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Home My WebLink About2180 RUTHERFORD RD; ; CB020858; PermitV I :m ~ . · City of Carlsbad 1635 'Faraday Av Carlsbad, CA 92008 04-19-2002 Commercial/Industrial Permit Permit No: CB020858 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: · Applicant: 2180 RUTHERFORD RD CBAD Tl Sub Type: 2120702500 Lot#: $30,000.00 Construction Type: Reference #: CALLAWAY GOLF . HVAC, COMPRESSOR W/STRUCTURAL INDUST 0 NEW Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 03/22/2002 MOP 04/17/2002 04/19/2002 SMITH CONSULTING ARCHITECTS STE 200 l2220 EL CAMINO REAL SAN DIEGO CA 92121 (858) 793-4777 CALLAWAY GOLF CO 22$5 RUTHERFORD RD CARLSBAD CA 92008 5360 04/19/02 0002 01 CGP 1. Total Fees: $541.23 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD#3 Fee Total Payments To Date: $.157.94 Balance Due: $242.99 $0.00 $157.94 $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter.Fee SDCWAFee CFO Payoff Fee PFF PFF (CFO Fund) License Tax License Tax (CFO, Fund) Traffic Impact Fee $383.29 , Renewal Fee -$6.30 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 i: Add'I Renewal Fee $110.00 ·t Other Building Fee r Pot. Water Con. Fee Meter Size ,: ,,.: $24.00 $0.00 $0.00 $0.00 $0.00 ('· Add'I Pot. Water Con. Fee Reel. Water Con. Fee $0.bo $0.00 Redev Parking Fee Additional Fees TOTAL PERMIT FEES $541.23 FINAL APPROVAL Date: 6. ~ '/J 'L---Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, ·void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any f f hi ' T h' f I' i i h 02 383-29 0 u · PERMIT ~~LICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 ,,....,,.H,,,, o/"Afo' ,,,,... ,J ,)"",, ',,, ~-"."'"""-~~7-,.,,---,"""' , " ' ,, ,, ,,. "'' ' ,' ~ --~,. , ' Lot No. Subdivision Name/Number FOR OFFICE USE ONLY PLAN CHECK N0,O"2..,. e;s-s EST. VAL. 5c:)f O(!) {) r-1- Plan Ck. Deposit / 5 /. &l-'f Validated By f {)'D Date }/'2./l,,~6/ Unit No. Phase No. Total # of units WV.t. VJ.. C Gi=" 1 ~7 = 9Lt # of Bathrooms -- Name "J??a~ /;,). /r'°"" -+A---<. Address // {? ) J:_'-· slkCt., U_::>~ _ Cit~, {//' ,s,'tq _<;_ t?I, State/Zip '7:l,J}rTele~ne ~~ax # -5~5':JS- ~,illlC;t\:. 'ES[ll~qqn.(@it¢r. ~ O~E!ntt9r:.G_o,nti:,a_q1;or,_,,,:'IlQwfl!!fa~,n fqr:,<;.}ytne,t-;:,~~,,;0,;i~~~~;::~i:,;;,c:,f '//,;, ¼-.'{ '.~>:::{ ;i;~3:z; Name y lf.:' )~ROP,i:iRD[OWNER:,·:_-,' -_·:-, "." (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 a,nd Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant t.e a civil penalty of not more than five hundred dollars [$5001). ,T4s /It~ J?;c,J'c.-,fs. vo/ ttqfµ, <'PE 'i~cisg-?t:.o-svz--0 s""r:;'>& Name Address City State/Zip "rel , ho e'"1I) State Lice~se # -~__.,-'-'"'-~'-----License Class /3 City Business Lice,nse # U!,p!'/)!!.'.!.!!~U--4 Design~r Name , Addrf~JO f;I, r/rM fNO #-ia, City Q Sq~30 TeliiPJL7qJ-f7TJ ~~~:~~;:;:&:QJJJl4~f Qt{. -,~::,: ,:,7, -.~:. : ~ :~~:~-,-:~·:-:----, ,-.., ~~ ~735-,, -: :,, ,:, ; \',/ ~,',,\' ';i:)n-~,~~-:_:f ::::r--~-',;;i:·~;2:.;~~--"'J'.m ..,..W?r)-Jrs' Compensation Declaration: I hereby affirm under penalty of perjury one of'the following declarations: · i 'WI have and will maintain a certificate of consent to self-insure for workers' compensatiqn as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company (7,7/,s: A):.,7(,' f~A<:c:~~ .,_,/~-=-Policy No. 0?9~0/-Cl;JJ I /6 Expiration Date 7-/ -o 2-. , {THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100)-0R 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 secl!re workers' compensation covarage is unlawful, and shall subject an employer to-criminal pen11!ties and civil fines up to one hundred thousand dollars ($100 000), in addition t the cost of compensation, damages as provided for in-Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE --~ f-DATE t:.-/-/9-C<., , 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does -not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for. the purpose of sale). ' D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and ·contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). ·o I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _with the following person (firm) t_o provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the -following person to coordinate, supervise and-provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have i;:ontracted (hired) the following persons to provide the work indicated (include name/ address / phone number/ type of work): , PROPERTY OWNER SIGNATURE _________________ ~----DATE ________ _ t?:i~i!t~TJL:tJit$;§1;9ti§k1:i?s;t[qN£.f~@E~mi~-;~1,11~1?itf~!flri~Jf$.:Qtlfit .--~~·.-::_:-r:.:, ,:;_~~~z:2'.2:::;:\::i:· ;1::.1~1-:::;.l:.::i?~;_,';;'.~~si:1'.':t:::f;,:,~:t:r:si 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 Hazardqus Substance Account Act? 0 YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? tJ YEi;, 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. ~~TRU:QTION':,1:.ENDING AGENCY·,;:-:-'' ', :. : ,: ': -:,::":: ~ I here~y affirm that there is a construction lending agency for the performance of the work for·which this permit is issued (Sec. 3097(il Civil Code). 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 e ired for excavations over 5'.0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every per it iss ed by the building Offi al under the provisions bf this Code shall expire by limitation and' become nail and void if the building or work authorized by such permit s no ced withi 8 ys from the date of s ch permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is i:: Section 1. .4.4 Uniform Building Code). "'2~ I APPLICANT'SSIGNATU . , DATE ?i '1,/ 6J,.. -~------~--------- PINK: Finance J City of Carlsbad Bldg Inspection Request For: ~f3M002 Permit# CB020858 'B/1 Title: CALLAWAY GOLF Description: HVAC, COMPRESSOR W/STRUCTURAL Type:TI Sub Type: IN DUST Job Address: 2180 RUTHERFORD RD Suite: Lot 0 Location: APPLICANT SMITH CONSUL TING ARCHITECTS Owner: CALLAWAY GOLF CO Remarks: Total Time: CD Description Act Comments Inspector Assignment: TP --- Phone: 6195202143 Inspector£ Requested By: TROY Entered By: CHRISTINE 19 Final Structural Altve; ------'-------- 29 Final Plumbing 39 Final Electrical 49 Final Mechanical ! t--,fr;?C ----a.--- Associated PCRs/CVs PCR00003 ISSUED PCR01025 ISSUED Inspection History Date Description 06/25/2002 15 Roof/Reroof 05/01/2002 11 Ftg/Foundation/Piers 05/0112002 12 Steel/Bond Beam Act ' lnsp Comments AP TP WELD BRACKET TO STRUCT@ ROOF FOR HUMID/AC UNIT WC TP AP TP HOUSE KEEP PAD FOR COMP & DRYER /• /°"_· ------------------------------------ .... ~ KLEINFELDER FINAL REPORT FOR SPECIAL INSPECTION AND MATERIALS TESTING DATE: August 1, 2002 To: Building Department City of Carlsbad 1635 Faraday Avenue Carlsbad, California 92008 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMIT NO. CB020858 17348 PROJECT ADDRESS: __ -C=al=lo=--w-a,.._y...;:G-::o=lf ... @_.__2 __ 18 __ 0 __ R __ u __ th __ e __ rfi=o--rd=R=d, ... C __ ar _____ ls .... ba __ d __ C __ A _____________ _ We declare under penalty of perjury that, to the best of our knowledge, all the work listed below requiring special inspection, material sampling and testing, including the off-site fabrication of building components for the structure/s constructed under the subject permits is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on this -1§.t_day of ___ A __ u_.g.__us __ t ____ 2 __ 00 .......... 2 MONTH YEAR Special Inspection and Materials Testing covered by this final report include the specific inspection and testing services for the specific dates listed on page 2 of this report. The type of special inspection and testing services described in our Daily Field Reports is summarized as: Observation of field and shop structural welding. A. H the inspection services were provided by an approved materials testing laboratory or special inspection agency: TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: ______ KL=E=IN=FE=L=D=E=R,_._IN=-:...;C ..... ____ _ ADDRESS: 5015 SHOREHAM PLACE, SAN DIEGO, CA 92122 RESPONSIBLE PROJECT MANAGER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME (Print or Type) _____ R __ O __ N __ AL=D ____ .C __ • ,...TH .......... O __ M __ S ___ O __ N ______________________ _ City of San Diego Special Inspector Registration Number: #380 Expiration Date: ______ 12aa../;...;3 __ 1;..:./...;;0 __ 4 ______ _ SIGNATURE: -~ ( ____ -. ~ RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME (Print or Type) ___ -=RI=C=K __ E=·-=L_ARS=-=O=N ________________________ _ cc: Calloway Golf Industrial Commerical Systems 17348 Pa2e 1 of2 08/01/02 lt..,j KLEINFELDER CB020858 6/13/02: 6/18/02 6/21/02 6/24/02 6/27/02 7/2/02 7/3/02 7/8/02 7/17/02 7/18/02 17348 Pal!e2 of2 08/01/02 Ill KLEINFELDER Construction Observation Report Date 7 /Jg/ 0 2-. Client ---------,-....----r-+-"<--------,1----..,,--DFR No, _______ _ Project Location _,::Z._/g'i.c....__0_-'------'--__,__"'--1---=::__--=----=----+-------'-,c=- Contractor~/ C----=.S~---------- Time Arrived I l OU Time D1parted f 'l C,--O Reviewed bY------------Date Reviewed----~---~.~~fime ~ l a le lype of Observations ~ -1,,,.. e Masonry 1, C:-,:..A ~ Welding 0 Bolting . D Batch plant D Reinforcement Steel D Pre-Post Tensioned Tendoh D Foundations 0 Fireproofing 0 Metal Decking D Concrete D Soil D Other Documents Referenced -~"-IA.J-~~o~/~"~/~:-~o~o~-/4#-'A ...... ffff--"-r_Vu_e"----'-'J.------+p~/4-ec.~A./~~-~~S~f-c-~c..._,'J~--- A + ' l/U ')( ~ If Jl'"Ct_ /"l I ~ I / <, ...,.( ? f Report items comply D Report items incomplete Acknowledged by c...fia,/ /(~ Representing __ (_:$ ____________ _ Pagel-otL Kleinfelder Representative Print Name F-1 (9/93) ;:rc..]5p~ 50717, ls'-8S- Ill KLEINFELDER ,, Construction Observation Report Project Name-G~ec-C..L/~/a~""'-=-=---q -y~0?~o~{_f' ___ _,_/_,_1....._l/~A.,_(_=---"-~-<.C-="-=l-=u ...... t......,la"'""'l...__.l...._auc=.__ Date 7/17 /o--z._ Client~-----~-___ Pro~ct ~o /7 3 \.