Tailored OA (T=*) requires supporting documentation on MECH-5, Tailored Ventilation and Process Loads Worksheet .I . CONSOLIDATED . FIBEPROTECTION .. :· . INC.' I . A Fire. Design Group Co. I . Callaway :Golf -Distribution. Warehouse -/ ~ ' . I' 5674 El Camino Real Suite L Carls/Jad,, CA 920/Js· ·I ,. (~l9) 43i-9901 Fax (619) 431-9923 .·2081 Faraday · : Carlsbad, CA 92008 1· .1 '..· · Fire Protectio.n Plan ··1 I 1· ·1 I CAUFORNIA ; 641834· ARIZONA I , 991ia COWRADO 249 F.WRIDA '724456000/ I. GEORGIA 02949 . ' NEVADA 40282 .1· Nl}W·MEXICiJ° ' 34261 OREGON 101574 I SOUTH CAROUNA FS'1U7 UTAH 293656.SS0J- 1.· ·WASHiNGTON .CONSOF/05217 I'""" ·I· - I· 1· I -1 ·1·, I.' 1· :I .I ·1·- I 1: :1 I. I. 1· .I .. - -·, '. :November 17, 1997 rCF f · M8.-Cd)leen Balch, inspector CONSOLIDATED c·· f. C 1 b d. F'· ·p ·· B. . FIREPROTECTION 1ty o ar s a .. me _reven,t10n ureau, . INC. 2560 Orion Way f1 Fire D;sig11: Group Co. Carlsbad, CA '94008 . -5674 El Camino R,ea{ ·' · Suiie L Carls~ad:, C'jf 92008 ,,. (760) 43-1-9901. Fax (7-60) 431,-~923 I CALIFORNIA 641834 ARIZONA,· 99198 COLORADO 249 FLO.RIVA 7244560001 GEORGIA 02949 ,,YEV1l)A: './0282 ,NEIYMEXico ·34261 'OKLAHOMA 582 OREGON 101574 SOUTH CAROLINA· FS-1147 . TEXAS· SCR-0393 UTAH, . 293656-5501 · ·WASHINGTON CONSQF1052J7 · RE: Callaway Qolf':'.Ois_tribuf!mi Wareh~use. 2081 Faraday; ·Carlsbad, CA Fire ·Protecti(m Plan · Pear Inspector Balch:. . . The following fir¢ protection plIDJ is provided for the pm;pose of verifying compliance with the Uniform Building_ and Fire Codes and is intended to assist in the pl~n check procedure fot the.above referenced project. This plan is specifically based on the 1994 Editions of UFC Article 81, UFC .Standard 81-2, and the Uniform BQilding Code: • < ' ' ' ·_GENERAL. This facility is classified as a Group S, Div.ision 1 Occupancy (warehouse) and Group · · B -Occupancy (offices) per UFC., S~ction .216-0. · · ·. Distance.to exits-do-es-not e_xceed 200 feet at any point in the_ building. The building has a fo<;>tprint of approximately 150~159 square f~t, including .a mezzanine of .f2,210 sq.ft. The ~uildi~g' is protected with three _existing sprinkler systems designed to· ·deliver a · density of .45 gpni over the inost ~ierilailding 3 ,.000 sq, ft. of floor. ~ea. Tllese systems were inStaJled. by Grinnefl Fire Protectfon, Inc~ in 1997 under contract with Koll · Com;t_ruction, Inc~ (Lot 5-0) · This .facility ·will be used as a high :Piled/rack storage and.di~tribution facility. The . owner intends to'store a variety of it's product~, .including a mix of it's finished goods ··(golf' clubs, golf bags, cluh head covers,' golf apparel, golf balls, etc.) as well as raw !llaterials used to manufacture its ·products .. All items·_ to be .. _stored :have . been· -determined to. be Class· I through Class IV commod.ities, including gtaphite'golf shafts (see.attached). Storage array will be based ·upon pallet tacks· arranged in single and · d01,1ble rows· with aisle widths not less than . q3". , For. the purpose ,of this report, storage IS assumed to be a maximum of 22' in height.·. I:· ·1,. I. . CONSOLIDATED ·,1· _ FIREPR.OTEcr::g_. _ ; A Fire Design Group Co. ·1 .. .1· ·1 ,I:-· ·Ii I I. ·1 :1; I -I 1· Calla~ay Golf Distr,ibuHon Center Fire ·Protectiori Plari (Cont.)· Page 2:·· .SPRINKLER CALCULATIONS O.tilizing.the UPC Stand~d 81-2 the sprinkler design densities are determined based on. the following information: . . . . . Aisles . •', Height of Storage Type of Rack . Co11:1modity Class Cemni Height· 63 Inches (5' -3 ") Op to 22 Feet · Single and Double Row I-IV including . products and packaging with limited and/or appreciable amounts -of Group A plastics. . _ 26' .· Per table. ~-11; l of the UFC Standard' 81-2, un-encapsulated class IV commodities are .· . permitted ·to be stored in-racks up to 22 ft. · in height,· without the inciusion of in-rack . sprinklers. For storage arrays with 8' aisles, the prescribed ceiling density (fig .. d, · Curve E) would·be A5/3,000 ·sq.ft. For storage arrays with 4' aisles, the prescribed · · · ceilin~ density (fig. d, Curve G) would be· .52/3,000. : · Linear faterp~lation i~ permitted to calculate the demand for. ceiling density where aisle widths are· between 4'. an:d 8' ~ as in this -case. These calculations are as follows: · 1. · ,52 (density·@ 4' _ai~les) · d5_. (density@ 8' aisles) . 0_7 ( differe_nce) . · 2. · . .Jr/.. · =.· -~175 {incremental value' pe~ ft. of ~isle width) 4 3. ~0175-· (incremental value per ft.) J.2500 ·(1'.., 3i' widtl_l greater than4') . . :021875· (value to be subtracted ·frorn.·the derisity@ 4' ajsles) C ' · 4.. · .52000 .. (density·@ 4' aisles) -,021875 · .498125· · :I .1 I · .. 5. Application of figure--6-9 .2 (Ct!iling -sprinkler c;lensity -vs-storage height) requires -using 130% of-the 4~nsity:. · · · .498125 X 1;3' == .6475:625 ' I I· I CONSOLiDA.TED . · Callaway Golf .O,istribution Center Fire Protection Plan (Cont) . Page.3 . · · · F!REPROTECTfON. _I. INC; . A Fire Design. Gtoup Co. . - · 6. New c~lculated · d~nsity requir~ment == · •. 65 ·1 . I : -- 1 I: ·1 .. . I .. 1.· I- I 1; I I:. ._1· I\ I . 7. Application Qf figure -6~9. ~ (Adjustment of design are~ for clearance from top of . storage· to ·ceiling.) Allows the area of op~ration to be reduced from 3_,000 sq.ft. to 2,650 sq;ft._ -· · · · Per sect~oh 2-1.4 of UPC Standard 81-2, class IV commodities may c9ntain an · . -. · .appreciable am~unt of group A plastics. Some products have limited or appreciable , amounts of group. A plastic· (natural rubber grips _on dubs, plastic parts on bags.) --. . However, it should be noted thatpet figure 8-2, parts d, the d.emand for ·storage of group A pl~tics (car.top.¢, .. exp~ded or un-expartd~, smble) stored· 20' high with < 5' .ceilingclear~nce is 0,_6-gpin per ft./4,000 sq.ft. Tbe use of ELO sprinklers permits a reduction in area to 2,QOO sq. ft .. As such,' ~pgrading tbe system(s). d_erisity at this facility to .65/2,650 will permit storage . of Class I -IV products to 22' and Group A plastics to 20' in.pallet i:acks, without in- tack sprinkler protection, with . the· caveat b~ing that Group A plastics mlJ,st be -. maintained ih the areas of tlJ.e warejlollse where ceiling heights d.0 not exceed 25;. . BAZAAOOU:SMATERIALS No hazardous materials are us~d -or stored within this facility .. ' • ' ' • J · .