{ g_ Project Location '). / (O R.., 1 i e, [~rcl t-<cL . Cc.., r~ 6 a. cA DFR No. _______ _ Time Arrived D 6 00 Contractor _LC. 5, . Bldg. Permit No. L.. Bo?. 08.S.i< Time Departed / 6C){) w~, Time 5, 0 J..r Reviewed bY-~----------Date Reviewed-------- "fype of Observations . ,_I D Masonry 1,c-/vj ~Welding D Bolting 0 Batch plant D Reinforcement Steel D Pre-Post Tensioned Tendon D Foundations D Fireproofing D Metal Decking D Concrete D Soil D Other Documents Referenced _.;.....:Ac.._'1-->_t---=b"---'l'--ts...._l_· _o_o_+j;--"-'11,p,.,,"'::,='-=o..-=c...u t""_J_;___::P~/4'--'-a..::_#--"'~"-l~i-Jf'-'--..::_C"'\=.cC j=------ f/vlfl . 0AJ1+- -3 116 ,, D I le 1 ~ report items comply D Repo~ items incomplete Acknowledged by ~ t</--e-- Representing __,_/...c::6=-,,:$:;__ ___________ _ Page J_ di_}__ D Report items comply with exceptions emfelder Representative Signature s'o~ 1-1. w~r, c~ Kleinfelder Representative Print Name F-1 (9/93) ~t1d, '1io717 c..f?~ Rr Ill KLEINFELDER Construction Observati,on Report Project Name C.o.\lo.c,-Jo.y G-ol £ Client---------------Project No. 17 3 lf 8 Project Location o// 80 Ru+her £c>rd Rd Co..rlSbo.dJ C.B Date 07-Ool-<2,il DFR No _________ _ Time Arrived ______ _ Contractor .:r C. 5 Bldg. Permit No. C bDiil0858 Time Departed------- Reviewed by Date Reviewed---------10-fal LI ~Time -'~H~t:.~':J'.~---- lype of Observations D Masonry 0"welding D Bolting D Batch plant D Reinforcement Steel D Pre-Post Tensioned Tendon D Foundations D Fireproofing D Metal Decking D Concrete D Soil D Other Documents Referenced ---------------------------------- N. ' . 'd. "J. • . Q .. HVliC t. Cam Pres soc .8cl. 1'r1on I • · (oPe.n,'n~s) · Summary ,ii roo£ f>e.11 ~+,.o..+,·cnS Pe.r: re,v,'.seol Plo.n de..+o..;I s1/<oo.nd 7 r - (D C.Dn£,~r-me.c/ u.Je..lde.r Ce..r+ .. ci Report items co~ply D Report items incomplete · D Report items comply with exceptions Acknowledged by &.--~ ~r Representative Signature Representing _ __,~~--------~---- Page _L of __L_ F-1 (9/93) Kleinfelder Representative Print Nak Ill KLEINFELDER Construction Observation Report Project Name C.a..JIQ..Wo.v GoJf Date 07-03-0~ r Client-----~---------Project No. I 7 34 8 DFR No. ________ _ Project Location ,;v 80 RiA+be_cf:ord Rd Co..rJSbo.d ~,, .) Time Arrived _______ _ Contractor IC. .5 Bldg. Permit No. C b()olQ8 SB Time Departed------- Reviewed by Date Reviewed---------71;1;;':).Time ~J~11~t~.J~---- lype of Observations D Masonry 0'welding D Bolting 0 Batch plant 0 Reinforcement Steel 0 Pre-Post Tensioned Tendon 0 Foundations D Fireproofing D Metal Decking 0 Concrete 0 Soil D Other Documents Referenced ~--------------------------------- I H ~ H ' p .. . uc. -VIIC , C,om ,-e.ssar 8dc:l,f10n Summary Pl roa£ oPe.nin~S 0,.S Pe.r re.'v,'sed Plo.n sl,de.±o.il.5 (oo.nd1 ~ I c.on+{nCAed-fo · , , · Ill ol:ase.rv.ecl the; £,'f-lt4P o-.ncl '-IJ«.ldu,!} a-£ new coo:£ 5uPPar+ s+eel. r/ Report items comply D Report items incomplete D Report items comply with exceptions Acknowledged by_t/4~.::.=-~~1---__________ _ Representing---------------~-- Page _L of _I - F-1 (9/93) 'taeinteicier Representative Signature .ToAn T: /17,Jler IC.BO Kleinfelder Representative Print Name Ill KLEINFELDER Construction Observation Report Project Name Co..l lotltJo/ G:oJ£ Client----~----------Project No. I ]3 '-/ 8 Date 07•08. Oci} DFR No, ________ _ Project Location _....,,p/""--'-l_,,8..__0,-,e__,Rci.,,,u"-'-+'--'1,~e.o.Lr__.f_,,o...,r-.__,d _ _._g........,c:1,____.c...,o.._,_r...,1$,J..bw:0,..,......d....,)_,,c."""fl'-'---___ _ Time Arrived-------- Contractor_=I.-C.~S __________ Bldg. Permit No. C.. bo«oB5& Time Departed ______ _ To+o..l Reviewed by Date Reviewed ________ _ ~ Time _t>f-~,H~t",-;S~---- lype of Observations D Masonry !!?'welding [j Bolting 0 Batch plant D Foundations 0 Reinforcement Steel D Fireproofing ti Pre-Post Tensioned Tendon-----D Metal Decking Documents Referenced BPProve,d Plo.nS ond sPe.c. • cil" Report items comply D Report items incomplete D Report items comply with e?(ceptions Acknowledged bY-----~------~--- R~presenting -~---------------- Page _J_ of _L F-1 (9/93) ~r Representative Signature Kleinfelder Representc1tive Print Name D Concrete D Soil l]-Other Ill KLEINFElDER Construction Observation Report ProjectName LC<lk{,J~y Golf' /HvA:-t AdJ,f!'o~) Client -----------..ac-----c--Project No. 1j $ ~R Project Lffffiiti'a~;_=z,~,!~?;y-::.g;t1;;;~mi~,A Cvr &ba { Contractor / 6,$ Bldg. Permit No. 02. ~ ~ £ ~ Date t:,/;~/02_ · DFR No. I_>, Time Arrived _0-'--~_0_0 ___ _ Reviewed bY------------Date Reviewed ______ _ I!_me Drparted 0~ /4~~Time A,~ Type of Observations D Masonry £/..f ~ Welding D Bolting D Batch plant D Reinforcement Steel D Pre-Post Tensioned Tendon • ~ ':I, D Foundations D Fireproofing D Metal Decking Documents Referenced AtJS Df. / -9.R /f' /4.,,,. <t -,¥ec .S. /,11 .S. C b Report items comply D Report items incomplete Acknowledged by ~ tzC~ Q =" Representing __ ;r=-_C--=$:._.__ ________ _ Page+ot-J-- F-1·(9/93) , Kleinfelder Representative Print Name JC~O #-~07 [7CK-gs-\;_, D Concrete 0 Soil D Other Ill KLEINFELDER Construction Observation Report Project Name (u./1"-Wo/ 0a/f /Hv&c Date 6/f<,z/02., DFR No. 2 5,. Time Arrived ~O~?~o~o ___ _ _,_....__.-=;;;... __________ Bldg. Permit No. _0=-2_ .. -==g::~~=--=-----Time Departed f~/~O~O ___ _ ~ime 4,0fv-Reviewed by ____________ Date Reviewed-------- Type of Observations SAop D Masonry l)("welding 0 Bolting D Batch plant D Reinforcement Steel D Pre-Post Tensioned fendo·n D Foundations D Fireproofing D Metaf Decking D Concrete D Soil 0-0ther Documents Referenced --#--A-'--o~~"-"i)~/--=o_._/-_Q__.c.__~""--lr--'/A'--L-C/WJ'-=-. --=..$~4--=~'-l-f.?--=-r;cc...,,.c-....c~-1-'.A--'--l_r_c.. ____ _ D Report items comply D Report items incomplete ~~--· a/l .. ~-;; ~"" {.._..; Acknowleaged by 3' ~ ~ ~-~ , -r-c..5 f Representing_· ---'4--'-"--_,,,,::;.__ _________ _ einfelder Representative Signature . . ! Page+of~ Kleinfelder Representative Print Name F-1 (9/93) XCI10 /:I ~o ?f?G ts-8.5 ,. . : Ill KLEINFELDER DFR No. _______ _ Time Arrived _,_/~f~C}~a ___ _ Reviewed by~-------------Date Reviewed-------- Time r,"parted~..s.'00 ~I Time <i_i{J f, Type of Observation~•'r / ' D Masonry fl l'f ,. Welding D Bolting D Batch plant D Reinforcement Steel D Pre-Post Tensioned Tendon D Foundations D Fireproofing D Metal Decking D Concrete 0 Soil D Other Documents Referenced __.A'----'--"-~-=--~----D...c_._l--=..0 --1-l_-_cr---'---""'g_--l1/'--+-1-;:),..,,,.e........il~&2=----\.,,6~-(_s. _____ _ ?'ore D Report items comply D Report items incomplete Acknowledged by ~ h -- RepresentinQ----~----------- Page-{-ot+ F-1 (9/93) f?FJ 0~~ ,',u - Ill KLEINFELDER Type of Observations , 1 } D Masonry . Firt7J ~ Welding D Bolting D Batch plant D Reinforcement Steel D Pre-Post Tensioned Tendon D Foundations D Fireproofing D Metal Decking D Concrete D Soil D Other Documents Referenced _._A_.___u-=-=s..=-b=-,t_c__" .s--l-_9-+--=-%----1/~D____:.:_.::..._k)~b~~=---,_------- ~ Report items comply . D Report ftems ;,complete Acknowledged by ~ "2."..i.~ ..... -- Representing ~~-------------- Page--l-of+ Kleinfelder Representative Print Name F-1 (9/93) Ill KLEIN FE L o·E R Construction Observation Report Project Name _6_4_{~/C(~f,\J~C\.~y~l-=---~l_f~A_I Vi'-'-'A_q c_-==6C4-xt~'~-=>L=-pS--=---1'_0.<J--=---Dateb/~7/0~ DFR No,_1,=--c$ _____ _ Client Project No. !' Project Location A (l{O Rv4-he,r,,J Rel Co,&~ cA Contractor---1-/_,._L;...$ ____________ Bldg. Permit No. C,.2-fl~f? Time Arrived OY O 0 Time peparted _/_'-1_0_0 ___ _ Reviewed by ____________ Date Reviewed--------~~el-Time 4. {kA/' lype of Observations D Masonry ----.5hop .O(welding D Bolting D Batch plant D Reinforcement Steel D Pre-Post Tensioned Tendon D Foundations D Fireproofing D Metal Decking D Concrete D Soil D Other Documents Referenced ~fi_i.J_S._b~/._J,._~-'--"'"~"'--I-/_A----=ia'-"'-'.c>.t.c=...L.../. _~_,f>:='.==-.;_c_.S.~/_A ....... ,-='SC=-.:.._/_D_F_R__i__:i:l-=-A....._,,,,,,~'--- I f Report ;terns comply /J ~D Re~';;(//omplere . Acknowledged by fvfJ1i.... U ~..(b Representing I.l )> - Page-f-of+ Kleinfelder Representative Print Name a F-1 (9/93) -~·j ttW NUCCIR Mill Test Report BAR MILL-PLYMOIITU !IUCOR -PLYMOUTH IS Rll 1.s.o. 9002 AND RN R,B.S. CERTIFIED MILL SHJ Ite111 Description BeatU Yield Tensile Elng C Mn p s Si cu Iii Cr V Mo Nb Grade p .s. I. P.S,I. ~ 8' Wt/ft l l! 6 FLAT BAR 220991 42, H8 66,052 30.0 00 ,15 .74 ,014 .041 .23 .42 .10 ,18 .005 • 020 .005 ; ASTM A36-01 ASMESR36 42,320 66,398 29.020.400 3/8 K 5 FLAT BRR 121124 49,585 68,693 32.0 00 .13 .72 .OD6 . 031 . 25 .29 ,09 .10 . 005 .018 .005 . RSTM R36-0l RSMESR36 49,159 69,IH n.o 6,38D 3/8 K 5 FLAT BRR 221123 48,618 70,963 32,0 DO .u .64 .005 .029 .22 .35 .12 . 12 .005 . 031 ,005 RSIM R36-0l ASMESR36 49,285 70,771 32.0 6.380 1/~ K .!I -n·nr ·snR· -,220344 -58,087 78,896 28.0 DO .18 . 79 .011 . 028 ,-26 -,:32 . 08 • 10 • 008 , 011 • 001 " RSTM R36-01, ASMESR3 6 57,644 1·1 ,T31' 28. o t. 2so -,\. M~4)v~ WE CERTIFY IBRT ALL MRIIUFRGIURillG PROCESSES, llilCLUDililG MELIIIIG OCCURRED Ill TBt UIIIIED STATES. ALL OF THE MATERIAL PRODUCED IS MADE FROM SCRAP SHEL AlilD !ROIi, MERCURY IS NOT USED Ill TBE PRODUCTION OF STEEL. ALL PRODUCTS PRODUCED ARE WELD FREE, PLANT METALLURGIST QUALITY ASSURANCE MANAGER .... (5) 0. .,. City ot Catlahad 02-858 4/3/02 City of Carlsbad •:fii•Gii,141•14·ii1Ui!Yiii BtrlLDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION D~ Not Remove F~ni Plans Plan Check No. Da-858 Job Address or Legal De$cription itSO Rutherford Rd. Owner~ GOif Address fl 6 6 ,2u1lfedFo,1JJ 11.DNJ You are hereby notified that in addition to the inspection of construction provided by the Building Department. an approved Registered Special Inspector is required to provide continuous h1spection during the perfonnance of the phases of construction indicated on the reverse side of this sheet. · The Registered Special Inspector shall be approved by the City ofCarlsbad Building Departnient prior to the issuance of the building pennit. Special Inspectors.having a current certification from the City of San DiegQ. Los Angeles, or ICBO are approved as Special Inspectors for the type of constructicn for which they ate certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of C~lsbad building department. The inspections by a Special Inspector are in addition to tg.e inspections nonnally required by the Courity Building Code. , The Special Inspector is not authorized to inspect and approve any work other t~an that for which he/she is. specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials. structural changes~ or any requests for plan ch;mges. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inipected and approved.: The final ins})ection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perfonn the special inspections on each of the items indicated on the reverse side of this sheet. (over) go·d 9lS109SSS8r.:xe.:i . d'10) 1I9S3 /, ;) J City of Carlsbad 02·858 4/3/02 SPECIAL JNSPECTION· PROGRAM ADDRESS OR LEGAL DESCRIPTION= a,~ r<v1H6'aFott() ~01ro PLANcHecK NuMaeR: DZ--f>~9'. owNER'$ NAME: ~ ,olR I, as the owner, or agent of the owner (contractors may not employ the special inspector}1 certify at I, or thQ_architact/enginaer of reco.td, will be responsible for employing the special inspe o s.) as requir~d Uniform ulldlng Code (USC) Section 1701.1 for the construction proje. I t t the i isted ab e. USC Section 106.3.5. I, as the engim::er/architect of record. certify tb(lt I have prepared the f'ollowing ipecial in$pection program as required by UBC Section 106.3.S for the construction project located at the site listed above. 1. Liat of work requiring spacial inspactf on: D sous Compliance Prior to Foundation inspection D Structural Concrete Over 2500 PSI D Prestressed Concr,te D Structural Masonry D Oei.f'1ner Specified t2l Fleld Welding D J:figh Streng~h Bolting D Expansion/Epoxy Anchors 0 Sprayed"On Fireproofing -D Other ____ _ 2. Nama(s) of individual(s) or flrm(s) responsible for tha special inspections listed above; · A. ClitU~t1r1tJ w116~ ENh. 14u M~c"f'i ~ sw a'"'° ~" 'b111 B . .,......_...;.._...,_ ________________________ _ c. -------------------.......-----------,--- 3. Duties of the specfal ln,peetors for the work li5ted above: A. AN'4. AM flu.et W@41~ l-e55 fffM 17/tb" B. Special inspectors ehall Check in with the City and preunt tneir etedenttpls for approval.grior to beginning work on the job site. l.O.d 9LSW9S8S81:Xe.:t '&Im 7I9S3 Apr-24-02 01:lOP I· P.01 Sm ithConsu lti hgArch ltects TRANSMITTAL To: Mike Majors. Company: CALLAWAY GOLF COMPANY 2180 Rut)'\erford Road Carlsbad, CA 92008 . ATTACHED: No. Copies Date 1 4/24/02 TRANSMITTED VIA: 181 FAX {Sheet 1 of 5) D Mail - D Messenger D Overnight Delivery D Other REMARKS: DISTRIBUTION: SCA File Rich Ruzylo Callaway Bill Boothbl I.C.S. Description Field Bulletin No. 001 Fax No. 760-804-7009 760-930-5350 760-599-0535 Date: 4/24/02 Project No: 02120.T ----------- Project Callaway Golf -HQ HVAC, Comp. w/Structural I ACTION D For your approval D For your review and comment D As requested 181 For your use/ files 0 Reviewed as noted D No exceptions taken [J Revise/ Resubmit With Encl. W/0 Encl. 0 D 181 D 12] D D D BY: Andrew Tarango 12220 El Camino Real Suite200 San Diego, CA 92130 a53,793,4n7 353,793,4787 fax APR-24-2002 13:17 95% P.01 P.02 Sm ithConsu ti ngArch itects ARCHITECT'S FIELD BULLETIN DISTRIBUTION OWNER ARCHITECT CONSULTANTS Field Bulletin #: 001 CONTRACTOR FIELD OTHER ------------- D D D Owner: _C_a_l,....la_w_a.,.y_G_o_l_f ______ _ Date: 4/24/02 Project No: 02120.T ------------Contractor: NIA _ __,. _ _._ ________ _ Project: CG -HQ HVAC Compressor Issued By: Andrew Tarango Injection Molding This Bulletin directs you to proceed as indicated: CHANGE AUTHORIZATION: D In order to expedite the work and ·avoid or minimize. delays in the work which may affect Contract Sum or Contract Time, the Contract Documents are hereby amended as described below. Proceed with this work promptly and submit final costs for Work involved and change in Contract Time (if any), for inclusion in a subsequent Change Order. CLARIFICATION NOTICE: ~ Clarification to the MP1 .drawing (see attached) Execute promptly the instructions given herein, which interpret-the Contract Documents or order minor changes in the work without change in Contract Sum or Contract Time. Indicate your acceptance of these instructions as consistent with the Contract Documents and return a signed copy to the architect. If you consider that a change in Contract Sum or Contract Time is required, submit an itemized proposal to the architect immediately and before proceeding with this work. If your proposal is found to be satisfactory and in proper order, this Bulletin will be superseded by a Change Order. REQUEST FOR PROPOSAL: D Changes described herein are being considered for incorporation into the work. Submit an itemized quotation, in format required by the Contract Documents, indicating your proposed changes to the Contract Sum or Contract Time. Do not proceed with the changes described herein until further written instructions are issued by the Architect. 1:u20 El ·eamino Real Suite 2qo San Diego, CA 92130 g5a.793,,4m 351.793-47&7 fax APR-24-2002 13:17 96% P.02 f'·. . .Ap,l·-~~-.--02 01: llP P.03 SmithConsu tingArchitects ARCHITECT'S FIELD BULLETIN NO.001 continued DESCRIPTION: See attached clarification to the MP1 drawing. L:lfonns\ca\SCA-fldb.c:Joc 12220 £1 Camino Real Suitc200 San Diego, CA 92130 &79Hm 858-79H787Fu APR-24-2002 13=18 95¼ P.03 \. , ... -·.:J . Apli. :_i.--•02 01: l lP ~4,17/2002 12:51 858277976~ " . .-C19\IJl.o.A,ldge-A-.e Suff.C SanDiaga,CA92tZJ ' :!·· ·' -: -~ \\ !;~ ' .. ·-. -· .. ., ' ''. i, APR 1 7 nn2 · ... ~ax·· liransm·1_ lta· 1 _· ~-.,1 CO .:..:.,ifiNL. ~ r, -----"~i1iw:,:, ·--·--· ... oa,e: 04-\7-1-.o0'1_ f;uc~ 70\ b 47 f5 7 Pago: I ol 2--____ .... ~Pn>_icc_t_M_o._: ---'-,Z.:..-~_....;(o----"'0...--___ -'--....--P-f'OJ_·oc_t:-=-Q--'-,{.;,---.;...,_-_,_,\--'-~~Q.~ FOR YOUR u~ PER YOUR REQUEST a PU:ASE REPLY O NO ftESPONSI; NECESSARY 1 c Q'F:::1-el :;c tr::> f:P '.R.SEP& g \SS , , e J«::::l Es? :ru cc~Ce--rs> a,___ ~\c... '{ f.N ~ PLEASE CALI.. lF YOU 00 NOT R£CElVE AU. PAGES AS INDICATED ABOVE. APR-24-2002 13:19 95% P.04 ~ Ap~-24-02 01:llP 04!~17 /201:'12 12: 51 858277975~ ..,_ .... f .. ""'4· .... 1D--40:l,1MS91UM _,,.. -:llfH. -La.-"'8-AT Ulll1'c.oM&'f!CIIC. 111.2*_,., GAS PIPING DIAGRAM CAUAWAY GOLF H.Q. -tNACNE COIi AESSORADOl'110N APR-24-2002 13:19 P.05 .. --MP-\ OA -\ '7 -'lcX:J 'L 95¾ P.05 '\' Jun-26-02:~ 01: 06P P.01 Sm ithCons u lti ngArch itects TRANSMITTAL To: Bill Boothby Company: ICS ----------------- Date: 6/26/02 Project No: 02120.T ---'--------- Project: Callaway Golt HQ -HVAC/Comp. addition ATTACHED: Date Description No. Copies 1 6/24/02 RFI #2 -In-fill where new columns penetrate existing roofing/deck 6/24/02 . RFI #3 -Addition of plates to top of truss TRANSMITTED VIA: 181 FAX (Sheet 1 of ID D Mail D Messenger D Overnight Delivery 'D Other REMARKS: Bill, Fax No. 760-599-0535 ACTION D For your approval D For your review and comment 181 As requested 181 For your use I files 181 Reviewed as noted D No exceptions taken D Revise / Resubmit Please find attached the above referenced RFI responses. If you have any questions or need additional information, please call me. DISTRIBUTION: With EncL SCA File D Rich Ruzylo, Callaway Golf (760) 930-5350 181 Mike_ Majors, Callaway Golf {760} 804-4009 181 D BY: Andrew Tarango 12220 El Camino Real Suite 200 San Diego, CA 92130 g53,793 .. 4n7 a511,193-41a1 Fu 9S¾ W/O Encl. ~ D D D P.01 Jun-26-02:l.Ql :06P Jun .24 20 09:18a Quest Diagnostics 619-686-3088 P.02 p -1 !t1 1 . . .-i ll il."(y-{<..... /. .... ,:,,.1; •. , 5f <;/),··,·,.-./ J.~.y:?,,·,,·.·:.< (),.,/,· ·-' r . ,J < l,::1"·-'#•··• rL .. • .... .... -·--·-----·--•' ,/' t /),.,,.,,. .. ;;.:-.:· (: .. ' ···r·· .,, • _., ' . ' ,, --, . .:-r,, .. ,.... rv",·.;'.-tl' fj ':.(· -~-1'(.' .. : .. .( '2:., ,.._,~ . .... . "f•' r: ... -,z, . .., . ., /:J· r; ,,t/ ;n. l[.t ,' ... l ,,} !]-; r~-"ll(:,.... 11··1c.~l<" 1 ...... y_·· J ~ C • •,c -C.o•t f·.'fS·-·7''? c_-(/ -;,c:. 7 -r I , •. ~ _\ I , .,,.. // r r 0.;,f!all(llltTabll -~em . ..ciialllllf Cl RtitctN . . D Rl'li11_ and RIIIIIIIII 0 Submit Spdlld Illa ,.. .. I.. ~:,,-;( ~ ,. ,,.. • /' / ..... •-;,t:c r· Cllecklng Is 1111ly far 1eneral confirmation wftlt tfle D11111 Concept of the Project ano ceneral compliance wllll .!fit Information given In the Contract Dacumanb.· Ai!J ICIICII shown is subject to tile nquirem1nts of plaas , .. 1pacifications. Contractor is responsible ~ qualltilles; dimensions which shaU be confirmed and coitelnd It 1111 Job site; fabrication processts and ttcbnlqlltl ti cons1ruction; cooromation of Ids !<Ork wllll tllat al al • I' tradlS, d satisfactosy perlormanca of ~ NL IJ nHCWU G~- ' . .... ~~-:P I;.,, J/1•-:-~-fi .r .... ~ >" / G ... __..-.;/ c:-~-?te -• -~ J "I.. n, .. ~ ? ( .. -.\ . . ..... ·----·-·-··········· .... --.......... ··-······---·-··--.. -----·----·-·-,-... 1 ·-.. : -.. ,. ·----. --# 2-_ 7 I . ···--.. ·-·· -. ·---·---···· ... p,. f'!L RF~/ rJ/ ----- 7 ·-·-- I? •.. ,.p /(',, l. (/_~) _r, ., . • .. /N.P/tl. w/eoNUUtr f dn/Jlb ,,,,r~;;:-rl~ . r ~ "/1.JtJfM~ ;'° /./!WI {l{{rTJI((, -r---'-~ ... ... _ .. !1 C. ' ~ ~ :14{ Kn•r/"'}.;:f.-.-• ..,.,,/ 6--] /· (.i,'11...,, l ·-: .:J. ;.·•,· .. I'} -.. '5 -· .• -I (, -L.:..-:.:!: · /-c.A;., /\~cP <:; ... 1· r.: ..... , .• 1 .. -r: I ~· : --.;~ (. r--·, .,-.. , ··,--. '/ . ;..J.·. ;· .. s: r-,.-J '\._.__.,.,.. ,...__ ___ / . r .:..' . .. . ··r--L, ---·, . s ~:::::::::;::::::::::l·_.../ "--·-·,// . ....__ _ __,.. -lt[-,____ ,. "' ,r<rr ... ------------------···---.. --. ._ .... -.. -· -·-----~ ·---··-·---.. , .... _ .. _ .. ____ '.' -·--. :? l"c,, •• t ·-C. ,:·/ ,j S?"1i?c7 ··--·-·-·---··· ··-·····-·······---··--·--'·..:. ____ _ f>-1Nt1· ...-, ~._,.·, -~c-1.,,; m. ,.:, '·t''J (' .2. /, . .I~ (i /;; ) ~ T }c 1.(/,,l·r· J,,.;. iirl,~\ ~·,,-,.t. (jc,) {) (;..) r,.:,,.. \ P.02 .~ Jun-2s-021Ol:06P . Jun 24 20 os:oea Quest Diacnost1cs ,.~ . l)l/ ?J~ C·lf c, ... .r-.re:) .5:d.i /•·,.°ii,-,-1 Y--··· ('/ic:,••·1·( -· (• -I . ., () . . t, r.• 1 .. ,.. e . (t 11)-5·,)c ·-Jl'i] T,·-(Sc A) 6'/ }-..L ?'ti c,1/ fc ·· :l 't · o2. <1y.. G / g-.S-J'·-'1?1-'--0 ri"l 619-68S-308B f) . -t · / •• -:; JJ,1 t.,i/Jy· (:, r1! P ; .. fr':'#'.i L' t .. -' It., II I. I /YJ ,~·rl S rr.. -S { ·1 s· -I ") (a, .... ,.,> I. c.; . I ( ~~J ' . I, .,.,. ,-fY) "' .