· DlJST·COLLECTION No. Work is performed at this'location which wm generate dust or require collection. • • ' ' I ,. ' ' ' ' . - CURTAIN BOARDS/SMOKE AND imAt' VENTS - Pursuant to Carlsbad Fire Department policy, we request permission to omit' ·draft curtain boards this warehouse facility'. _ The ratio of smoke and heat vents to floor area - will be increased to h50. . . \ - I I 1· I 1· I ·I ,1·- I' I ,,1· 1, . ...:,·. A Fire Design·:Group Co. Callaway Golf Distributiqn Center - Fire :Protection, ·Plan (Cont) · · Page·4 GENERAL FIRE PROTECTION No _s~oking will be permitted in the: building; . - Aisle ways Jn the rack storage. area shall not· be blocked and a minimum of 44" · clearance will be-maintain~ for all _aisles when ·stocking is ·being done arid merchandise wm be-~ept on ·one ·side 'of tJ-ie aisle. Exit dom:s will-b¢ kept_ unobstructed and ·will be opened weekly· to ensure their : operation. Exit sig(ls will pe kept .HI:ominated while the building 'is occupied and the emergency lighting in the bui_lding .will be checked on a moE.thly basis. - ' , . Fire extinguishers will ·be mounted three feet to five feet from the floor in a · conspicuous.area and identified with a sign. Fire extinguishers will be .placed so that an. occupant would not have to travel more than 75 /eet to reach one. Preferred · locations may. be designated .by_ the Fire Marshal. Employees wilLbe trained in the proper. u,se of fire· extinguishers. . . SM~L HOSE CONNECTIONS · -. . . Small hose connectio~ from adjacent overhead sprinkler system will be installed so that orte hundred feet of hose ·wm rea;ch any· part of the bu~lding. It is requested that the hose, nozzle and ~ack requirement$ be waived.. Sectioit 81. 11 O(b) of the UFC allows this latitude. -We·do not-want the employees to.t;lke time to try an.d fight a fire with 1- 1/2 inch hose lines.in high pjle stqck areas. Th~s is a dangerous fire fighting procedu_te. . 'The presence ·Of this hose only tempts employees to engage ijl fir~ fighting when they ·· shmild be direct1ng their energies to the evacuation from the building: _To suinmarize our request .to omit fire hos~ equipment: ~ . Fire D~pai;tmerits carry their own hose packets arid are generally trained not use . this equipment. · · · , . _ · • -· Employees· are -directed _specifically not to use this equipment, but to evacuate . the building. · · • · · · · · . ·_ . _ • · LfabiHty risks, .if _employees do use this equipment arid are injured or killed. • Maintenance of th~ equipment ,is. difficult. · · ' _-., ., As this· building is· fully protected witb. sprinkler systems which will contain the fl.res -• without th~ first aid l-1/21nch.hose li11es. _ Fire extinguishers-are .provided for sm~ll incipie1,1i fires. ' ' . . '. ' ' . . -. . ' ·.1· 1: I ~1 I ·,·1 · ·1· . ·.I 1· -1· · ... \' < ,1:-. -1 1··, :I __ '.I: ·-.1· :1. -1 I ' CONSOLIDATED' . Fl8EPR07"ECTION · INC. A Fire· Desigµ Group Co .. · . Callaway ·Golf ·Distribution Center. -_ , Fire Protection Plan (Cont~) . · - . Page.s · ' .we f~l this f~e ·protection plan is complete _and proyides adeqQate fire and life safety · for the occupants of th¢ building: P.leas,e fe~l free to ¢ontact ·us at any time to discuss . _ the coptent_ of this report ot any issues relating to this facility. Sincerely, _ - ' (lg,(tJ (/) _. . '' 't'f , Robert-C;aputo: Presideht . ;cc:_ : Andrew. Gracy .. I I I I I I I I I I I I I I I I I I I NOV-06-97 THU 17:16 ,.,., I I I I ' ' I I }=-=~ l f : 'i . I I ·--~ CALLAWAY GOLF ilUHl!D ; SCEl~ ~ C::l cs:, c:;n I ! ! i ! I I l • I I I I I FAX NO, 1-760-930-5033 P.03 0 I I I I I Code Section I I I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I I 231C-12 R.-\CK STOR:\CE OF ~IATERIALS Table 6-12 Single-or Double-Row Racks. Storage Height up to and Including 25 ft, Aisles Wider than 4 ft, without Solid Shelves. Aisles Ceiling Sprinkler Water Demand (ft) Sprinklers With In-Rack Sprinklers Without In-Rack Sprinklers Commodity Encap-(4-4.1) Mandatory Apply Fig. Apply Fig. Height Class sulated (B-6-11.2) In-Rack Fig. Curves 6-9.2 Fig. Curves 6-9.2 No 4 No 6-l 2(a) C&D 6-12(a) G&H Yes 8 A&B E&F I Yes 4 No 6-12(e) C&D-6-12(e) G&H Yes <!:: 8 A&B E&F 0 No 4 No 6-12(b) C&D 6-12(b) G&H Yes CN er., 8 A&B E&F • c:: II d:: ~ Yes 4 No 6-l 2(e) C&D 6-12(e) G&H Yes (N ~ 8 A&B E&F -u Yes :.... ~ No 4 No 6-12(c) C&D 6-12(c) G&H Yes v·-;,-'"O 8 A&B E&F 0 c:: III r;j I Level 8 Yes 4 6-12(£) C&D 0.. 8 A&B ::> No 4 No 6-12(d) C&D 6-l 2(d) G&H Yes IV 8 A&B E&F Yes 4 1 Level 6-l 2(g) C&D 8 A&B No 4 No 6-l 2(a) C&D 6-l 2(a) G&H Yes 8 A&B E&F I Yes 4 1 Level 6-12(e) C&D ~ 8 A&B C--1 No 4 No 6-12(b) C&D 6-12(b) G&H Yes C'-1 bl) 8 A&B E&F • c:: II t!; :.a Y,es 4 I Level 6-l 2(e) C&D 0 :::l 8 A&B CN u No :-. c:: No 4 No 6-12(c) C&D 6-12(c) G&H Yes <I.)·- ;,-'"O 8 A&B E&F 0 c:: Ill ro 1 Level 6-12(£) 8 Yes 4 C&D a. 8 A&B ::> No 4 No 6-12(d) C&D 6-12(d) G&H Yes IV 8 A&B E&F -~ Yes 4 I Level 6-l 2(g) C&D 8 A&B No 4 No 6-l 2(a) C&D 6-l 2(a) G&H Yes 8 A&B E&F I Yes 4 I Level 6-12(e) C&D ~ 8 A&B l...'°) No 4 No 6-l 2(b) C&D 6-l 2(b) G&H Yes CN er., 8 A&B E&F • c:: II ct;~ Yes 4 I Level 6-12(e) C&D CN :::l 8 A&B CN u No :-. c:: No 4 No 6-12(c) C&D 6-12(c) G&H Yes V ·-;,-'"O 8 A&B E&F 0 c:: III r;j 0 Yes 4 I Level 6-12(£) C&D ..., 0.. 8 A&B ::> No 4 6-12(d) C&D IV 8 I Level A&B Yes 4 6-l 2(g) C&D 8 A&B For SI units: I fr = o.:l0-18 m 1995 Edition I I I I I I I I I I I I I I I I I I I 231C-14 RACK STORAGE OF MATERIALS Ceiling sprinkler density (Umin)/m2 Curve Legend Curve Legend 6.1 8.2 10.2 12.2 14.3 16.3 18.3 20.4 A-Single-or double-row racks with 8-ft (2.44-m) aisles with 286°F (141 °C) E -Single-or double-row racks with 8-ft (2.44-m) aisles and 286°F (141°C) ceiling sprinklers. 6000 C: i 5000 a, 0. 0 lo 4000 3:: C: "§_ '5 3000 m ca c: 2000 Cl ·u; a, 0 1000 .1 A BC D E FG H , I\ I\ I\ ' I\ " ' .. II,. J I "' .. 557 "' .§. ceiling sprinklers and 165°F (74°C) in-rack sprinklers. C: 465 ° ~ B -Single-or double-row racks with 8-ft (2.44-m) aisles with 165°F (74°G) ceiling sprinklers 372 279 a, 0. 0 lo and165°F(74°C) ~ in-rack sprinklers. "§_ C -Single-or double-row racks "' with 4-ft (1.22-m) aisles or ~ multiple-row racks with ~ 286°F (141°C) ceiling ca sprinklers and 165°F (74°G) Single po 186 int nly 93 §, in-rack sprinklers. ·m D -Single-or double-row racks design o -, I I I I I F -Single-or double-row racks with 8-ft (2.44-m) aisles and 165°F (74°C) ceiling sprinklers. G -Single-or double-row racks with 4-ft (1.22-m) aisles and 286°F (141°C) ceiling sprinklers. H -Single-or double-row racks with 4-ft (1.22-m) aisles and 165°F (74°G) ceiling sprinklers . I -Multiple-row racks with 8-ft (2.44-m) or wider aisles and 286°F (141°C) ceiling sprinklers. 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 o with 4-ft (1.22-m) aisles or multiple-row racks with 165°F (74°G) ceiling sprinklers and 165°F (74°G) in-rack sprinklers. J -Multiple-row racks with 8-ft (2.44-m) or wider aisles and 165°F (7 4 °C) ceiling sprinklers. Ceiling sprinkler density (gpm/tt2) Figure 6-12(c) Sprinkler system design curves -20-ft (6.1-m) high rack storage -Class III nonencapsulated commodities -conventional pallets. i C: 8.2 6000 0 5000 ~ a, 0. 0 lo 4000 3:: C: ·c: 0. (/) 0 m ca C: Cl ·m 0 3000 2000 1000 0.20 10.2 I A 0.25 Ceiling sprinkler density (Umin)/m2 12.2 14.3 16.3 18.3 20.4 i=G I BC D E H " I' I" 0.30 0.35 0.40 0.45 0.50 Ceiling sprinkler density (gpm/tt2) 22.4 I\ 0.55 24.5 557 465 372 279 186 93 0.60 Curve Legend Curve Legend A-Single-or double-row racks E -Single-or double-row racks with 8-ft (2.44-m) aisles with 8-ft (2.44-m) aisles with 286°F (141°C) -~ and 286°F (141°G) ceiling "' ceiling sprinklers an~ sprinklers. E 165°F (74°G) F -Single-or double-row racks -;;-in-rack sprinklers. with 8-ft (2.44-m) aisles o B-Single-or double-row and 165°F (74°G) ceiling ~ racks with 8-ft (2.44-m) sprinklers. ~ aisles with 165°F (74°G) G-Single-or double-row racks ~ ceiling sprinklers with 4-ft (1.22-m) aisles a, and 165°F (74°G) and 286°F (141°C) ceiling ~ in-rack sprinklers. ~ sprinklers. '§_ C -Single-or double-row r~~H -Single-or double-row racks "' with 4-ft (1.22-m) aisles or with 4-ft (1.22-m) aisles 0 multiple-row racks with and 165°F (74°C) ceiling m 286°F (141°G) ceiling sprinklers. ca sprinklers and 165°F (74°C) §, in-rack sprinklers. ·m D -Single-or double-row racks o with 4-ft (1.22-m) aisles or multiple-row racks with 165°F (74°C) ceiling sprinklers and 165°F (74°G) in-rack sprinklers. Figure 6-12(d) Sprinkler system design curves -20-ft (6.1-m) high rack storage -Class IV nonencapsulated commodities -conventional pallets. 1995 Edition I I I I I I I I I I I I I I I I I I I 231C-10 R.-\CK STORAGE OF MATERIALS (b) Eight sprinklers where only one level is installed in racks with Class IV commodities; (c) Ten sprinklers (five on each two top levels) where more than one le\'el is installed in rncks with Class I, II, or Ill commodities; (cl) Fourteen sprinklers (seven on each two top levels) where more than one level is installed in racks with Class IV commodities. 6-9*t Ceiling Sprinkler Water Demand. The design curves in Figures 6-I 2(a) through (g) shall apply to nomi- nal 20-ft (6. l-111) height of storage. 6-9.1 The design curves indicate water demands for nom- inal l65°F (74°C) and nominal 286°F (141°C) rated sprin- klers at the ceiling. The l 65°F (74°C) design curves shall be used for sprinklers with ordinary and intermediate tem- perature classification but not less than 160°F (71°C) rat- ing. The 286°F ( 141 °C) rating design curve shall be used for sprinklers with high temperature classification. 6-9.2 For storage height up to and including 25 ft (7.6 m) protected with ceiling sprinklers only, and for storage height up to and including 20 ft (6.1 m) protected with I ceiling sprinklers and minimum required in-rack sprin- klers, densities obtained from design curves shall be adjusted in accordance with Figure 6-9.2. 6-9.3 For storage height over 20 ft (6.1 m) up to and including 25 ft (7.6) protected with ceiling sprinklers and I minimum required in-rack sprinklers, densities obtained from design curYes shall be used. Densities shall not be adjusted in accordance with Figure 6-9.2. 175 150 125 z-"iii C: OJ "C ~ 100 ::, CJ C: Cl -~ -c 75 0 §3 60 ~ if 50 25 0 ----- 0 Height of storage (m) 3 66 3.05 4.57 6.10 7.62 9.14 L..., I _., ,~ ,, ,} • e: IJ 1.- I/ I J II 17 ---' ' ' ' ' ' ' ' : ' ' ' -, 10 12 15 20 25 30 Height of storage (ft) tu~ Figure 6-9.2 Ceiling sprinkler density vs storage height. 1995 Edition 10.6 7 I II 35 Table 6-9.2 Adjustment to Ceiling Sprinkler Density for Storage Height and In-Rack Sprinklers Storage Apply Permitted Heig t In-Rack Fig. Ceiling SJtnklers (ft) Sprinklers 6-9.2 Density A ~ustments ()yer 12 ft (:1.7 111) None Yes None through 25 ft (7.6 m) Minimum Yes None required More than Yes Reduce densitl' minimum but not 20';1 from that or ()yer 12 ft (:1.7 m) in e,·err tier minimum in-rack through 20 ft (6.1 m) sprinklers I II eYery tier Yes Reduce densit,· .J0'if from that or minimum in-rack sprinklers Minimum No None required More than No Reduce density minimum but not 20'if from that or ()yer 20 ft (6.1 m) in C\"CI")" tier minimum in-rack through 25 fi (7.6 m) sprinklers In c,·ery tier No Reduce density 40'if from that or minimum in-rack ,prinklers 6-9.4 For storage height up to and including 20 ft (6.1 m) protected with ceiling sprinklers and with more than one level of in-rack sprinklers, but not in every tier, densities obtained from design curves and adjusted in accordance with Figure 6-9.2 shall be permitted to be reduced an addi- tional 20 percent. 6-9.5 For storage height over 20 ft (6.1 111) up to and includ- ing 25 ft (7.6 m) protected with ceiling sprinklers, and with I more than the minimum required level of in-rack sprinklers, but not in every tier, densities obtained from design curves shall be permitted to be reduced 20 percent. Densities shall not be adjusted in accordance with Figure 6-9.2. 6-9.6 For storage height up to and including 20 ft (6.1 m) protected with ceiling sprinklers and in-rack sprinklers at each tier, densities obtained from design curves and adjusted in accordance with Figure 6-9.2 shall be permit- ted to be reduced an additional 40 percent. 6-9.7 For storage !