~,1. ,_, .... .: "· 'l -----·------'---~---Pc.1 f?rv: S ,'. ,1.1•, • .' -·--------·· _ .. P.03 p. 1 ----~---------·_ ... _______ .. ___ . -(i) _ _r,.· :· ,. .. ~ -Ta~ D ._ ~ .._. : 0 RaJtctad O Rivlsa ind ResulNIII D Submit Sptclfftd lttrn Che~inr is only far gene.ral CDl!ftrmelion wlt!I ffle Desllll Concept of Iha Project and general compliance with lhl Information given in the Contnict Documents. Anr action shown is subject to the requlremenu ef plans 111cl specifications. Contractor is responsible for quantities: dimensions which shall be confirmed and C0111la1ed at 1111 Job site; la'llrication processes and techniques af : construction; coordination of his-work wilh 1hat of all olhlr trad nd e satisfactory. performance of his warl MITH COHSU ING ~CHrTfC~ : B · Data: "-f ?f rr :. --~-----··~-----····----~-·· _.:-.......... ___ :..,·--·----·--..... <?} -·---··---···-·----··--··------·. \.\\ \. ,\ :::..-=..-=-.-'i--·-·---··---·7 ~/.5) 7-[;.J, · .., It . I "-" . c;.:-.,,ai-:-·rc ,--*f P/11,e: /fLL) c.:-_J·---1 ___ .. ::.1.-~ ._.l( i.!;i,'' Rt-~·11 _ ~-·.. ___ '=...:1_':!'ik --····-f /,~, ·=1r ' I I ,. ) ' ,5·,"ct y, L· I(', __ ; Tlr' J,·c.,._; A,Mt (_').. ... I· ., .. · ----------~J --~-------·--···-" Jf ?~ J'( ~,· ~ · l1,,.., .... ) X I \" "'I' -7 C ·-lti1.-ii ,., f 'L' .. .(. ~· f.t , 5· -{,; 'l(f., )( 11;./I C,·.{(.l•"' p./ Pf C,"(( Or"v Tr.·· f ):: ;j ,t.,) ·re• . C'( • P.03 JUN-26-2002 13:16 (i1Qir/< l c; ~ ~-.,, /-?S-f .~ _79J-.1/777 /JJT--cPL/c',,_ /½t:::r/< ~- ?ftfg--793-4 7 S::-7 If ~ IJ/°me,._S',.wr-"1~l ~ 6-,, ··Sc.c/c/· r/lc-· /J~&7 r .,. C->'I sr~ r--... ;_ N"c.;>-ctr ~ # ~ -:-=-.s/h: .•. ;J ~f1e.h:........., "~ c~~1 ... &./C..7 1,/r- J<l'f!'r~ ,e;;,,Je-·fr~t'J Cb;o7 o/l Q,,.rf i-','c~~ ~..s,r..- -· fJ~r i3 c.r-l'--.? 1 't>,e..,.. C 0 -----_ _ ,._.:2. .... & __ o/...t..lf.:~~A~ri~A'c.o~F---1.. ( .\. I ~ . r Ponm -----l ~~·~ ---_, -" E::=:;~r::::: -·-· --.. ---· ~ ---·-~---... -·----·---···· ...... --~-_ _...,,..___ -------.. ---. __ ,. ___ ,.. ____________ , .,_., .. ~·-·-.., ---····-· ---------_____ ,, __ ------. -. 1.C-----···-..... Rr=:rJ- Ae 9~< s, .few" Cha"i 'C b I~ Ck( R "C".-1 .fJ.,.o -e. oJ ICS (fctt:t}-S'J.o-Jl'f3 5' h fri .11 t!e/ To ( ScA-) h1 Fa.v + fll CN /e,-'J..'1--o2.. s-5""8"-"793 -f;f7 fr 7 ~ me..~,< J..t::,,_,de-,,,_ (z) "-· I f I ' I I I ·l [Qi 3'. Ir r----'-"-"'::..-..::..-.-/'Af /J/ht C ·7f~~/e· 2r ..::·, .. .. , _ -': __ S,"cl-t l/,.b,.J :y,.,•y l " . • . '." . . . . • . . X ll11 (}let<!. -{µttJ~J ,'-..,, f(ct-e) To ~..,.:sr,,,..1 "Tc-5r::T ~ ')r(p 'A. Yj' C,c.{utr. ,.; . , -:: . - • C<f •• -~ ..... Plt..T-f ON '7-01-2002-2:52PM FROM P. 1 ' . SrnithConsu tingArchitects TRANSMITTAL To: Bill Boothby . Company: ICS --,--------------- Date: 7/1/02 Project No: 0212O.T ----------Project Callaway Golf HQ -HVAC/Comp. addition ATTACHED: O~scription No. Copies 1 Date 7/1/02 Field Bulletin #2 -Revised structural details TRANSMITTED VIA: ~ FAX (Sheet 1 of fil D Mail D Messenger D Overnight Delivery D Other REMARKS: -Bill, Fax No. 760-599-0535 ACTION D For your approval D For your review and comment ~ N:. requested Im For your use I files ~ R13viewed as noted D No exceptions taken D Revise/ Resubmit Please find attached the above referenced field bulletin. If you have any questions or need additional information, please call me. DISTRIBUTION: SCA File Rich Ruzylo1 Callaway C3?lf (760) 930-5350 Mike Majors, Callaway Golf {'760) 804-4009 With Encl. 0 181 0 D . BY: Andrew Tarango 1::iao El QrnillO Real Sui1e200 San Oicgo, CA ~130 asa,193 .. m &51,793,.41&7 Ftx 97¾ W/O Encl. 181 D D D P.01 "7-01-2002 ::2 : 53PM FROM P.2 ' .. Sm ithConsu tingArchitects ARCHITECT'S FIELD BULLETIN DISTRIBUTION OWNER ARCHITECT CONSUL TANT$ CONTRACTOR FIELD OTHER D D .o Field Bulletin #: 2 ------------O w n er: _c __ a=l=la .... w __ a .. Y ..... Go ...... lf _________ _ Date:· 7/1/02 Project No: 02120.T ---"-'--------------Contractor: ICS ....;.......,.. ___________ _ Project: CG -HQ HVAC Compressor Issued By: Andrew Tarango Injection Molding This Bulletin directs you to proceed as indicated:· CHANGE AUTHORJZA TION: ~ Revised structural details In order to expedite .the work and avoid or minimize del~ys in the work which may affect Contract Som or · Contract Time, the Contract Documents are hereby amended as described below. Proceed with this work promptly and s1.,1bmit final costs for Work involved and change in Contract Time (if any), for inclusion in a subsequen.t Change Order. CLARIFICATION NOTICE: D Execute promptly the instructions given herein,. which interpret the Contract Documents or order minor changes in the work without change in Contract Sum or Contract Time. Indicate your acceptance of these instructions as consistent with the Contract Documents and return a signed copy to the architect . . If you consider'that a change in Contract Sum or Contract Time is required, submit an itemized proposal to the architect immediately and before proceeding with this work. If your proposal is found to be satisfactory and in proper order, this Bulletin will be superseded by a Change Order. REQUEST FOR PROPOSAL: D Changes described herein are being considered for incorporation into the work. Submit an itemized quotation, in format required by the Contract Documents, indicating your proposed changes to the Contract Sum or Contract Time . . Do not proceed with the changes described herein until further written instructions are issued by the .t\rchitect. t:t~o £1 c.amlno Real Sllilc:l<l¢ San Diego, CA 92130 85S-79Hm ass-m,.c.,a, F:r,, 7--01-2002·2~53PM FROM P.3 . . Sm ithConsu ti ngArch itects ARCHITECT'S Fl·ELD BULLETIN NO. 2 continued DESCRIPTION: Refer to attac~ed revised-structu·ra1 details 6 & 7, sheet_S1. ':I-. L:lprojects\o2fiJes\02120\D2120.t fb2 070102. cJoc 1:wo El Camino Real ~ite2CO . Sa9 Dqo, CA 9%130 mm-+m ~'93,,4787Fu 0 07 r 7-01-20@2.i2:53PM FROM P.A. ' . Ju1-01-O2 a1:13P P..02 Co.\l~wc.y G-o{f .APRIMEJob: ~ STRUClURAl Date: ~ • o~ .. '.,-.. H. Q. ... H VA c Cb-· Co ~p ~ssor Adc:litr""'. EMGlNEERS strt ~ r 8'-(!)N FIELD VE~IFY EXIST.OPEN WI;B JOfSTS · FER FL.AN. EXACT SIZE AND LOCATION OF Nl:J.-.l OFENINC:: VERIFY WI ARCH AND MECH. DWGS. r I ! I . l ·/ I 1.-=--=r"'l'l=-=.,...,..;:::a.-:::::=--=a=-,~~~~-i!l=f,.~=-=~-=-=--=I I NOTE: I. INT ALL ALL NEW TS. PRIOR TO 5AY-l CUT OPENING OF E;X!ST. ROOF· DECK TYF. ~ S-f . ' . 7-01-2002}2:SA.PM FROM -..Jul-01•02 01: 14P P.5 P.03 .. .. CA~lAWO\y <?o [f K&. • HVAC ~ Co.Mpre.ssor-Addrtion. NE.W 5-AWCUT OFENING. E-XACT SIZE AND LOCATION A PRfMEJob: ~ STRUCTURAL Date:~ EIGIREERS snt .£::- @----- ~NEW·T5FER FLAN TYP. ®------ -~ -...... _ • '.1-., EsGil Corporation In Partnership with Government for Building Safety DATE: 4/16/02 JURISDICtlON: City of Carlsbad PLAN CHECK NO.: 02-858 SET: II PROJECT ADDRESS: 2180 Rutherford Rd PROJECT NAME: Calloway Golf H.Q. -Mechanical Additions D APPLICANT D JURIS. D PLAN REVIEWER D FILE ·~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. :D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D 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 1;1ntil 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: - ·~ 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: The applicant to hand carry the plans directly to the city of Carlsbad, this does not assure a permit will be issued the city may have other corrections. By: :Poug Moody Esgil Corporation D GA D MB D EJ D PC Enclosure$: 4/10/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership with Government for Building Safety DATE: 4/3/02 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-858 PROJEGT ADDRESS: 2180 Ruther.ford Rd SET:I PROJECT NAME: Calloway Golf H.Q. -Mechanical Additions ~~CANT ~-' 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 co"py 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: Andrew Tarango 12220 El Camino Real, San Diego, CA 92130 D Esgil Corporation staff did not advise th.e applicant that the plan check has been completed. C8:I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Andrew Tarango Telephone·#: 858-793-4777 · Date contacted: L-1) !>ID:;. (by:fA~) Fax#: ( 85~) "?13 ... Ll7Sl- Mail ~elephone _ Fax.,,,,. In Person D REMARKS: By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclosures: 3/'2,q(g?, trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 02-858 4/3/02 PLAN REVIEW CORRECTION LIST TENANT.IMPROVEMENTS PLAN CHECK NO.: 02-858 OCCUPANCY: N/A TYPE OF CONSTRUCTION: N / A ALLOWABLE FLOOR AREA: N/ A SPRINKLERS?: N/A REMARKS: DATE PLANS RECEIVED BY · JURISDICTION: 3/22/02 DATE INITIAL PLAN REVIEW . ·COMPLETED: 4/3/02 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Mechanical ACTUALAREA:N/A STORIES: HEIGHT: OCCUPANT LOAD: N / A DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/25/02 PLAN REVIEWER: Doug Moody 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 tegulating energy conservation., noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Deparfment. You may have other,corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied befote the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 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 wherl:you submit the revised plans. TENANT-IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot City of Carlsbad 02-858 4/3/02 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering ar1d Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for touting 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. 1. A complete description of the changes in the processes that require the addition of the new equipment in this tenant space should be provided. Please provide a hazardous materials update letter indicating any changes in materials as a result of the changes. 2. Please attach the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 3. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section· 106.3.2. • REQUIRED SPECIAL INSPECTIONS In additi.on to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM FIELD WELDING REQUIRED? YES REMARKS 4. When special inspection is required, 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 review Section 106.3.5. Please complete the attached form. 5. Please have the structural engineer provide calculations to show the attachment of the new equipment platform (the welded attachments at the existing joists and the frame) are design to withstand the lateral forces. 6. Please provide complete electrical plans. City of Carlsbad 02-858 4/3/02 7. Please provide electrical load calculations. 8. Please provide panel schedules, indicate new and existing loads. 9. Please indicate on the plans the location of the electrical panels. 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. 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. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes CJ No Cl The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. ' ., lUMBER: 80-6 CITY OF CARLSBAD POLICIES AND PROCEDURE SUBJECT: ROOF MOUNTED EQUIPMENT :FFECTIVE: 5/1 /92 S~.CTION: BUILDING DEPARTMENT 3UPERSEDES: 80-6(9/10/8-0) 80-6(5/01 /81) 'URPOSE: PROVIDE INSTALLATION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS. NTENT: 'OLICY: A. 8. C. 1. 2. 3. 4. ·5. 6. 7. Maintain roof integrity. Prevent hazardous condition to firemen who must fight fire on the roof. Provide an installation that is aesthetically sensitive to the building and the adjoining properties.- . All equipment shall. be concealed from view and the design* shall me.et the approva.1 of the Planning Department. · All equipment shall be ·specifically designed and approved for exterior use and shall be approved by the City of Carlsbad Building Department. All roof mounted equipment shall be on a platform which shall be an integral part of the roof--flashe~ and waterproofed. When a screen is ·approved, it. shall have as few roof connections as possible and be structurally adequate. All electrical, plumbing, mechanical duct work and related piping shall be inside. the building ·and not on the roof. All connections related to equipment shall be made ·in the same roof opening on the platform or have the prior approval from the building official. Sewer vents shall be brought to one main vent below the roof and have one penetration where restrooms or other plumbing fixtures are back to back or in the general proximity. Air exhaust fans and other equipment shall be within the building and use the same roof opening where restrooms a·nd other equip.ment are back to back or in g~neral prox_imity. Existing buildings and equipment, remodel or replacement, shall meet .th~--~bove regulations or shall have the prior approval from _the building official. Where new equipment is installed, unused or abahdoned equipment, including all roof mounted piping, electric-al, mechanical, duct, and other related appurtenances shall be removed from roof and unuse·d openings properly sealed l ,to maintain roof integrity. · *The architect should, through design, conceal the heating/AC '-'nit ~nd other equipment whether they are pn the roof or elsewhere.. ··- initiated By: C ~pp roved B (j _ f\ ) · . Ii t V ()~A-cc:__ City of Carlsbad 02-858 4/3/02 . VALUATION AND PLAN CHECK FEE :JURISDICTION: City of Carlsbad PREPARED BY: Doug Moody PLAN CHECK NO.: 02-858 DATE: 4/3./02 BUILDING ADDRESS: 2180 Rutherford Rd BUII..DING OCCUPANCY: Fl TYPE OF CONSTRUCTION: VN BUIL,DING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. Tl N/A City Valuation . , Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1994 !JBC Building Permit Fee I • I 1994 UBC Plan Check Fee I.., I Type of Review: 0 Complete Review D Structural Only 0:Repetitive Fee =8 Repeats Comments: D Other D Hourly · ._I ___ __.I Hour* Esgil Plan Review Fee ($) 30,000 30,000 $242.991 $157.941 $136.071 Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS 'RESIDENTIAL ·' · RESIDENnAL ADDITION MINOR ( < $10,000.00) ·oTHER :·:-:TENANT IMPROVEMENT · CARLSB"D COMPANY STORES VILLAGE· FAIRE COMPLETE OFFICE BUILDING --------------------- PLANNER~z_ ENGINEER.~~ DotS/Mlsfonns/Planning Engineering Approvals . DAT~Mz_ 7 DATE Y/2,h'-- Carlsbad Fire Department 020858 1635 Faradc;1y Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of R~port: _04_1_08_!2_0_02 _________ _ Buil~ing Pia~ Reviewed by: Name: SMITH CONSULT ARCH Address: 12220 EL CAMINO REAL STE 200 City, State: SAN DIEGO CA 92130 Plan Checker: Job #: 020858 ------- Job Name: Bldg #: CB020858 ______________________ __,.;::;_ Callaway Golf Job Address: 2180 Rutherford Rd Ste. or Bldg. No. IZI Approved LJ Approved Subject to U Incomplete Review FD Job# 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 and standards. 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. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review car~fully all comments attached, as failure to comply with instructions in this repor:t can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments _attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 020858. 2nd FD File# 3rd Other Agency ID PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 STRUCTURAL CALCULATIONS Callaway Golf-H. Q. HVAC and Compressor Addition 2K2-70 Sheets 1 thru 10 ,. ;,' ,,;- l, I / ---- Wp r-_ C\p'. CC\· If' ( n1 ,.., rp -R It 3 h~ ) Wp 1• J q& 1Fp .· t-1&" 'I C\p::. \t D, Cos.=-0,4-Ip= /_o ..--/ f<p ~ '3.0, h-x. "-hr- -'-'p = (l.o)(0.4)(LO) c_· r+:2.1 .J r -----·-l .))v? 3 r t 10 (' } =-O. S33 Wp-~ GOVERi'-lS. //1<¼ Pf: t--Jf :=:-G3o~ tr MIN-Fp = o, l Co.-Ip, V\Jp :: o. 28-Wp MAX. Fp = 4 Co--Ir;,. \/\Jp:: 1-b Wr -/0 ?7, 3 # 37 ?--1, 8 « J t 1'-1~) f~1r-12,,fl' tf, (H//.J) ;Jo vUf~JI, ( p <f--f f D ) ;) o-JC "' ? 771' 6 i/ .,:. ?-Bo of, r.(: ( ½ X:, )5 of d f; ~ / (l33 r ii. z: r-1-I -f , r //, I ~ 1 t itfdC--o'l.t SI ( V O(.S, -T ,4--::::: St/ K.B -.:=: r?i P' '-'?Ol1/~;-t,.._.1..J. 1f"g'7fe -=-17 b1 #= -~ &l-=1'''f£.F I I,).{) c f?3, D f!,,f ';<. /!J C 46 cf:-0 ff t=============~==========1 {;)l ~ I !.r, ("' X 6 t ~ /').,1/, D ,?'~ ~,)lf"' ( 86. 0 ----~------~ ---+ _, -------~-·----·. -- : .,1 i ; ·. i -r---_ -~------~~~--~-_ · .• ;_:~ ~fui~ -· ·---·-. ·-·-----___ ., I ~ r~ ·.··· ".' r -···--------··-·--· ____ 4.-,, j -J+-----;r,r ~ ! -·· .. -· -.... ·-"-.i Si{-t--/ . ~ ,-----· -..... ~ -------11· --· ., · ------------l~. ..,\ _ -- -1~; -·-·------·-----~-·--, . . --1t· ___L____ --. -. ---· --------·----I _L_ _ I ~M~J· ]- i ··--------' --11 . . ---. _i___ . --.. .. . j \~ ~..-v" --i ' i +-~ -~---~-~~ . " R,>J)_" --Jl l _:J, !] --·--. -----SM0 ~ r. . . f =----------.,i::===============:====;::::::::±: ,l . / -/ ! --· --··-___ ,. ___ . -Jr;., 1, --... _ --· -·-· -·-·--·-.. _ -·-. ·-. . ·; /c.--) ---.:.. _ _ ___ l!x .. hr: :;:: _ s-, 14 ... I --;--·--·---· -_, __ ---· -·--------. -· --1· -----· -.. ~~------~-------~1.:..~ ~ -· _/---~-~ --.. ·--·--· -----. -! ' P ..--... ! • ;, ,_._ (-,, 2-t,2---JO I-< •1 r\· ;, 1 .•• .,,.,D. _:...,.,(_ ,, ... ,,,,._ V STRU{"·"',tl~ol f"\,;.{a'-~ . ·-· V 1V1\ri1-uv .. v.~.....:;.._ , ~ENG!NEERSsht: -~ +·--:--··· .. ···-----------·--..... --··------.. -·_2------. -. .. . ·----·-· ·-···· .... ---+-· ____ : 7k; aJ11U1--?/4, _____ ~. ·-d. !':~-~ t~-,:.. -<. Jt.-._--:z_ .ts...-, c.._ _; [$,c.z=:.a6~ PJ. , . ·--~-·--------·--. -.... -----I·-·. -: q~{~ ..... r-------'1><c = _ .'<1/?~1:/v'_""" ./-li3'<f' /:_<_: _ .. _ __ ., _____________________ ---.. --~--·-·---···· .. 1-~ ----:_ ~ -_{to/ ___ -:_ -J,;.~'{/2' .. ___ '/_~ '76h: -. _--. -. ,. ·-,----~~~~---~-! -~~~·{::·-~.~·~-~--~~--. --~--·-~-~?:ii---14;:, "j< ,-~-~~ 1/:jj--. ---.-~~-.;),c;,----·---·------- ~1. --. --~VI -,---------------·. --___ 1 ___ ·-·-----·-:--_._ .. ____ ·---·---··-·--··--· ... .. .. --. - _::j I . :1·~--~~~~;;·--·~ . ...ll~~b,~;z-··~-~~P--~~-~=~b~~~-=~:;1~-~·~-----~ ..... , LlW-. -t4l~~-· .. -. : ; : T ~-• ~ =~i:~~-~~ ~., '(--.1-ic'I~ -;_. p : --------:.~ _c---~ -------l -~ . flf5t . -~··---·-·-. 4----· --·-·-··-. .. --·---~---·· . -·--...... . .. . -----.. -::-' -!*' 1J.(0ooi 11c.'.? Z.~· ' ; i,.,.-------------------~----------···-------·-----·---.. ----· --· -··· ... , _____ ·---------.._ --·-·--------- ~~ i • --= ... ·-·· '--::--------··--·-,.. . -·-----------·-··· . ·-·---·-----··---· ---·-----. ·---· -···-------·--· -----·--···-... . .. --· -··· . -------·-----..----.. ------- ( =---·--·-&w /hJAp >¥14 .. -~F- ----·--------·------·-··. -. ··---·---- • ---••---M •• --·-·-·-··I?-~-= ---/ ... ( ~ ;-....---_;; __ __q_(__r.cJ~s';_ _______ ---_ __: ___ .... ---·--···---------·-----·----__ · --------·- ---·---·--·-··· .... _ -·---------------.. - Zv1. 7 -·-·---------------··--·---------·--·-r ... ----. ----. --·--··-·------·---------------------- '1;/21-=:. _ v-.f~~<V ==-~(/ t-!.~---::-· ---------------······-·---·-------·· ··---·-·----------- ---------.. -----·-------..... -----. ·-·--------· ··-··-· --·-·--·---··----····. ·-·-··-· . --·-···-··-- _·_·.,_. · ____ ~y ..f-A~1----~ ·-') ... 06/c-<< ___ )pf~~x~-.. -· -----~ o_rc...-_____________ - ---if J_~:~-=~=:-:=~r-=-:-::-_-~_:_:_ -:-~:-:~-~: __ -~~ ~~:~:-- ----1to' o . 1>+-:-___::::.....=------:--">------.i.~------. -~-:=i- -·.,· .. ,. ~- r ... ,.l. -·--------/ 77J-------·-·-- ·---· ----------- ------·-------------------- ---------·----------- -----·-------------- 1:------------------------------------------ ....,; m ..._ __ ----- ------·--·---------- .,. ? sSB BEAM #1 s1p12vis0b414BTBEAM ANALYSIS PR06RAMslp9v1s0b4148T SPAN LENGTH = 12.00 ft LEFT CANT= 0.00 ft ·RIGHT CANT = 2.00 ft UNIFORM LOADS (k/ft t~ ft) •,d •ii XI X2 (1,300 0.000 0.00 14, 00 REAGTIONS (k) LOAD LEFT RIGHT sOB03/19/02 2K2-70 (6.60ls0p10.00h12v0s0b3T Dead 1. 750 2.450 !-ly Live 0.0(i(I 0,000 fotal 1.750 2.450 MAXIMUM FORCES V max = !.850 k @ 12,(>0-ft Vd max= 1.850 k @ 12.00-ft N max = 5,104 kft@ 5.83 ft Hd max= 5,104 kft I 5.83 ft M min = -0,600 kft@ 12.00 ft Md rain= -0.600 kft@ 12,00 ft N = 0 kft@ 11.67 ft DEFLECTIONS (EI= kin"2) LOAD Def! (in) X (ft) Total 130652/EI I"'" 0" J • ..i'I- -65318/EI R.C. Live 0/EI 0.00 (l/EI R.C. Dead 130637iEI midspan -65318/EI R. C. Main Span Cant. (1 c,cal) TOTAL Defl EI EI L / 180 163315 3888 L / 240 217753 5184 L / 360 326630 7776 ---= --- ~--~ ---fl:: •r ,· s3B BEAM U s0B03/1'3/02 2K2-70 r· PR1fv'l1=Job: '}j(l~70 STRUCTURAL Date: Y-bv ~ . ENGINEERS sht: S:_ s!p12v1s0b4148TBEAM ANALYSIS PROGRAMslp'3vls0b414BT SPAN LEN6TH = 12.00 ft (6.60ls0p10.00hl2v0s0b3T LEFT CANT= 0,00 ft RIGHT GANT= 2.00 ft UNIFORM LOADS (k/ft & ft) wd wl Xi ,/•j !':.l.. 0.072 0.000 0.00 14.00 REACTIONS (kl LO/iD LEFT RIGHT Dead 0.420 0.588 Live 0.000 0.000 fot;l 0.420 0.588 MAX !MUM FORCES V max = 0.444 k @ 12.00-ft Vd liiilX = 0.444 k @ !2.