~eight over 20 ft (6.1 111) up to and includ- ing 25 ft (7.6 m) protected with ceiling sprinklers and in-rack sprinklers at each tier, densities obtained from design curves shall be permitted to be reduced 40 percent. Densities shall not be adjusted in accordance with Figure 6-9.2. I 6-9.St Where clearance from ceiling to top of storage is less than 4112 ft (1.37 m) (see Section 4-5), the sprinkler oper- ating area indicated in curves E, F, G, and H in Figures 6-12(a) through (e) shall be permitted to be reduced as indicated in Figure 6-9.8 but to not less than 2000 ft2 (185.8 1112). (See 6-9.9.) 6-9.9 Where clearance from ceiling to top of Class I or II encapsulated storage is I½ ft to 3 ft (0.46 m to 0.91 m), the sprinkler operating area indicated in curve F only of Fig- ure 6-12(e) shall be permitted to be reduced by 50 percent but to not less than 2000 sq ft2 (185.8 1112). 6-9.10 Where solid, flat-bottom wood pallets are used, with storage height up to and including 25 ft (7.6 m), the I 231C-30 RACK STORAGE OF MATERIALS I I I I I I I I I I I I I I I I I ~ I Group A I Ii Exposed Cartoned I (Outside the scope of NFPA231C) Expanded or non expanded I ~ I Stable Free-flowing Figure 8-2 (Parts a-j), Class IV 8-3.1, and 8-3.2 Figure 8-i.l (b) Fourteen sprinklers (seven on each top two levels) where more than one level is installed in racks. 8-1.5.6 Chapters 1 through 5 apply to plastics storage. 8-2 Single-, Double-, and Multiple-Row Racks -Storage up to and Including 25 ft (7.6 m) -Clearances up to and Including 10 ft (3.1 m). 8-2.1 Ceiling Sprinkler Water Demand. For Group A plastic commodities in cartons, encapsulated or nonencapsu- lated in single-, double-, and multiple-row racks, ceiling sprinkler water demand in terms of density (gpm/ft2) [(Umin)/m2] and area of operation [ft2 (m2)] shall be selected I from Figure 8-2 Parts (a) through (g). Linear interpolation of design densities and areas of application shall be permitted between storage heights with the same clearances. No inter- polation between clearances shall be permitted. 8-2.1.1 Single-, Double-, and Multiple-Row Racks -5-ft to 10-ft (1.25-m to 3.1-m) Storage with I ½-ft to IQ.ft (0.5-m to 3.1-m) Clearance. The protection strategies utilizing ceiling sprinklers only, as shown in Figure 8-2 Part (a), shall be acceptable for single-and double-row rack storge with 4-ft (l.22-m) or greater aisles and for multiple-row storage. I 8-2.1.2 Single-and Double-Row Racks -15-ft (4.6-m) Storage with Less than 5-ft (l.25-m) Clearance. The pro- tection strategy utilizing ceiling sprinklers only as shown in I Figure 8-2 Part (b) shall be acceptable only for single-and double-row rack storage with 8-ft (2.4-m) aisles. For 3½-ft ( 1-m) aisles, a density of 0.60 gpm/ft2 [(24.5 L/min)/m2] and an area of application of 1500 ft2 (139.5 m2) shall be used. For aisle widths of3½ ft to 8 ft (l m to 2.4 m), a direct Jin- I 1995 Edition Plastics ~ I - ) Group B Group C Class IV Class Ill Decision tree, ear interpolation shall be permitted between densities and areas of application. 8-2.1.3 Single-and Double-Row Racks -15-ft (4.6-m) Storage with 10-ft (3.1-m) Clearance; 20-ft (6-m) Storage with Less than 5-ft (1.25-m) Clearance. The protection strategies utilizing ceiling sprinklers only as shown in Fig- I ures 8-2 Parts (c) and (d) shall be acceptable only for single- and double-row rack storage with 8-ft (2.4-m) aisles. In-rack sprinkler protection shall be required for aisles less than 8 ft (2.4 m) in width. Where utilizing the strategies for ceiling sprinklers only, I as shown in Figures 8-2 Parts (c) and (d), column steel shall be protected in accordance with 3-2.3(a) or (b). Roof struc- tural steel shall be protected in such a manner as to pro- vide a minimum of 15 minutes fire resistance. I 8-2.1.4 Multiple-Row Racks -15-ft (4.6-m) Storage with Less than 5-ft (1.25-m) Clearance. The protection strat- egy utilizing ceiling sprinklers only, as shown in Fig-I ure 8-2 Part (b), shall not be permitted for multiple-row rack storage. The density to be used shall be 0.60 gpm/ft2 [(24.5 L/min)/m2] over 2000 ft2 (186 m2). The combination I of ceiling and in-rack sprinklers specified in Figure 8-2 Part (b) shall be permitted as an alternative. I 8-2.1.5 Multiple-Row Racks -15-ft (4.6-m) Storage with 10-ft (3.1-m) Clearance; 20-ft (6-m) Storage with Less than 5-ft (f.25-m) Clearance. The protection strategies utiliz- 1 ing ceiling sprinklers only as shown in Figure 8-2 Parts (c) and (d) shall not be permitted for multiple-row rack stor- age. Only the specified combinations of ceiling and in-rack sprinklers shall be used. I I I I I I I I I I I I I I I I I I I PLASTICS 231C-31 Strategies for Protection of Rack Storage of Plastics-Single-Row, Double-Row, and Multiple-Row Rack Configurations, .Unexposed (Expanded and Unexpanded) Group A Plastics Part a: 5-ft (1.52-m) to 10-ft (3.05-m) storage 0.30 gpm per ft2/2000 ft2 (12.2 Umin per m2/186 m2) < 5-ft (1.52-m) clearance Part b: 15-ft (4.57-m) storage DD DD /////////// 0.45 gpm per ft2/2000 ft2 (18.3 Umin per m2/186 m2) 5-ft (1.52-m) to 10-ft (3.05-m) clearance DD DD /////////// Part c: 15-ft (4.57-m) storage < 5-ft (1.52-m) ceiling clearance 5-ft (1.52-m) to 10-ft (3.05-m) ceiling clearance 0.45 gpm per ft2/2000 ft2 (18.3 Umin per m2/186 m2) 0.30 gpm per ft2/2000 ft2 (12.2 Umin per m2/186 m2) 0.60 gpm per ft2/4000 ft2 (24.5 Umin per m2/372 m2) 0.30 gpm per ft2/2000 ft2 (12.2 Umin per m2/186 m2) See 8-2.1.2 and 8-2.1.4 DD DD DD Ill/Ill/Ill ~ See Note 2 See 8-2.1.3 See Note 2 and Figure 8-2 Part h 8-2.1.5 and Figure 8-2 Part h DD 0 DD DD /////////// DD DD DD /////////// Part d: 20-ft (6.10-m) storage; < 5-ft (1.52-m) ceiling clearance 0.60 gpm per ft2/4000 ft2 0.45 gpm per ft2/2000 ft2 0.30 gpm per ft2/2000 ft2 (24.5 Umin per m2/372 m2) (18.3 Umin per m2/186 m2) (12.2 Umin per m2f186 m2) See 8-2.1.3 See Note 2 See Note 3 and 8-2.1.5 and Figure 8-2 Part h and Figure 8-2 Part i D D D D D D • D D D D D D 0 D D D D D D D D D D D D /////////// /////////// /////////// Figure 8-2. (cont'd) DD 0 DD DD /////////// 1995 Edition I I I I I I I I I I I I I ' ., I I I I I I Classification of Products Graphite Shafts I I I I I I I I I I I I I I I I I I I CHUBB GRo·up OF INSURANCE COMPANIES CHUBB Mr. Bob Caputo President 501 West Broadway, Suite 1000, San Diego, CA 92101-3505 Phone: (619)-525-8055 • Facsimile: (619)-525-8070 CONSOLODATED FIRE PROTECTION, INC. 5674 El Camino