(H)-ft Md r.iax = 1.225 kft @ 5.83 H M min = -0,144 kft I 12.00 ft Md min= -0.144 kit I 12.00 ft K = 0 kit@ 11.67 ft DEFLECTIONS (EI = kin·'2) LOAD Def 1 (inJ V (ft) r, Total 31356/EI 5. '34 -15676/El R.C:. Live 0/EI 0.00 (!/EI f:~ (:, Dead 31353/Ei midspan -15676/EI R,C, l'iain Span Cantt (lor:al) TOTAL Dell EI EI L I 180 39196 or,ri J,:l,J' L I 240 52261 1244 L I 360 783"31 1866 Hf - , ' ·l s3B BEAM #2 s1p12vis0b4i481BEAM ANALYSIS PROGRAMs1p9v1s0b414BT SPAN LENGTH = 8,(l(l ft rnililple Span) UNIFORM LOADS (k/it & it) wd wl X1 -X2 0.030 0.000 0.00 8.60 POINt LOADS (k & ftl Pd Pl X i-. 769 0,000 i. (l(l sOB03/i9/02 2K2-70 PR f fvi EJob: .2!..C..':::.71) SiRUCTURAL Date: > rt? V . -:~ENGINEERSsht: ........f:?_ (6,60)s0p10.00h12v0s0b3T REACTIONS 0:) My LOAD LEFT RIGHT Dead 1,668 f!.341 Uve 0.000 0,000 fotal 1,668 (i,341 MAmmM FORCES Y 1ax = 1.67 t @ 0.00 ft Vd ffi~X = 1.67 k @ o.oo ft 11 roax = 1.65 kft @ 1.00 it Md max= 1.65 kft ! 1.00 ft DEFLECTIONS (EI = kiir"·2i LOAD Defl (in) X (ft) Total 14%5/EI 3.53 Live 0/EI 0.00 Dead .14737/EI reidspan TO'iAL Defl EI L / 180 28060 L / 240 37413 L / 360 56120 ...... ----=------ s3B ... ·' BEAM #2 sOB03/19/02 2K2-70 s1p12v1s0b4i48TBEAM ANALYSIS PRDBRANs1p9vlsOb414BT (6,60Js0p10.00h12v0s0b3T SPAN LENGTH= 8,00 ft (Simple Span) UNIFORM LOADS (k/ft & ft) wd wl XI X2 o.o3o o.oo·o 0.00 8.00 POINT LOADS (k & ft) Pd Pi X '}fl. 'l,_-71> PRIMEJob: --·· STRUCTURAL Date: _2:_e.:v ENGINEERS silt / 1.010 0.000 1.00 t REACTIONS Ck1 LOAD LEFT RIGHT Dead Live fotal 1.004 0.000 1.004 MAXIMUM FORCES. V lliax = 1.004 k @ \Id im = 1,{i(!4 k @ M max = 0.98'3 kft @ Md max = 0.989 kft @ DEFLECTIONS (EI = kin··-2:, LOAD Defl (in) Total 97!3/EI Live 0/EJ Dead %00/EI TOTAL Defl EI L / 180 18213 L / 240 24284 L / 360 36425 _CJ ms ---=- 0.246 0,0i)(l 0.246 (l,()(J ft 0.00 i~ I~ 1, (H) ft 1. 00 ft X (ft) 3,513 ,j,(H) midspan ~----_ ~- -~ I ,: .,,. il" 4.;, . ir· . oO lJ) 'I 1 °'P =-1 .. 0) Rp -=-3.o C -0 4. o,_-,., W p "' 8400 (bs r1O'(od...., .. , ) 11' Fi ..__. J ~.;u.o. (tt3,~--) p ::: :3,0 32.lt;' .:: 0,34 I lN p <::---GoVf:R!',!S ! MtN. Fp-'= O.l C"--·Ip ·V\Jp" (6.7 )(0.4)(J.o)Wp.:: o.28:Mp NA><.. Fp-::: 4 C0-· Ip-Wp ,._ 4 (0,4)(1. D) Wp::: I. 6 WF -: Fp = O. 34l Wp =-(0. 34\) (84-DO) = 2864.4 lbs 34·· ( ME-ASP :-.. 2864.4 tb.S ;< '71'1" X --= '96G. 2. il-.c , L. L4 <-',.. I ! PD =-~ X: ltJp =-T x 840(? " 4200 (bs:. ) PE-ASP .: ['\O UPLIFT PE-Aso + PD::: S/66. 2-fbs /L33.:: 3874 £ 1< ~ pp "-~ ;,( 840° ~ 56 00 ~ USS THlS ro CHE.CK E:xtsr G Bfv'\ ...,.m \. J• *" I '~ ~ , ... t'z:J ,,, ,;;.. ~ f,J; ~ .t\'.t •'1i !(k w1: i~ ~~ -------·· _ .. -.... -. ~ - CHECK EXIST1G-2ND FL.R 6M W/ NEW COMPRESSOR 4' 5' p 5' t i,.11 (,J:,_ r' I I ,.,-I I t 24'-4-1/.2 ,. T Wt DL: (7! + 11 )psf 7-~I .:: 440 plf LL=-200 psf ') 8'3' X -, ::; ~6 6 plf CJ~·. LL= 200 psf t: 2, 11' : 434 plf P FRDM NE·w CD MP RESS)R == 5Goo lbs SEE. COH ru fE.R. au T PL{ T 0/< W/ EXIST'G W21 x.44 ,_.,;. ms· ---=-----=--~---· ., ., .: ' ' s3B FLR BM sip12v1s0b4i'4STBEAM ANALYSIS PROGRAMsip3v.1sOh4148T SPAN LENHTH = 24.38 ft (Simple Span) \id wl 6,440 0.566 0.%0 0.434 PDHfi LDADS (k & ft) Ptl Pl \'< Id 0.00 (l,(H) LOAD LEFT 2'4,36 4,00 24z3B Live Total iO 00~ .lUzi • .lt.l1 18,551 Y max = 18:88 ~ @ 0:00 ft H ffiiX = 117s34 kft@ 11zOQ ft LOAD D!2f 1 lin) X (ft) LlV~ 5034238/EI 12r40 Gov, ~efiectic:n : Jcn;a! = L/24t R2quir2d I= 354 tnA4 W 21 x 44 Fy = ?S ksisOB STRESSES (ksf) Fv =,14.40 fv = Z,bl i8 7. F~ = 23.76 fb = 17.26 73 'l. DffLECIIDNS (in) Total ;: 0.51 = L i 571 42 ¼ live = 0,25 = L /1185 38 k sOB03!(!&/02 2K2-70 PR I I\'t E ,lob: ~?.--J,o STRUCTURAL Date: ?:ct?;::/ ENGINEERS Sht: , o i · 1 l i I ·-~--~-... --.... ~--f: - Mar-19-02 09:59A MAR-05-2002 11:17 FRQM:PETER DAHLBECK 949-35&-9301 "J.S--M -roo:::B:Jd -,o~ ~3dCOI ** IO ·30Vd 7V.L01 u. --< • a• co I -A~ . ,_, C l-:'- -1 ~ H ~l2l TP2 Bl6(73.i ~rt:lt 200c?-l0-~tll-l ~ ~ ____ 1. __ _ • i -- - ., ,._ ·" . , ~----Mar-19-02 09:59A MAR-05-2002 11:17 FRQM:PETER DAHLBECK 949-355-9301 r-.tJ01 · 1:.1= p -01 Illa -~ -~ ---- f- tt: UJ (.) ,.... 0 0 0) s~ Wo1 Id-~-l<:c1ding Ma11ulJrtt1• t'r nl Dec;iff~nt Oehum1d1f1i,ltt0n Eqwpmcnt. --. - ATTN: Mr. Andrew Tarango DATE: March 5, 2002 COIIIP-'NY: Smith Consulting Architects FA.Xi 858-793-4787 FROM: Peter H. 0. Dahlbeck PHONI!: 858-793-4777 RE: Callaway project PAGES: 2 S Hgrf 's Tb, Inf() You Reovestea. D FYI n Pleaff Comro,nt n f.{rptnt Dear Andrew, Attached please find the factory drawing of the Munters Cargocalre HCD-9000-DGA dehumidification system. If you have any questions, please let me know. Sincerely, Peter H. 0. Dahlbeck MUNTER& CORPORATION -DEHUMIDIFICATION DIVISION CARGOCAIRE AND DRYCOOL SALES 201 CALLE PINTORESCO SAN CLEMENTE, CA 92572 U.S.A. TEL: ta-2414055, FAX: Ml-3H-IS01 EMAIL: P.aer_O~rs.com --®Munters ----~ --- FAXED " . f •• r. ' . _-_ . .'i ti/. ----rr,D-ll-Ul 11£,U 1·10 [JV! \,f\LL}Hlf\I \7U1,r r1u l'IV. '/!)U tiU4 4Ui:'.j q21:09_ .. ~_:,~02 0G: 53 i . S.~2-903-lSGS . .. . A~RO COMl'R~SSO~ .. lNC . r. 'L 02/03 • 1 J ,.~ 2· ····.~uUair)·2Q $i:ties Air Compressors. ' •.• .· · ~;~. · ~ 1 TY ! · : .:,·. · ·Features.Options and Specifications l'l'~.., ........... ; .......................................................................................................... . . ; .·• 100{, l{!Ol{ ·mt. 1lllt 12SRH . 15(JL lSOH 150HH lSOXH 200l, 200H :Z:O<lli~ ,OQ~H S6 5lS 694 6J! 560 \. 100 115 100 JI!' 140 100 100 !l~ m 12$ :20 120 120 . 7l il 12 . 6! 6S 6& 200 m>r, 62W • a • • • • • • .. • 0 0 P. !27 7SS fi94 598 1041 9 91 7~~ ·100 IU 1~g 175 lOO !IS J.'(0 175 150. 150 150 ISO 200 2.00 200 200 r,o !20 !lO 72 72 T2 68 6S 6S 8400 8600 !600 I / b ( /D-1-~ (D' 'f,o Solid sme 61~ctt 0 Full Vol1o•e S111:1.er • UFC Prtmlijm Etfkirncv Motor 0 iEFC Pr,mium IWk:lenc• fl}tl Motor • Emcr:iJd !-Y~r.H~ahb "66lll'lnu W • '>&YT I 10. 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J • ,._ --:-·, ~:;:-__ . 1'0f: 6 ,? .,_,.-:;;:; l ,,~ t< r,, V / I • I : f it1 /17 tJ:;,-Jl-Al7~~ _ ·- 1,/ (if-'Tl'.,v v~Jv' WIJ-;e.. l :·.'7-J i-,i t1 1fJy . ud v . ~ 1rr2--a-J 11 e-fY--i' .r;.., r.,,, 1,f:? / p f0,0 sJ:J _,,/ i;B,c1 ft;,/ 1'-0 I -~ 100 f'C-71 ( r~ c112A 0111 t; r. e:-r;;8 ( o (/J ) \:,,:/. <:"///•;\!)\~ . -...:, f \ '\"Tr" \ , I :::;o. t? J°;;,, r L-L 1/ J.,. ~ " '?,,,(?\ 0 ~v~ v v; c, .-1 b-1 p7 p '1-..,:6r:; f ; -i.-4 bo t ~ 4' I, l f.f / z, :;;, 1-'J-b 1r'f b (> lVLrO 5Lo-{'?,-y0 ~'fr~~.,) c (00 ·1,) . 1=-(f"'{t-&-l[U-J,'1 J JJ. <, ~~LA/16, ~11 J ' i)~iif-t.A-( --~-1 \. •'\ '-1--... ·-::, ~ Q .._J -::~· !;.. -~; -=·, --..I ~ i -~ ....... ~; ,. \'.0'. ~i ! ~l l i "i---1 ; ;--.'\ N -..... ~ ~ G ~ --....J ~~ ~ - .. :r: ..._,... :. . , ~-:.·~.-..-- I I -( I ! I • ' ·-- lDv~ \L--f~,O pL..r')( Y\ tvi-~ (I I '{-·i'/,,&·J.{.::,. i-{ (\ J-1(-;.. ir;,J, • I : :?-- 1/· f;, q k \ ( I -..b ~ r e, ,e r (:? -::::.- ,;;. /(0t-fl~ ( ;;r~;--,,,. /' I I,,._ --, ) r·· ···. '":: . . J~'l. i1-?!,-,)il l_ r-.··.:: JJ-b. ... -r- ' , 1 -I • • _,,. _._,,.:) ..,.:; • ? I / a,. ·h2i <7 ~ \~11! ./ o, ';),~,-'.) : .t LL I ., .... -. ,/ : . I ./ ~A ···---~ --------.. ------'----·-- = : I ;~a JV J t·O I ' ,,to-_· ,....,,, (; I P--1 .,JJJ) •;;;,-(_,'•-,. VJ L'-lr .----I r I \' i -,... --~ r· c.-::: !,.) ~,;;:. t I• , . I ;: .. ,I } '-,.....:· ~-.' ·--~· ! j· \: t\ ., ~. \ \ ~ \ \ PRIME .>03 :WF2, CJ:! S"ffiUCilJRAL DA"'.'.:: !/-'1?.- Ei\'GiNEERS SHT : t..J ........ _._:· ~2.,;.{J.y-,;. M V.t,y.;;. ;< b? /Y& /~[0 rcr A PRIME x,g. /'}-, ..,_, "· /;,~ CffiLJC11 m A I • _::'/-+ -.>c•-f~.-,, .... J IUl'V-'11.. DATI:: 1• ci""" ...;;-,1._~ ENGINEERS 9-fT • :__ ' ·--- -~-"· ' :, ~ r -~· ... ~---- 0-I .J... . . ,. ' I J •. 0 JJ/111. 1----.f c,.. vu., /, , -· A PRIME .os. "'P--zi~-" ~uc:71 In A I • -1 • ,·J/J \Jll't IUIV-.,. DATE: 1,_c,:,.. - ENGINEERS ~ : -I,, . ' ! l:J o -:. i \ e cf-1'l-l ·F lvl.,, ~ /192 /7(-V (L-f' f) ,.,(2,( c-., t/ f-fl..f,y. ,:;:::. VI , , I ,/ ,..-.,_,;::_,'? I I{./ r"t;-l_c,,y-:::.. //V1 I .-" \\ t? Lr ('-lp- w v ~ 1/0 1 tb / 16<.7 1 ~LrLP pLf v.u.Jt,,,-,/()0,:..8·.-J.V'rt\ l!,2_\J/ / ,(u,U/ I voj 0, /oO'-'r ,\ \ 1·.'.i \ ~ \C~ t'~ ~ --..!..:(,/:::_·~v_rM' _ _..:..,:I -;_'i'_l.l'-1-//0~/ b..:.__C? __ e_.,.._g_· ?J ___ ?_ l t-r;,, .• c/ r~.-t~ ,-; ., .J:=-- l'V'-. f * i Op -I ~t LA,.;t)?. e ev·t/' D/ v . !· STRESS ,.n..NALYSIS: 48LH980/J -~~ Tl0O ;1Zo::J SNa0075,01 CALI.JI.WAY Gl BASE LENGTH 54-1 1/4/ .::-r-~ " ' . ! : WORKING LENGTH 53-9 1/4 10-0 5 BC 48 P.Zl.NELS AT 8-3C PP.NLS LE= TC PJI.NLS LE= FIRST HALF LE= FIRST DIJI_G LE= 4-9 El\11) STRITT TILTED 1-0 5/8 SPECIAL 1ST COMP 11-0 5/8 0 DEPTHS LE= 48.000 CENTERLINE= 48.ooo---- '1ULTIPLE LO.A.DING: DL + LL N 5-30-98 EPTH CJJ/ RE= 10-0 RE= 4-9 RE= 1-0 5/8 RE= 11-0 5/8 RE= 48.000 ?T LOJI.D OF 9,500-LBS AT PJ.I_NEL PT 3XTRA SHEJ.1 .. R }l..DDED TO EACH WEB= 47.5 0 ~-- 7 2 7 . 0 5 1 LE ,...-2 7 . 0 5 1 RE rJNIFORM TC LOJI.D= 980 r UNIFORl-1. BC LOJ.I.D= 0 REACTIONS Rl= +31,097.71 R2= +31,097.71 MIN SHR= 7,774.43 -------------STRESS JI.NALYSIS ------------- :~O MEM TC F BC F SHEJI..R WEB F CSC WEB L l W2 -74,660 0 28,851 93,218 2.774 126.50 rILTED END STRUT VlS -67,291 2 W3 -67,291 3 W4 -93, 244 4 W5 -93,244 ~ W6 -119,750 It .W7 . -119, 750 l~ ·w7 -119,750 8 W6 -119,750 9 W5 -93, 244 10 W4 -93,244 11 .W3 -67,291 rILTED El\'l) STRUT VlS -74,660 12 W2 -74v660 SE SQ EJ:\TD Vl END PNL V2 INTERIOR 0 73,802 73,802 108,560 108,560 126,813 126,813 108,560 108,560 73,802 73,802 73,802 0 -----STD TC COMPRESSION=-119,750.07 5,333 23,518 18,470 14,550 10,630 6,710 -6,709 -10,629 -14,549 -18,469 -23,518 5,333 -28,851 VERTICJI .. LS 31,097 5,333 3,919 l".!Jl..X 13 A 15 111.X 111.X INT TC ~ZU\IEL LENGTH= 48.00 .... .. ~-....;_~--- -9,096 -29,331 33,713 -28,021 22,330 -16,638 -16,638 22,330 -28,021 33,713 -29,331 -9,096 93,218 1.705 -1.037 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.037 77.77 47.31 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.31 -1. 705 77. 77 -2.774 126.50 -31,097 1.000 45.60 -9,096 1.705 77.77 -3,919 1.000 45.60 BC TENSION= 126,813.23 INT BC PJI..NEL LENGTH = TL= ./ 62,195.42 PP DISTJlJ~CE 0-2 4-9 10-0 . -·i-r:-· ·-o 15-0 19-0 23-0 27-0 31-0 35-0 39-0 43-0 5/8 5/8 5/8 5/8 5/8 5/8 5/8 5/8 5/8 49- 44- 4 1/4 1 1/4 96.00 _..,,, ___ --:: ,---. --::..• , ;TRESS ,Jl.NALYSIS: 48LH980 /J '"'~ 3N010075-',01 CJI.LLAWAY Gl Tl o o I rz.c;o 3ASE LENGTH 54-1 1/4 ,,_, Ji,. ... WORKING LENGTH 53-9 1/4 I:3PTH 48 3C PJJ.NLS LE= 'i:'C PJI.NLS LE= ~IRST 1-T..ALF LE= ?IRST DIAG LE= 10- 4-- 1- 0 9 0 5/8 5 BC PJl~~ELS AT 8-0 END STRUl' TILTED SPECIAL 1ST COMP 11-0 5/8 )EPTHS LE= 48.000 CENTERLINE= 48.000 WLTIPLE LOJ:l.D!NG: DL + /-WL ?T LOJI.D OF 9,500-LBS AT PP..NEL PT {ORIZONTAL FORCES AT ENDS LEFT El\TD TC= 13,100.00.,, BC= RIGHT E:ND TC= -13, 100. 00 _. BC= ~XTRA SHEJLR. .!l..DDED TO EACH WEB= 4 7 5 0 .,, 7 0.00 0.00 JNIFORM TC LOJI.D= 857 ,,;.· t3NIFORJ'1 BC LO;!l..D= 0 EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 0 0 RE= 48.000 :EACTIONS Rl= +27,790.80· R2= +27,790.&0 MIN SHR= 6,947.70 -------------STRESS ?~~ALYSJS ------------- U MEM TC F BC F SHEAR WEB F CSC WEB L 1 W2 -79,932 0 25,826 84,826 2.774 126.50 "ILTED EJ.\i""D STRUT VlS -73,488 2.-· W3 -73,488 t__ ;r4 -9 6, 97 6 4 WS ~96,976 5 W6 -lil,410 6 W7 -121,410 7 W7 -121,410 8 W6 -121,410 9 W5 -96;976 O W4 -9~1 976 1 W3 -73,488 ILTED END STRUT Vl-8 -79,932 2 W2 -79,932 3 SE SQ ENb A Vl END PNL 5 V2 INTERIOR 0 66,247 66,247 97,898 97,898 115,114 115,114 97,898 97,898 66,247 66,247 4,664 21,162 16,748 13,320 9,892 6,464 --6,464 -9,892 -13,320 -16,748 -21,162 66,247 4,664 0 -25,826 -----STD VERTICALS 27,790 4,664 3,427 AX TC COMPRESSION=--121,410.66 Jv1.Jl.X .?U{ INT TC PJi..NEL LENGTH = 48.00 MJ.I.X ... -~ . ?""......._, .. -7,955 -26,887 31,213 -26,235 21,258 -16,281 -16,281 21,258 -26,235 31,213 -26,887 -7,955 84,826 -27,790 -7,955 -3,427 1.705 -1.037 1.451 -1.451 1.451 -1.451 1.451 -1.451 1. 451 -1.451 1.037 77.77 47.31 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.31 -1. 705 77. 77 -2.774 126.50 1.000 45.60 1.705 77.77 1.000 45.60 BC TENSION= 115,114.87 lNT BC PP-.NEL LENGTH = R't.JN ON 5-30-98 5/8 5/8 TL= 55,581.60 PP DISTJL'l\lCE 0-2 10- 11- 15- 19- 23- 27- 31- 35- 39- 4-9 0 0 0 0 0 0 0 0 0 0 43-:- 5/8 5/8 5/8 5/8 5/8 5/8 5/8 5/8 5/8 49-4 1/4 44-1 1/4 96.00 ~--. . STRESS J.,.NALYSIS: 48LH980/: ~-~ 3N00075,-01 CltLLAWAY G\.. . TlOO -r-3,:;0 l I . ; BASE LENGTH 54-1 1/4 / BC P..Zl..NLS J.·E= TC P..Zl.NLS LE= FIRST HJ, .. LF LE= FJ;RST DIAG LE= DEPTHS LE= WORKING LENGTH 53-9 1/4 DEPTH 48 10-0 4-9 1-0 11-0 48.000 5/8 5/8 5 BC P.!\..NELS AT 8-0 END STRUT TILTED SPECIAL 1ST COMP CENTERLINE= 48.000 MULTIPLE LOJl.DING: DL +/-WL EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 0 0 RE= 48.000 RlJN CN 5/8 5/8 PT LOJl.D OF 9, 500--LBS AT P.Zl.NEL PT 7 27. 05 1 LE/' 27. 05 1 RE . HORIZONTAL FORCES AT ENDS LEFT END TC= -13,100.00? BC= RIGHT END TC= 13,100.00 / BC= EXTRA SHEAR Jl..DDED TO EFaCH WEB= 4750__.. 0.00 0.00 UNIFORM TC LOJl.D= 857 .,,-lJNIFOR.M BC LO..Zl.D= 0 5-30-98 REACTIONS Rl= +27,790.80 R2= +27,790.80 MIN SHR= 6,947.70 -------------STRESS F~~ALYSIS ------------- TL= 55,581.60 NO MEM TC F BC F SHEJ:_1< 1 W2 -53,732 0 25,826 TILTED END STRUT VlS -47,288 ;? W3 -47,288 ·w4 -70, 776 .:~ W5 -70,776 '5 W6 -95,210 -6 W7 -95,210 7 W7 -95,2.10 8 W6 -95,210 9 W5 -70,776 10 W4 -70,776 11 W3 -47,288 TILTED END STRUT VlS -53,732 12 W2 -53,732 SE SQ END Vl END PNL V2 INTERIOR 0 66,247 66,247 97,898 97,898 115,114 115,114 97,898 97,898 66,247 66,247 66,247 0 -----STD TC COMPRESSION= -95,210.66 4,664 21,162 16,748 13,320 9,892 6,464 -6,464 -9,892 -13,320 -16,748 -21,162 4,664 -25,826 VERTICALS 27,790 4,664 3,427 M.JI..X 13 14 J,5 ~.x MAX INT TC PANEL LENGTH= 48.00 MJl.X WEB F csc WEB L pp DIST.Z: .. NCE 84,826 -7,955 -26,887 31,213 -26,235 21,258 -16,281 -16,281 21,258 -26,235 31,213 -26,887 -7,955 84,826 2.774 1.705 -1.037 1.451 -1.451 1.451 -1.451 1.451 -1. 451 1.451 -1. 451 1.037 -1. 705 -2.774 126.50 0-2 77.77 4-9 47.31 10-0 66.20 11-0 66.20 15-0 66.20 19-0 66.20 23-0 66.20 27-0 66.20 31-0 66.20 35-0 66.20 39-0 47.31 43-0 77.77 49-4 126.50 44-1 -27,790 1.000 45.60 ~7,955 1.705 77.77 ~3,427 1.000 45.60 BC TENSION= 115,114.87 INT BC P..Zl.NEL LENGTH= 96.00 ------,..,_-. 5/8 5/8 5/8 5/8 5/8 5/8 5/8 5/8 5/8 1/4 1/4 3TRESS ·ANALYSIS: 48Lli980/J"'.q_, Tl00,, 12",;z> 3Np0075~-0l CALLAWAY Gl BASE LENGTH 54-1 1/4 --(" BC PJl.NLS LE= TC PJl.NLS LE= FIRST HALF LE= FIRST DIAG LE= WORKING LENGTH 53-9 1/4 ;)EPTH 48 10- 4- 1- 1 i-- 0 9 0 0 5/8 5/8 5 BC PJl..NELS AT 8 -0 END STRUT TILTED SPECIAL 1ST COMP DEPTHS LE= 48.000 CENTERLINE= 48.000 MULTIPLE LOJl.DING: DL + 0. 75 (LL +/-WL) EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 0 0 RE= 48.000 5/8 5/8 PT LOJl.D OF 9,500/LBS AT PP.NEL ?? 7 27.05 1 LE -27.05 1 RE HORIZONTAL FORCES AT ENDS LEFT END TC= 9,825.00/ BC= 0.00 RIGHT END TC= -9,825.00/ BC= 0.00 EXTRA SHEAR .Zl..DDED TO E.io,CH WEB= 4 7 5 0/ UNIFORM TC LOJl.D= 949. 25 / lJNIFORM BC LOJl.D= 0 REACTIONS Rl= +30,270.98 R2= +30,270.98 MIN SHR= 7,567.75 TL= 60,541.96 -------------STRESS Jl.NALYSIS NO MEM TC F ·l W2 -82,528 TILTED END STRUT VlS -75,390 2-W3 -75,390 · ( W4 -10 0, 7 2 7 • 4:'" W5 --100, 727 5 W6 -126,715 -·6 W7 ,..126,715 7 W7 -126,715 8 W6 -126,715 9 W5 -100,727 10 W4 -100,727 11 W3 -75,390 TILTED END STRUT VlS -82,528 12 W2 -82,528 SE SQ El\l"D Vl END PNL V2 INTERIOR BC F 0 0 71,913 71,913 105,894 105,894 123,888 123,888 105,894 105,894 71,913 71,913 71,913 -0 -----STD TC COMPRESSION=-126~715.22 SHEA:<. 28,095 5,166 22,929 18,039 14,242 10,445 6,648 -6,648 -10,445 -14,242 -18,039 -22,929 5,166 -28,095 VERTICALS 30,270 5,166 3,796 MJl..X 13 14 15 MJl...X MJl..X INT TC PJl.NEL LENGTH= _48.00 M.:.:ri..x ,. ~ ..... ;- WEB F 91,120 CSC 11JEB L PP DISTJlJ\'CE 0 --2 -8,811 -28,720 33,088 -27,575 22,062 -16,549 -16,549 22,062 -27,575 33,088 -28,720 2.774 126.50 1.705 -1.037 1.451 -1.451 1.451 -1.451 1. 451 -1.451 1.451 -1.451 1. 037 77.77 47.31 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.31 -8,811 -1.705 77.77 91,120 -2.774 126.50 -30,270 1.000 45.60 -8,811 1.705 77.77 -3,796 1.000 45.60 BC TENSION= 123,888.64 INT BC PJl..NEL LENGTH= 4-9 10-0 11-0 5/8 15-0 5/8 19-0 5/8 23-0 5/8 27-0 5/8 31-0 5/8 35-0 5/8 39-0 5/8 43-0 5/8 49-4 1/4 44-1 1/4 96.00 --==--...---~ - STRESS ,ANALYSIS: 48LH980/J-~ 8NO00 7 5~01 CALLAWAY Gl BASE LENGTH 54-1 1/4 BC P.ZL°l'JLS TC PJl.NLS LE= LE= WORKING LENGTH 53-9 1/4 10-0 5 BC 4-9 El\l"D DEPTH 48 PJl..NELS AT 8- STR1JT TILTED FIRST B.A.LF LE= 1-0 5/8 SPECIAL lS'r COMP FIRST DIAG LE= 11-0 5/8 DEPTHS LE= 48.000 CENTERLINE= 48.000 >1ULTIPLE LOJl.DING: DL + 0.75(LL +/-WL) 0 EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 0 0 RE= 48.000 RUN ON 5-30-98 97~ 5/8 5/8 PT LOJl.D OF 9,500.,,LBS AT PJ-..NEL PT 7 27.05'LE-27.0S'RE: :{ORIZONTAL FORCES AT ENDS LEFT EHD TC= -9,825.00-BC= 0.00 RIGHT E:NlJ TC= 9,825.00 -· BC= 0.00 3:XTRA SHEJl.R .Zi.DDED T') EACH WEB= 4 7 5 0 .JNIFORJ-1 TC LOJl.D= 949. 25 .,, t...TNIFORM BC LOJl.b= 0 1EACTIONS Rl= +30,270.98 R2= +30,270.98 MIN SHR= 7,567.75 TL= 60,541.96 -------------STRESS -7:U\i.ZI.LYSIS ------· ------ m MEM TC .., ~ BC F SHE.Zi.R WEB F csc WEB L pp DISTJ:.1'JCE 1 W2 -62,878 0 28,095 91,120 2.774 126.50 0-2 rILTED END STRlJT VlS -55,740 0 5,166 -8,811 1.705 77.77 4-Q .,, ') W3 -55,740 71,913 22,929 -28,720 -1.037 47.31 10-0 W4 -81,077 71,913. 18,039 33,088 1. 451 66.20 11-0 5/8 4' W5 -81,077 105,894 14,242 -27,575 -1.451 66.20 15-0 5/8 5 W6 -107,065 105,894 10,445 22,062 1.451~.20 19-0 5/8 6 W7 -107,065 123,888 6,648 -16,549 -1. 45:1. 6. 20 23-0 5/8 7 W7 -107,065 123,888 -6,648 -16,549 1.451 6 .20 27-0 5/8 8 W6 -107,065 105,894 -10,445 22,062 -1.451 66.20 31-0 5/8 9 W5 -81,077 105,894 -14,242 -27,575 1.451 66.20 35-0 5/8 _Q W4 -81,077 71,913 -18,039 33,088 -1.451 66.20 39-0 5/8 .1 W3 -55,740 71,913 -22,929 -28,720 1.037 47.31 4:3 -0 5/8 -"'ILTED El\llJ STRUT VlS -62,878 71,913 5,166 -8,-811 -1.705 77.77 49-4 1/4 .2 W2 -62,878 -0 -28,095 91,120 -2.774 126.50 44-1 1/4 -----STD VERTICALS ·:_3 SE SQ El\llJ 30,270 -30,270 1. 000 45.60 J.4 Vl END PNL 5,166 -8,811 1.705 77.77 -_5 V2 INTERIOR 3,796 -3,796 1.000 45.60 111.X TC COMPRESSION=-107,065.22 Jv1.JtX BC TENSION= 123,888.64 1AX INT TC PJI..NEL LENGTH = 48.00 MJI.X INT BC PP..NEL LENGTH = 96.00 ~----- ,, ;, ,, ., f, r1 " 48LH980/123 Tl O O 7 1Za::> SN0007S-01 CJi.LL.ZI.W A Y GOLF --/':----= -------MULTIPLE ~.NALYSIS Su"MMARY ------- :-1.1.. TC TEN TC COM BC TEN 3C COM 1 0 -82,528 0 0 2 0 -75,390 73,802 0 3 0 -100,727 73,802 0 4 0 -'-100,727 108,560 0 5 0 -126,715 108,560 0 6 0 -126,715 126,813 0 7 0 -126,715 126,813 0 8 0 -126,715 108,560 0 9 0 -100,727 108,560 0 10 0 -100,727 73,802 0 11 0 -75,390 73,802 0 12 0 -82,528 0 -0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 MJi...XIMUM iJNIFORl-1 LO.AD: TOP CHORD= 980 -------CONSOLIDATE LEFT & ::ZIGHT MEM TC TEN TC COM BC TEN BC COM ·1 0 -82,528 0 -0 2 0 -75,390 73,802 0 3 0 -100,727 73,802 0 /! 0 -100,727 108,560 0 t 0 -126,715 108,560 0 0 -126,715 126,813 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 MJI.XIMUM tJNIFORM LO~..D: TOP CHORD= 980 ·' -- WEB TEN 93,218 0 33,713 0 22,330 0 0 22,330 0 33,713 0 93,218 0 0 0 -------- WEB TEN 93,218!"' 0 33,713 0 22,330 0 0 0 0 RUN ON 5-30-98 97ft WEB COM 0 -29,331 0 -28,021 0 -16,638 -16,638 0 -28,021 0 -29,331 0 -31,097 -9,096 -3,919 iVEB COM 0 -29,331 0 -28,021 0 -16,638 -31,097 -9,096 -3,919 ----,-:-- ~ MEMBER SIZES: 48LH980/123 TlOO.,, -rzev BN00075-01 CALLAWAY GOLF r-= B __ . .oING LOJl..D = OUTSIDE DEP':.:"ii = 50,000.000 980.000 48.000 Fb = Jl...-SSUJ·'.3D FORCE = .Z\.SS1}:-'.:SD EFF. DEPTH= 30,000.000 126,715.221 45.600 BC = 42 Jl....REA = 2.8590 y(x) = 1.1380 Ryy = 2.0512 3.8304 Rz Ss = 0.7880 1.5230 BC UNIF LOJ:l..D = 187. 500 / Sl = = TC == 42 Jl....REA == 2.8590 Rx = 1.2350 y _ 1.1380 Sl = 3.8304 ACTUAL EFF DEPTH= 45.724 CORRECTED LOJ:l.D TC= 126,371.579 L/Rx == 29.149 USING L = 48.00 L/Rz == 30.456 USING L = 24.00 Fa= 27,096.1 USING L/R= 30.45 MID PJl...NEL MOMENT = 7,840.000 )1 ID P F..N"E L f b = 1' , 0 2 3 . 3 9 0 fa/Fa = 0.815 :1Jl..X LOJl..D (FILLERS)= 143,821.82 NO INTERIOR FILLERS REQUIRED Rz -0.7880 Ryy = 2.0512 Ss = 1.5230 Qs = 1.0000 GAP =3TWEEN CHORD= 1.000 BC = 126,469.325 L/Ryy= 17.550 USING L = 36.00 WITH ?ILLE~S K= 0.75 F'e= 175,743.82 Cm= 0.94969 PJLl\tEL POINT MOM = iS,680.000 PF-~EL POINT fb = 5,147.529 BEl\TD:i:-JG RATIO = 0. 