Real, Suite L CONSOLIDATED r::-1oc: OO()TF.:CTfON OCT 2 4 1997 Carlsbad, CA. 92008 RE: Commodity Classification Information, Callaway Golf Company Dear Bob: October 22, 1997 In response to our phone conversation today, I checked my file for any information on commodity classification for Callaway's clubs. Kathleen Rogers, the previous Chubb Loss Control Representative for Callaway Golf, and I completed a good amount of research to come up with a commodity classification for the Distribution Center which Callaway had planned in the past, but was not built. Enclosed are MSDS's for the golf grips and carbon fiber prepreg. The prepreg MSDS's are for the material in its uncured form. I would consider the cured prepreg as having less flammability than the uncured prepreg. Even in its uncured state, the prepreg has an NFPA flammability rating of "l". The grips are classified as a Group B plastic (Class IV commodity). Add into that the non-combustible metal heads (titanium alloy in massive form), and my conclusion is that the finished clubs are a Class IV commodity. Additionally, all correspondence in my file indicates that the commodity classification for storage in 2285 Rutherford Road (which stored finished carbon-fiber shaft clubs at the time of the classification) was determined to be Class IV. Feel free to used this letter and the enclosed materials in support of your commodity classification for the finished clubs. If you feel that my analysis is incorrect for any reason, please let me know. Sincerely, Richard C. Staniland, CSP, ARM Senior Loss Control Representative Encl.: MSDS's. cc: Ken Wolf; Vice President-Finance Thomas J. Macias, Director of Operations, Callaway Golf Eric Estelle, Environmental & Safety Manager, Callaway Golf Andrew Gracey, Program Manager, Callaway Golf John Morris, Safety Coordinator, Callaway Golf Jeff Cavignac, Jeffrey W. Cavignac Insurance Brokers Fred Acevedo, Chubb SDO/CCG ICI COMPOSITES INC. MATERIAL SAFETY DATA SHEET ---"' . MPANY NAME: ICI FIBERITE .,DRESS : 501 WEST THIRD ST IJ:TY ST ZIP: WINONA,MN 55987 CONTACT: BRAD DIERINGER PHONE : 507 -454 -3611 FAX : 507 -454 -5105 TELEX : 507 -454 -5105 'FECTIVE DATE: 02 / 12 / 90 PRINT DATE : 04 / 04 / 90 PRODUCT SHORT NAME: 948Al/CARBON PART NUMBER : toDUCT NAME: 948Al/CARBON OR GRAPHITE FIBERS -EPOXY/ CARBON PREPRE~ tDs --~BER: 85120322A REV: -------~-----------------------------------------~----------------------------1----~~===~~-=---------------------------~~~~-=~:~~=~~----------------HAZARDOUS INGREDIENTS C .A. S. NO. % PEL .TIN ' carbon/graphite fiber 50-75 ~xy-~_s.i.ns ~ ~&pcx, ! tJvv.1/t:t/:, rr_:;.,.; 15-35 3 Diuron ~---67s 1/nen o/ A 4fr. 330-54-1 * . 10 ll\g/m3 --10 lll.g/m3 200 ppm I Methyl ethyl ketone-·-----···-·-··-·---6/y,. 1s-·93..:.3 0-2 200 ppm· • • • ld ) 'f<'f':, I ,-, ~~~s~!~!t~1 ~ef . as 01 f' 1!._;_(J !.Jni N~v_d a ' ,2n; ,, . . . .. .·. . . - I -n,., .P_ I( /'r1D;;,1! · ..... ___________ '-1 . ·---~--~--~L~---------------------------~~~--~-------------------------------SECTION 2 PHYSICAL DATA ~~------~------------~---~-~---------~--------~---------------------------~--- lPEARANCE AND . ODOR: Black impregnated tape/ no odor. SPECIFIC GRAVITY: 1.2-1.8 I VOLATILE BY WEIGHT:· < 2% SJU,IMABLE LIMITS: Lel = NA Uel = NA iAPOR PRESSURE @ DEG. F: NA jt.POR DENSITY: NA l'NSTANT TEMPERATURE STABILITY ( CTS) VALUE: no data ------------------------------------------------------------------------------I SECTION 3 FIRE AND EXPLOSION HAZARDS ------~------~------------------------~--------------~----------------------rH POINT: NA ~XTINGUISHING MEDIA: carbon dioxide, dry chemical, foam, water. IECIAL FIRE FIGHTING EQUIPMENT AND HAZARDS: Use self-contained breathing apparatus. Exothermic polymerization may occur. Incineration can generate airbome carbon fibers which may cause electrical malfunction; I . _,,,,_ I I . -I .. I ICI COMPOSITES INC. MATERIAL SAFETY DATA SHEET fAl/CARBON OR GRAPHITE FIBERS -----------------------------~-------------------------~----------------------I SECTION 4 REACTIVITY DATA --~----~-~----------------------------------------~-~-----------~-----~~---- 'COMPATIBILITY: Strong oxidizers, strong acids, strong bases HAZARDOUS DECOMPOSITION PRODUCTS: cox, NOx, amines, phenols, incompletely burned hydrocarbons ILYMERZATION HAZARD: Exothermic polymerization can occur with rapid or excessive heat. When heated to decomposition toxic.emissions may be I released. EXOTHERM FIGHTING PROCEDURES: Dissipate heat by spreading material apart and I. dousing with water. Contain emissions using local exhaust. ------~~--------------------------------~-------------------------------------SECTION 5 SPILL, LEAK, AND DISPOSAL ,----~------~-------------------------------------~----------------------~--- SPILL OR . LEAK PROCEDURE: ····Pick up and use uncontaminated ··material. _, cont~i~ated materi'al should be picked up and disposed of properly. b._..dTE DISPOSAL ·METHOD: Dispose of in accordance with. local, state, and I fedral regulations, which may vary by location. Questions concerning . disposal should be directed to Fiberite's Safety, Health, & Environmental Affairs Department for evaluation on a case by case basis. ----~------------------~------------------------------------------~-----~-~~-- IGNS AND SYMPTOMS OF EXPOSURE: Epoxy resins cause irritation of ·skin and eyes, and possible dermatitis or allergy/sensitization. Vapors coming off I heated material may cause irritation. Liver and kidneys may be target organs if some epoxies are ingested. Existing allergies may be aggravated. ~oxies are commonly mutagenic to bacteria. Diuron may cause skin and eye irritation and affect target organs including blood, spleen, thyroid, and I liver. Diuron produces some carcinogenic activity and embryotoxicity but is not considered a mutagen or a reproductive hazard. Fibers cause mechanical skin irritation and possible respiratory irritation. ~Y/POTENTIAL ROUTES OF EXPOSURE: Dermal, inhalation (at high temperature) · ;\• ITENTIAL CARCINOGENS PRESENT (~P, IARC, or OSHA): none ~-------------------~-~----~-------------------------------------------------1---~~::=~~-: ___________________________ ::~=-~=~----------------~----------- I 1· I ICI COMPOSITES INC. MATERIAL SAFETY DATA SHEET I 8Al/CARBON OR GRAPHITE FIBERS jYES: Flush with water for 15 minutes, consult a physician. licrN: wash with soap and water. Remove fiber splinters with tweezers or a sterile needle. ~TION: Move to fresh air ING~STION: Unlikely to be a problem. ------------------------------------------------------------------------------SECTION 8 SPECIAL HANDLING INFORMATION 1--------------------------------------------------------------------------~-- VENTILATION: Good general ventilation and local exhaust recommended, I. particularly where grinding or heating operations occur. RESPIRATORY PROTECTION: Usually not needed. Use NIOSH/MSHA approved l respirators, if necessary to control nuisance dust exposure when machining. OTECTIVE CLOTHING: Impervious rubber gloves, clean body-covering clothing r PROTECTION: Safety glasses -lORAGE: store at or below 30 deg F 1---------------------------------------------------------------~-------------SECTION 9 REGULATORY INFORMATION ----------------------------------------------~-------~-----------------------IARA TITLE NO. % I III INFORMATION· EHS RQ (lbs) (*1) 5000 EHS TPQ (lbs) (*2) Sec 313 (*3) X 313 Category (*4) lo. Corresponds to the numbered ingredient on page one. *l = Reportable Quantity of Extremely Hazardous Substances, Sec. 302 12 = Thresbhold Planning Quantity, Extremely Hazardous Substances, Sec 302 113 = Toxic Chemical, Sec 313 *4 = Category Sec 313 (40 CFR 372.65), used on Toxic Release Inventory Form lsCA (TOXIC S~BSTANCE CONTRO~ ACT) REGULATIONS (40 CFR 710): All individual components are listed on the TSCA Inventory. lini.NSPORTATION INFORMATION: w:--o. T.: Not regulated T. A.: Not regulated :1···:·:.··:·:··-------~·--·· I ,..:...."' .,,...... __ ICI COMPOSITES INC. MATERIAL SAFETY .DATA SHEET I 8A1/CARBON OR GRAPHITE F~BERS ------------------------------------------------~-----~-------------~--------- l---=~===~~-=~--------------------------~~===~~~-=~:~~==~~---------------Nuisance materials may be released as dusts when machining cured products. I Protect electrical equipment against infiltration by highly conductive carbon fibers. I In accordance with good industrial-practice, handle ·with care and avoid unnecessary personal contact • • I The information contained herein is based on the data available to us and is given in good faith, however, Fiberite makes no warranty, expressed or im- plied regarding the accuracy of this data. I. I . , I I I I I I I I I • • • , ~.. "l •••• I I I I I I I I I I I ' .. ·--U.S. DEPARTMENT OF LABOR---- •• &i:1?5 . Occupational Safety and .Health Administration MATERIAL SAFETY DATA SHEET Required under US.OL Safety and Health Regulations for Ship Repalrlng, . . · Shlpbuifdtng, and Shipbreaking (~9.CFR 1915, 1816, 1917) . SECTION I MANUFAC'T.lJREA'S NAMS EATON CORPORATION EMERQENC"it TEL.EPHONE 11:>. > (910) 276-6901 A AODAESS (N"mbtr, Stn~t. aty, Sldtl. IJJfd ZIP Codt). .. . •\I) GU'-~~ I,(') A ii -.~'A; • .-,. ~,. • HIGHWAY 401 NORTH. P.O .. BOX 18~8. LAURINBURG. NC 283S2 .y ''t'< I"""--, cHe:M1CAL NAME AND SYNONYMS .~ (] , I TAADE NAM~~c SVNONVMS I CROPfED RUBBER GOLF GRil'~ ,, ~ \':>_ ·.,,J) A , J ·· · • t · ·NONE KNOWN \inc.m1c;;~1..r·,aiMILY . ~<.._e:>,:r-·o FORMULA ~ VULCANIZED RUBBER · ~o/,.. . ·$0 ~...., PROPRIETORY ,,., e: r~ (' r~h Ll.kt/~ -SECTlON 11 · -HAZARDOUS lNGREDIENTS PAINTS. PRfa&Rvi/,ves, & SOLVENTS " 1~~1~1 ALLOYS AND METALLIC coATINGI " 'tL, (Un ti) . PltaM!ZNT!t ' NA BASE METAL. :NA NA. A\.LOYS NA NA .METALl.lC COATINGS . NA NA . F.ILL£R METAL. . . P!..US COATING OR CORE f'"LUX NA Ab01TIVb:I NA· OTHl!{R!; .. . NA OTHERS . ' NA . .HAZARDOUS MIXTUREi OF OTHER LIQUIDS, SOLIDS, 0~ GASES " 1JJ I tsJ CARBON BLACK 3, 4 ma/m3 TWA .ll .• 4 NA IL5 NA i~ .1 NA l '~-~S~I~L-IC_A ____ D_I_OX_ID_E ___________ ._l_m.12~/~m_3_T~~---~------++t- ZINC OXIDE. Pel 15· mg/ln3 10 mg/~3 TWA I I I I I I .. S~CTION 111 -P.HVSlCAL DATA ISClll..lNQ POINT (°F,} . NA SPECIFIC ORAVITV tH20•1) VAPvtt PRESSURE {mm Ha.) NA PERCENTMVOLAilLE !Y VOLU K (~) VAPOR Dl!:NSIT"f' (AIR•1) NA EVAPORATION RATE ( •l) SOLUBll.lTY IN WATER l ansoluble APPEARANC!t AN0 000R BLACK CHIPS, TYPICAL RUBBER ODOR .. .. SECTION IV -FIRE AND EXPLOSION HAZARD PATA l"L.ASM POINT (Mith~ UHd) NA , ,.LAMMAIIIL.E L.IMIT! NA I I E:XTINQ.UISHINQ M£01A WATER, .A:BC DRY.CHEMICAL FIRE EXTINGUISHER SPECIAL. f'PIR£ FIQMTINQ PROCEpQ~ WEAR SELF CONTAINED BREATHING APPARATUS >1.. JO NA NA .. 1.11 U11 . I I I I I I I I I '. . I I I I I I I ., . . . I I I .,_ ,,.--._ -/ , ,,. . . . .. _ . SECTION V • HEA'L TH HAZARD DATA 1'HFtHH01..D UMIT VALVE NOU!J.XNOWH· EFP£CTS OF .OVERtV'-POSURtt .. -t• ·: ·.: wn,. ICNI .. -:;• : I EMERGENCY AND FIRST AID PROC!0UR6S PRIMARY ROUTE OP' u;a!Ri' IS SKm CONTACT. INGESTION IS tJNLilon.i. I WASll EJPOSKI _.,,. SKIN WI'l'H SOAP Am> ·WAD!l-.Anml HANDLING. SOME PEOPLB DPBJ.tIXHCE AU.EiGIC UACTIOBS. It mIS HAPPmis. SBB PHYSI.CIAB IMMEDWELY. · . . -. . ... .... ,,.,. . . .. SECTION VI REACTIVITY DATA .. STAGILITV UNSTA8L£ -CCNOITIONS TO .O.VOIO . wn'T' JCNflWIU ,$1'~BI..E V ... fNCOMPATABILITY·(M•t~Ntlll to 0014,/ Nmra'.KNOWN ... HAZAACOUS PECOMPOSITION PA00UCT$ NONE·DOWN ,, ..... . CONOfTION5 TO AVOID HAZ'AR00US ·"'AV'.OCCUR "'1'nlrJI' IWN POLYM£R1%ATION • .. .. ,.I WI\.L NOT OCCUR X .... . ' SECTION VU • SPJLL OR LEAK PROCEDURES STEPS TO BE TAl<&N'IN CASE MATIU:UA\. IS RK\.U\SiiO OR SISIL.l.£0 \ -~·· m> OR. 'VAf!m1V TIP 1Mli DT~'POSAL-. ,,.,.,. .. WASTE DISPOSAi.. METHOD I . n'II' TP1 -'r!~nnA}lrll 'li!Tffl .. .\PPI..If" .& 'RT 11 FEDEBAI.-TI -p S'XAl'E AND LOCAL REGO'LAXIC s~ SECTION Viti •. SPECIAL PROTECTION INFORMATION· RUPIAATO~Y_ PROTECTION (SprclfY /ypd} .NA I • VE.NY'II..ATIO~ LOCAL ~HAUST SPECIAL. I ~~-··-. --Wll1il11. .. Ml MECHANICAL {GatU'dl) OTHER · · .. . ' ... lffn.lm lQlmJN PROTliCTIVt:t QLOVES' I EYE PROTECTIONH.l . ~ .. ~ ,.,,.1"Mr l!T JlV'llq: C!'R'nTIT Tl 'lt'R' l.t}VliL , .. OTHER PRO'l"WIVE EQUIPMENT ....... -~ NONE:. OWN . . . SECTION IX • SPECIAL PRECAUTIONS PRECAUTIONS' To SE TAJ<e;N IN HANOt.lNQ ANO .SiORINQ STORE IN A COQL DR.°!'. A7MOSPRKRE AWAY FROM DIRECT:~;rGRT OTHER PR£CAVTION$ UNICNOWN i_:': • . ·. . ·v', . \·--~I~ Safefyr,;ta S~t ,, 4•-····-•.•• •• • • -.) . TEXTRON Specialty Materials I . "SECTION 1- . I(~ -·· . . ..•• -. . l ~-iu-.. , T~?CT~-~~--~pecialty~-~~at_erials ::~--AdmM --·:2 --~lridusbial ~-~Ave --. · . . -"City.Staw.adZI:P . . ··-·-, . . I . . -··Lowell ·-f\tfA O 1.851: "Slpabuao£i-.-. JlMpOCW"1" for l"rapaud:ioa. ~ I SECTION 2 _: HA,ZARDOUS INGREDIENTSimENTITYOSHA · ·Hmrdaua~ (ehemical ,-. CGmmOQ mme{a)) PEL I I I NOl'l'E KNOWN Material is Boron Monofilament encapsulated in catalyzed epoxy resin BOR-. PREPREG, 5521 HMlS.Label 5±:lA:EI> to,aa"' Boron Prepre~ 5 21 . tt;crNo.(508)454-5~5!?_ Other . ~ -· . c.n. (508)452-8961/ -·- 8-5-88 PERSONAL ~ PROTt:CTIOli B IIC:-l503A,01,01NfCA '.i> CAS (opticnal) NO. 1)------------- 1 . . . I SECTION 3-PHYSICAL & CHEMICAL.CHARAqI'ERISTICS ~ Not Applitable ·. ~«H.o-11 2._0. .. •' ~-. ~p·· ...• ~~ I I I I I ~ mWatcr Nil ~ Black flat _pderless tape -Not ApplicabJ:e · Beactivityin Wat.er Melting Point None SECTION 4-FmE & EXPLOSION DATA ·sh Method t 300~-C. U-1 Operi Cup Flanunable Limits LEL . UEL . inAir'I,byVolume Lo-.-Not "Appl. Upper Not Applicable 'Dition Unknown bire Extinguisher Media Submerge in water or cover with inert material ~-.rooed= Wear Self Contained Breathing Apparat.us to prevent; exposure to "fumes. Foam, C0z, Dry Chem Unl14Ulll Fire and Exploeion H=anl,s None J _________ _ I 1--.-.· ,,........ -. -. ·,.:· ... ·.. .. . ... .... . ..... .:~:;___;_ ______ ...:_..;,.·.,:}:;_· ..:.···_·.:::.}·;,.;·..;··.:..' _ __;;:_ _______ ...;__-:-___ ~-:---~-'""'.'.".'.".'."".'--:-;:"7~-"'."'."':-:-'.""". .. •. SECTION 5-:-PHYSICAL HAZAB.Ds (BE.ACTIVITY DATA> · · ·· , · ,. .. · · ·: ·.:: .. ·:· .: .. t.-:3. . .;. · ·: . .-.. · ·. · .. I $tahilil7 Uiiat.We t; Ccmditlooa · . Stabi. x1 to Avoid Avoid storage above 80°F and direct sunli2ht ,-.··., · ,,~,-~--.. , .-~.-. ·.... ,. ,.. .... 1· __ )1:_:~-.....;i._ __•:Wty_~. · --Acids~---B:a,ses~ ,.-Anhydrides. '·-Poiys~lfide~ ·.:;::.~.~-.:=·.:-;.::_:;· .. :,:,:-.::.:.!..::;:::-..·:~:.}!~?.-~(:~~~~;::_;,:'.:.._:.,~\ ........ ~:-...::-•.. ,._ "•/~: . :" . : ·,:f. . • .,,._.,.,.._.:,:-.,• ,M.'CQ".,..,"'\.:'-· •'l ,, ....... , ... ,.. u ..... ,_:,.. :• ,,._ ~· -~-• .. •••• , •' •••• • , ••. ·.•.-....-..;.•r,..,..,,P-:"•-.._ ·, ~·.· • -~: • 1.:..;.:.···.-... ~ :::,..~_.•·.-=-:~~: ... ~;· ;i"";._.t,-:.;..,:. ·_,...:,....... ...,_ ... _ .• ...... '' • . ·:··· -~-. . . . .' -~--~•:,:t;..~-;;;i:t;-;~~/;~·: ... -~·.,.~-~~:::=:~~:: .. I sEciioN 6 ~·mAi.mHAZARDs -.\.;::r · . . -. .··; .. :., .. ::.~----..... ·"' .... !.: .1/;.:f· .. : . .1:r . . . • • • •· ._,. ••• .t, • ·. --~~·-.:r;-~~:·::)-· · --~-t;-~~:o-'; . ?··;,."\-~~ :_: and/ or . ·skin'---~· ., -~ ~~--: ;~;;~ ::-~-~~::;: ~ ... :~_: i;,,.:x::.\~_,\._:;:·;;t;.t;:: . ._,, ... a ... ~-:.~~:·,~:.; •• ;~,;~-:~· • Denni ti tis Natioaal Toxicology ~es D ~ · No R!. .. . . . ' ...... ·-· .-· :.· :~.:::r~;-2~~.:: . .-_::.--·--.· -~-splinters or epoxy LA.R.C. Yes 0 .Monographs No ,Xk •• -• • ...,._,_,._,r .,--,-·-•• .~ ...... . ; :· .. . . ... - OSHA· Yes D · No je fibers r~~ fu<ce~;;i.:;;e skin c~;;:ta~t may cause ;irritation and/or S linter from e O emove sp inters as soon as possible to guard against any infection:· Fibers can be difficult to remove. Medical assistance may be required· Wasb aff epoxy w.ith water L Inhalation · · · . · · : · . : .. '· .. . . LoUTEs /.JF . Unlikely -Fiber size too large. 100 -200 microns ·· ....... Unlikely-· If occurs flush with copious amounts of water see medical help ry 3.Skin Wash off with soap and water. Use extreme ··care. to prevent ~ Most Likely -Splinters, Splinters are difficult to remov~ 4.. lagesti'on · .. , · -Unlikely --See. medical attention • . .. ,.. . ....... ~., .,. :~---.. ~.-.._ .. ~_ .. ·.-.: ... ··-:·"' . . . ECTION7 ~ SPECIAL PRECA~ONS ~ SP~ P~OCEDURES H-~:--~~Tah:n Careful handling to avoid any.penetration of skin or eyes by fibers. -'6 torage Fiber .size to large and dense for ·inhalation, 100 -200 micr'ons, and is encased in catalyzed epoxy resin. Some·individuals can develop __ rashes from epoxy-resins. Store in closed n · a · · ution:s None Known This-resin system should be considered more reactive than most ~ -epoxy re~in sy~tems to be Talccn in Ca,ie -.r . . . i,s~a:icdorSpilled Clean material can be returned to storage. Dirty material should he cured Handle material clean up carefully to avoid In accordance with Federal, State and Local regulations •. Cured material may not be a hazardous waste. SECTION 8 -SPECIAL PROTECTION INFORMA1.JON/CONTROL MEASURES ' pir.at~ Protection p«ifyTypd None Required tilzstion Loe.a! Recommended Exhau:st not Mechanical Sped..! Other require<!C"=~ As per ACGIH Industrial vet. Guidelines "rotectiv~ ·1ovC!I Kecommended 29 CFR 1910.132 ~o~tion Recommend 29 CFR 1910.133 ther Proc.ective C!othinK or Equipment 1· Norie v112-1 B U I L D I N G 01/27/98' 08:31 P E R M I T PCR No: PCR98006 Project No: A9704134 Development No: Page 1 of 1 J·ob Address: 2081 FARADAY AV Permit Type: PLAN CHECK REVISION Parcel No: 212-120-26-00 Valuation: o Suite: Lot#: 3405 01/27/98 0001 01 C-PRMT Construction Type: 02 109-00 Occupancy Group: Reference#: CB973212 Status: NEW ISSUED 01/19/98 01/27/98 RMA Description: NEW AIR COMPRESSOR-CALLAWAY Appl/Ownr : *** Fees GOOD & ROBERTS 1090 JOSHUA WY VISTA CA 92083 Required *** Applied: Apr/Issue: Entered By: 760 598-7614 ·Fees Collected & Credits ~-*** -------------·. --------------------------- Fees: Adjustments: ,_· .,Tot~l .Cred"i ts: .00 Total Fees: 109 .·00 .oo .109.0~ ~ • ,:, , • I ' Tota.~. -'J?aym~nt.s: . o o .Balance\ Due: 109. oo Fee description : JJ:nits ,\·/_".F,e'e/Up.i t Ext fee Data -------------------, __ :~.,.,__-. --, _____ 1:-1 ~t':"\ -,_--'-----",\ ', ~ .,,.-.~'·,' : __ ',------------------- Plan Check Revisioh Fee )' '· 109.00.\ ' 109.00 : ... , ',, ,' / . ---,; '.~ ~.t,f .· ,,. ... y· ' I . . ' .• ' : \ • • v; JJ ,' (' 1 ~ :c,:. ii~·c,, :, 1 ECi ?~·.;:: ,· '' ; '·' :'"•--. \,\~\ \ -~ , ·, ' I ' ' / . ' ,' ' J ; I FINAL APPROVAL INSP. __ DATE, __ _ CLEARANCE ____ _ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION FOR OFFICE USE ON~~ O ~ tJAI PLAN CHECK NO. J IJ? I '- CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL _________ _ Plan Ck. Deposit ---1.';.--l!F==---- Validated ,BY-----1.------l~'------ Date \ Subdivision Name/Number Total # of units Assessor's Parcel # Existing Use Proposed Use # of Bedrooms # of Bathrooms -~~~---~~~-,s-c--Prll':7r:-q""'~;~-:T";:·l:.cEl:P:-~-:-;·;:~J:-/~ll~""-·~~"~@J'.'.~~.~-~1:~~~~~4~ .... ~"£~~~~P~:itfAltQi";:"t:9wfi~ME.i~n.,.:.-:~~'&-~1~-J _..::; ~ ,: ,:..•J:;..J,,,'-«f',,~»,)~,l~"'t~:..< -.,;...:; ,~ .. ·,\»,'.~ .,__;~-~"Z1:..'7:,,i ..... ~---~;.~ .... "',"f,-l,.!rm..:;..t~~*:t .... \.~ rv-~~ _), ...... ~~~4r-f;.t,.;;ct,:Ji,.1~ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption._..,Any violation of ction 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500]). C::s7 ---U . ,., /Y State License # ~J...,J~1,._S::.c-.i~ ........ / __ _ License Class ____ .({..,_.-_,~J ___ _ City Business License # _______ _ Designer Name State/Zip State License# _________ _ ~f'.~2W9Rl:t~!iJfeQ~e~N"f.l\TIPN~(~:S:Z~-;I:rJ~::.~-£~:;2,.~;T?~~~~:;::I~:,SI~~B~5~1k~~t.,_~~1\t;fi~ti-k~~1tJ~J~~JJll[J;:~~~i~:j Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: u)"'"'1 have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company_____________________ Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE ______________________________ DATE _________ _ ;1 .:;~::,:c:>.Wtie.fll.1\J1(De]JJJ1,q~1~1:1ci~~~{:1~r:;·_~;:z::\~tf ~:~~¥:1:s~£~it:.i_~;~:;1t;::?'~¥?~:~ ~?~~: .~~::t~tf:t2~-r-t:::if~~Jt~"':-~~!tt:~~irt~~=~~~;;~.~-f:§·~t::t1§::~;j)ii)~tm I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is n!)t intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct ·the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contracior(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address I phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): __ -'-------------------------------------------------------- PROPERTY OWNER SIGNATURE _____________________ _ DATE _________ _ ~Q~~mul':!($1§.Ep_rJ.QN;~g'jJfQ.QN.,.lfl~IQW.ff~,Jll:P.@Atf&~li.~iPJl!,Y,;;S}~":t'.-;:~.2~~.:i1f.~:ffl:!?i::,Wf~~~3::rsf?:t:Z~f1~~{~~~~Ef~~3 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of _a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. J~i~.;~~~:tR1icu§'ffi1A1;riQ1.11Q;I\GEN]Y~:{t:z,uz;c.0&:~~;_,;,_.:::1-~~x:; ';1,~:J,3'.'ig~:f~~~:r;,,;~i;J:'i~d'!~?t:J~]i.~~':t':·~~:::;: :~ .:.: ;,,::\ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME t<I/A ' LENDER'S ADDRESS:;::;;;;;;:;;;::::;;:::;;;:;;;;;::;:;;;::::;;::;:;;::;:;;:;:;:;;:;;:;;;:::;:;:;:;;:;;:;;:;;::;;:;::;;;;;;;;;;;:=:=;::;=:;:;:;:;:;::::;-;;;:::-;::-;-::::;::: r§.~:._:J.:JA'le~,c~'!ttl,ri.~1;~n~~An.<>1.t~·{tt?;~0&~~~~€ic~~;1~~;:~:;_~.;;~~~f$£'1~Y~J-~~~!$:11ti!li:t~~i~~:~~gd:~UL~:1y;~:~3~~:13f~ .. ~~~s~$:0£tf;~ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit\/ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF .CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations 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 wor menced for a period of 180 days (Section 106.4.4 Uniform Building Code). DATE -....,.,c-/_____./~9---.:n--=>tfl __ YELLOW: Applicant PINK: Finance PLANNING/ENGINEERING APPROVALS PcVL c/B-06 PERMIT NUMBER -=C=-8~=----- ADDRESS 208/ @/2-i4pA-c,/ Av'. I RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) PLANNER c/ ~J_ C:\WP51\FILES\BLDG.FRM DATE /..., 2/-f.fJ TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE__,_(~.....;;;;2'--/--~-=--- DATE )6d-/fY Rev 11/15/90 . --. ~-. -\ ·.,·· (, KLT CON~UI.TING STRUCTURAL ENGINF.ERS ' 3430 Irvine Avenue D Newport Beach, California 92660 (714) 263-1308 FAX (714) 263-1310 STRUCTURAL CALCULATIONS .. ' JA-tl. .. PROJECT SUBJECT \__ KLT CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 Tel: (714) 263-1308 Fax: (714) 263-1310 1 CA-l--l.ANA-y e::tL?lf= DATE~ ¥ SHEET / OF __ _ ~ ij? /=::µLd/?--::,//8£.= CALC. BY r' JOB CJ7-/ ::J-/ 1( ~M-==-10 1 1-v:::-(lo-t~ _) i,~ ==-4-o 3// AJ!I ~ I H ;::::-f/0 ( 1-0~ =-~ -!f fo =:. =;: .:i'~ .,e. I q tf fDI < & 7:5~ 1,-'bX ,. "-5X /,I G D. ;::. :2 (;16)( IC) ~ /_:;? ..J M<_ ~¥ ?< I• 6>< kt:i> x ..:l4~ ~ . >-7 ==-1/' w-1/ 6Yf< fv===-/.:5X~x.5 =--¾J='6I -C::Cj-5~ ~ .E,...::J.-5 :J._)<b 1/tfff½? U~ I~ .. ( \. .. KLT CONSULTING STRUCIURAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 Tel: (714) 263-1308 Fax: (714) 263-1310 I PROJECT C,'Af /-~ c:::J~ · OATE..;Mi. ~ SHEET ;;J OF __ ;/M ¢?;, rucl~LlP-k CALC. BY f?'= JOB =rZ-/M n: SUBJECT ,, rt vi.:: bx~ -t 1, 01-~ J & =:;66b .:11-;, H-=-~ t b~ =.:::,_,q70 :t/- b .::::-.t8, I I cl~ 7::i-,/;,::-b,bJ/ frn :::-;s,c0 p6/ ft/::::-~~~/ A:$ = C..-?/ X;,. =-.,6:J../17" ,e6,AM p::::-~ .:::. -~1176 hf'~ ~~ x .~/17£ 7~;,(J~ ===-~ ~ 3-/~£ K =-~np-t nr _)!£-np .:::. • ~&Lf. J::-J ... ~.::::. -1~5 7Jv::=--; .. ,B fb ::::-:u::/7'?/;_ 1~ ->'7-7..6 ;;z3 << -~*-..f3)(.66 ~ ;c:: _.k_ .:::-__,..!~=:;,..Lq..JC:.:z:...::;;~~z<~; :::i.. __ 1..-J {·b~ 1-CJ~:J( 66_). P61 ==-96.::i-pbl << ~ At?p :::i _ -#-1z l=LJ LL UtJbti-~c , e1/6P.... oper-11"' &/~ ' . . .. KLT CONSULTING STRUCTIJRAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 Tel: (714) 263-1308 Fax: (714) 263-1310 / PROJECT _C, AL~ eu:::,'-F . CATE JAd ~ .. HEET :3 OF __ SUBJECT ,./1=µ..j ¢1c.,:, EiJcl /:)1./.R/=:= CALC. BY -12'-JOB q7-/.::::L/ ]/ pJ :;:J,-' -=fP-1 F . . WAU-fr[. ,~~~,! ~ -JV Pl~~H ~~,6~~ tv:::-~)(--=b~2:::.. 5/ -~ ff-=-~)<--?x.eGx~~+JS;(~~,,t-? ::;,~-=b.:f/.. t1 ::-,;,,j-3, ( ':;-5..:/'f + 5/ t.t::i.-syfr- ==-I "7 'Sb 4/-. LJ-'bls :;.-.:#--!;; A-7 /.E:fl~ ~~:;.J-,Jr p:::-~? :::-.~J/-:87 KLT CONSULTING STRUC11.JRAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 ( Tel: (714) 263-1308 Fax: (714) 263-1310 / PRO~ECT _cdtAPJ,A-:;1 &dF DATE~ ~..BSHEET 4 OF SUBJECT t/l#-<I ~~ ~~ L ----ifJ. ~~ CALC. BY /2 JOB q7-/.;::y .Ji;_. \I\ <{ - TRAf{-s/~~ PIP-§.C/J~ l:i w:;::. (/£> ,x/A4;7-f-~~--/£~(AZ.SJ /~6 #-~ ~..::. /..!!3c> >< l-$..5 .:..::i. 7~0 :#- /?/Af'~H ~ =-::i-J:JLJ :=-:2,1 41/1 ~ ,Jt::;pj L-H L/. ~ tJb/;; ~'~f~ f'AT:::iE> ud-d' ~ H~ ~ rw~e-tl -=-~ -;?£,x.~,~ fe[ Wl~f1J-..l0 ~ ~ ~.::i-o~ ub~ 1=f~P~ t/P~. wJ - 1-~'1' 17fPJ.J 8.?1f ~~ A-T Ex1¥J-i0 N~ . , < ' -' ) ,.., KLT CONSULTING STRUCIURAL ENGINEERS 3430 Irvine Avenue, Newport Beach. CA 92660 Tel: (714) 263-1308 Fax: (714) 263-1310 / PROJECT_ 6M / ~ e::u:::>L{= oATE ~ 49.BsHEET ,S: oF_· __ SUBJECT ~ ,¥ , Et-Lclc?6,2P.£;-CALC. av rL JOB ~-1~1 .JL ', . -· '-~ ~ '~ , ..... ' ~ ~-==-1~;<-=--l~:;:L/~.rt hX /o ~.:::. .;::., I 6.:::i. ..:::.. • I :::L ,r --9/~_) /)~l=, ~-#=-15 ~ c,~ ~ ... pu ,-./.Dp,poN_ NALL lL>/>.t::7 ==-17 XB5+{tof=:>-5 = '91'6-.#-/i e, :::=-14?15 -=-/..h /bG>O