03 7 VJl.X I.:QJIJ) NO FILLER= 139,082.46 TOP CHORD mp= 0.85269 USING TC= 42 = 4 X 4 X .375 pp= 27,248.19031 :1Jl.X SHE.ZI.R CK= 11,358.40370 AT JOINT 7 3C STRESS = 22,117.75546 USING BC= 42 = 4 X 4 X .375 '1JI.X SHE.Z\.R CK= 11,810.97586 .Z\.T JOINT 2 C.... 3INED BOTTOM CHORD STRESSES >1ID-PJl...NEL = 22,900.962 P.ZLl\tEL POil\l'"T = 26,057.191 El\!'"D PJl..NEL CHECK W= 980 E!~l) PJL1'JEL CHECK = LEFT EJ:\''"D LENGT:i = 55.00 Z0CIAL LOJ:I..D = ~2,304.75 J;..XIAL STRESS fa = 14,393.97 Fa = 20,975.35 F 1 e = 75,293.88 fb PJ.I..NEL PT 12,415.16 .t=• MID-PJl..NEL 1,940.50 = J..0 = ·:;m = 0.942 fa/Fa = 0.686 .?ANEL PT= 26,809.1 MID p_Z1_1'JEL= 0.7616 NO FILLERS L/R= 69.79 ?IRST PJL1'J.EL CHECK = LEFT El'm LENGTH = 75.63 !DCIAL LOJ:I.D = 75,186.54 Jl..XIAL STRESS fa = 13,149.09 :?a = 15,624.96 F 1 e = 39,824.86 fb PJl...NEL PT = 12,415.16 fb MID-PJl.-1-JEL = 3,133.35 :m = 0.867 fa/Fa = 0.841 ?Jl.NEL PT= 25,564.2 MID PJ;..NEL= 0.9768 NO FILLERS L/R= 95.97 -30TTOM CHORD L/Rz= 121.827 TC OJl..L/Ryy = 314.561 1AX BRIDGING CHECK TC= 29.05 1 BC= 41.02 1 10MENT OF INERTIJ.1.= 5,994.7 LL 360=1,440.5 LEN/360= 1. 79 11 •;i,..,.,, ... RUN ON 5-30-98 ,,: f ,, ........ : ~ 'lEB DESIGN·: 48LH980/123 Tl0O -rzco 3N000 7S-01 CALLAWAY GOLF ; TC= 42 = 4 X 4 X .375 BC= 42 = 4 X 4 X .375 RUN ON 5-30-98 97/ ------WEB DESIGN ------ l\'TlJ1'mER SIZE QTY ACTUJ.l_L T ALLOW T ACTuAL C ALLOW C WELD J!_~GLE NAME 1. W2 32 2 B 93,218 97,384 0 42,319 25.2 3 X 3 X .281 2 W3 22 2 B 0 40,783 29,331 30,412 11..3 2 X 2 X .176 3 W4 20 2 B 33,713 36,360 0 21,353 14.6 2 X 2 X .156 4 ws 24 2 B 0 49,510 28,021 29,885 8.8 2 X 2 X .216 5 W6 15 2 B 22,330 29,088 0 14,967 10.6 1 3/4 X 1 3/4 X .143 6 W7 20 2 B 0 36,360 ~6,638 21,353 7.2 2 X 2 X .156 ----ST.7:l)\TDF-~ VERTICALS ---- 7 SE 23 2 B 0 43,207 31,0r:37 33,238 11.2 2 X 2 X .187 8 Vl 27 1 0 30,754 9,728 10,936 3.1 2 1/2 X 2 1/2 X .212 9 V2 15 1 0 14,544 4,551 7,165 2.2 1 3/4. X 1 3/4 X .143 I'OTAL WELD= 364 K = 0.75 MIN COMP= 0.25 ~-=:-·. - :':. :------ ---. -·--~------- STRESS JI.NALYSIS: 48LH980/1--~ T102., 1?,,l)'Z 8N00075~01 CALI.Ji.WAY GC BJi.SE :LENGT~ 54-O 1/2 r~ WORKING LENGTH 53-8 1/2 !)EPTH 48 ; BC PJI.NLS TC PJI.NLS FIRST P..ALF FIRST DIAG LE= 10-0 LE= 4-9 LE= 1-0 LE= 11-0 DEPTHS LE= 4-8. 000 1/4 1/4 MULTIPLE LOJI.DING: DL + LL 5 BC P.!Ll\JELS AT 8 -0 END STRUT TILTED SPECIAL 1ST COMP CENTERLINE= 48.000/ EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 0 0 RE= 48.000 RlJN ON 5 -3 0 -9 8 1/4 1/4 PT LOJI.D OF 9, 5 0 0... LBS Jl.T PJ>...,_°l\JEL PT 7 27. 02 1 LE'"° 27.02 1 R:S EXTRA SHEJ:1,.R J>.DDED TO EACH WEB= 4 7 5 a- UNIFORM TC LOJi.D= 980 ,,-lJNIFORM BC LO..Z,.D= 0 RE.~CTIONS Rl= +31,067.08 R2= +31,067.08 MIN SHR= 7,766.77 -------------STRESS J:l.:.NALYSIS ------------- NO MEM TC F BC F SHEJL~ WEB F CSC WEB L 1 W2 -74,581 0 28,821 93,134 2.774 126.50 TILTED END STRUT VlS -67,233 2 W3 -67, 233 3 W4 -92,989 4 W5 -92, 989 r W6 -119,494 t '--.... W7 -119,494 7 W7 -119,494 8 W6 -119,494 9 W5 -92,989 10 W4 -92,989 11 ,W3 -67,233 TILTED END STRUT VlS -74,581 12 W2 -74,581 13 SE SQ El\i1) 14 Vl EN1) PNL 15 V2 INTERIOR 0 73,547 73,547 108,304 108,304 126,557 126,557 108,304 108,304 73,547 73,547 73,547 -0 STD :'1AX TC COMPRESSION=-119,494.46 5,318 231502 18,470 14,550 10,630 6,710 -6,710 -'10, 630 -14,550 -18,470 -23,502 5,318 -28,82], VERT I CF.LS -9,070 -29,254 33,713 -28,021 22,330 -16,638 -16,638 22,330 -28,021 33,713 -29,254 -9,070 93,134 l.7C5 -1.035 1. 451 -1.451 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.035 77.77 47.21 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.21 -1.705 77.77 -2.774 126.50 31,067 -31,067 1.000 45.60 5,318 -9,070 1.705 77.77 3,919 -3,919 1.000 45.60 Mll..X INT TC P..Z,.NEL LENGTH= 48.00 MJLX BC TENSION= 126,557.62 M.Zi..X INT BC PJi.NEL LENGTH = TL= 62,134.17 PP DI ST.ZI .. NC:2: 0-2 4-9 11- _15- 19- 23- 27- 31- 35- 10-0 0 0 0 0 0 0 0 0 0 39- 43- 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 49- 44- 3 1/2 0 1/2 96.00 -------.. --,·. STRESS' .71..NALYSIS: 48LH980/1 "'".::i 8N~o'o7s ... 01 CALLI.I.WAY GC T102 ;2,oZ ,/ BASE LENGTH 54-._-0 1/2 WORKING LENGTH 53-8 1/2 DEPTH 48 ,. ... ' BC PJI..NLS LE= 10-0 5 BC PJl..NELS AT 8- TC PJI.NLS LE= 4-9 E1'J"D STRlJT TILTED FIRST F..ALF LE= 1-0 1/4 SPECIAL 1ST COMP FIRST DIAG LE= 11-0 1/4 DEPTHS LE= 48.000 CENTERLINE= 48. 00·0 MULTIPLE LOJl..DING: DL + /-WL 0 EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 0 0 RE= 48.000 RUN CN 5-30-98 9ti 1/4 1/4 PT LOAD OF 9, 50CY LBS .½.T PJ.1...NEL PT 7 27. 02 1 LE-27. 02 1 RE HORIZONTAL FORCES AT EN"DS LEFT E:N""D TC= 47,000.00.,,, BC= 0. 00 RIGHT EN""D TC= -47, 000. 00 ...-BC= 0. 00 EXTRA SHEJL"R. ADDED TO EACH WEB= 4 7 5 0.,,, UNIFORJ-1 TC LOJtD= 857 / lJNIFORM BC LOJI.D= 0 REACTIONS Rl= +27,764.02 R2= +27,764.02 MIN SHR= 6,941.01 TL= 55,528.04 STRESS JLl\JALYSIS NO MEM TC F 1 W2 -113,763 TILTED E1'J"D STRUT VlS -107,337 --·-, W3 -107, 33 7 ~ '·· .· W 4 -13 0 , 6 4 8 4 W5 -130,648 5 W 6 -15 5 , 0 8 2 6 W7 -155,082 7 W7 -155,082 8 W6 -155,082 9 W5 -130,648 10 W4 -130,648 11 W3 -107,337 TILTED EN"D STRUT VlS -113,763 12 W2 -113,763 13 SE SQ END 14 Vl EN"D PNL 15 V2 INTERIOR BC F SHEAR 0 25,800 0 66,019 66,019 97,669 97,669 114,886 1.14, 886 97,669 97,669 66,019 66,019 4,651 21,149 16,748 13,320 9,892 6,464 -6,464 -9,892 -13,320 -16,748 -21,149 66,019 4,651 0 -25,800 -----STD VERTICALS 27,764 4,651 3,427 MAX TC COMPRESSION=-155,082.22 Jv'JJI.X MJl...X INT TC PJl...NEL LENGTH = 48.00 MAX WEB F 84,752 -7,932 -26,817 31,213 -26,235 21,258 -16,281 -16,281 21,258 -26,235 31,213 -26,817 CSC WEB L 2.774 126.50 1.705 -1.035 1.451 -1.451 1.451 -1.451 1. 451 -1.451 1.451 -1.451 1.035 77.77 47.21 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.21 -7,932 -1.705 77;77 84,752 -2.774 126.50 -27,764 1.000 45.60 -7,932 1.705 77.77 -3,427 1.000 45.60 BC TENSION= 114,886.43 INT BC PJl..NEL LENGTH = PP DIST):._1'-JCE 0-2 4-9 iO-0 11-0 1/4 15-0 1/4 19-0 1/4 23-0 1/4 27-0 1/4 31-0 1/4 35-0 1/4 39-0 1/4 43-0 1/4 49-3 1/2 44-0 1/2 96.00 ---=---I r 3TRESS 1Ji.NJl.LYSIS: 48LH980/1 "'4, T102 ./ 'T2.o2- 3N00075t01 CALL.JI.WAY GC · 3ASE LENGTH 54-O 1/2 t--~ 3C PJ.1.NLS LE= re PJ.1..NLS LE= ?IRST HJI.LF LE= ?IRST DIAG LE= WORKING LENGTH 53-8 1/2 DEPTH 48 10- 4- 1- 11- 0 9 0 0 1/4 1/4 5 BC P.i'Ll\JELS .-n. T 8 -0 END STRUT TILTED SPECIAL 1ST COMP ;)EPTHS LE= 48.000 CENTERLINE= 48.000 1ULTIPLE LOJl.DING: DL + 0.75(LL +/-WL) R1JN ON 5-30-98 EFF DEPTH 910 45.6 RE= 10-0 RE= 4-9 RE= 1-0 1/4 RE= 11-0 1/4 RE= 48.000 PT LOJ.1..D OF 9,500/LBS AT PJi.i~EL PT 7 27.02'LE 27.02'RE :IORIZOJ\J"'TAL FORCE'S AT El\1DS LEFT El\11) TC= 35,250.00.-BC= 0.0·0 RIGHT El\il) TC= -35,250.00.,.... BC= 0.00 EXTRA SHEAR Jl..DDED TO E.Z1.CH W:SB= 4 7 5 0 ..-:- UNI FORM TC LOJI.D= 949. 25" 1JNIFORM BC LOJl.D= 0 REACTIONS Rl= +30,241.32 R2= +30,241.32 MIN SER= 7,560.33 TL= 60,482.64 -------------STRESS )Ll\JALYSIS --· ---------- NO MEM TC F ·l W2 -107,876 TILTED E:t-m STRu"'T VlS -100,759 :'-W3 -100,759 W4 -125,904 4 W5 -125,904 5 W6 -151, 891 6 W7 -151,891 7 W7 -151,891 8 W6 -151,891 9 W5 -125,904 10 W4 -125,904 11 W3 -100,759 TILTED El\il) STRu"'T VlS -107,876 12 W2 -107,876 SE SQ Erm Vl END PNL V2 INTERIOR BC F 0 0 71,665 71,665 105,646 105,646 123,639 123,639 105,646 105,646 71,665 71,665 71,665 -0 -----STD TC COMPRESSION=-151,891.40 SHEJtR 28,065 5,151 22,914 18,039 14,242 10,445 6,648 -6,648 -10,445 -14,242 -18,039 -22,914 5,151 -28,065 "yERTICALS 30,'241 5,151 3,796 l"JJ.1..X 13 14 15 MltX Ml1.X INT TC PJ.I.NEL LENGTH= 48.00 l"JJ.I..X WEB F 91,038 -8,786 -28,645 33,088 -27,575 22,062 -16,549 -16,549 22,062 -27,575 33,088 -28,645 CSC WEB L 2.774 126.50 1.705 -1.035 1. 451 -1.451 1.451 -1.451 1. 451 -1.451 1.451 -1.451 1.035 77.77 47.21 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.21 -8,786 -1.705 77.77 91,038 -2.774 126.50 -30,241 1.000 45.60 -8,786 1.705 77.77 -3,796 1.000 45.60 BC TENSION= 123,639.82 INT BC PJ.1.NEL LENGTH= PP DIST.l'.l..NCE 0-2 4-9 10-0 11-0 1/4 15-0 1/4 ·19-0 1/4 23-0 1/4 27-0 1/4 31-0 1/4 35-0 1/4 39-0 1/4 43-0 1/4 49-3 1/2 44-0 1/2 96.00 BJl.SE LENGTH ~4'-.z O 1/2 BC PJl.NLS LE= TC PJl.NLS LE= FIRST F.ALF LE= FIRST DIP.G LE= T102 I t2D2 WORKING I,,ENGTH 53-8 1/2 uEPTH 48 10-0 5 BC PJ:l.NELS AT 8- 4-9 El\'"D STR'GT TILTED 1-0 1/4 SPECIAL 1ST COMP 11-0 1/4 DEPTHS LE= 48.000 CENTERLINE= 48.000 MULTIPLE LOJl..DING: DL + 0. 7 5 (LL + /-WI..) 0 EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 0 0 RE= 48.000 RUN ON 5-30-98 99; 1/4 1/4 PT LOJ:l..D OF 9,500/LBS AT PJ:l.NEL PT 7 27.02'LE -27.02 1 RE HORIZONTJI.L FORCES AT ENDS LEFT END TC= -35,250.oo-BC= 0.00 RIGHT El\J"D TC= 35,250. co ----BC= o. oo EXTRA SHEJ.1.R Jl.DDED TO EACH WEB= 4 7 5 0 / UNIFORM TC LOJ:l..D= 949. 25 lJNIFORJ-l BC LOJl..D= 0 REACTIONS Rl= +30,241.32 R2= +30,241.32 MIN SHR= 7,560.33 TL= 60,482.64 -------------STRESS .2'...J."IJALYSIS ----------- NO MEM TC F 1 W2 -37,376 TILTED END STRUT VlS -30,,259 f _W3 -30,259 t,~.· . W 4 -5 5 , 4 0 4 4 WS -55, 404 5 W6 -81,391 6 W7 -81,391 7 W7 -81,391 8 W6 -81,391 9 ws -55,404 10 W4 -55,404 11 W3 -30,259 rILTED END STRtJT VlS -37,376 12 W2 ~37,376 13 SE SQ END 14 Vl END PNL 15 V2 INTERIOR 1.ll..X TC COMPRESSION= BC F 0 0 71,665 71,665 105,646 105,646 123,639 J,.23,639 105,646 105,646 71,665 7.1, 665 SHEF .. R 28,065 5,151 22,914 18,039 14,242 10,445 6,648 -6,648 -10,445 -14,242 -18,039 -22,914 71,665 5,151 -0 -28,065 -----STD VERTICALS 30,241 5,151 3,796 -81, 391.40 Mfl.X 1.ll.X INT TC PJI.NEL LENGTH = 48.00 MJl.X .. ..... ::_._ . ..._ __ WEB F 91,038 -8,786 -28,645 33,088 -27,575 22,062 -16,549 -16,549 22,062 -27,575 33,088 -28,645 -8,786 91,038 -30,241 -8,786 -3,796 CSC WEB L 2.774 126.50. 1.705 -1.035 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.035 77.77 47.21 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.21 -1.705 77.77 -2.774 126.50 1.000 45.60 l.705 77.77 1.000 45.60 BC TENSION= 123,639.82 INT BC PJI.NEL LENGTH= PP DISTJIJ\ICE 0-2 4-9 to-o 11-0 1/4 15-0 1/4 19-0 1/4 23-0 1/4 27-0 1/4 31-0 1/4 35-0 1/4 39-0 1/4 43-0 1/4 49-3 1/2 44-0 1/2 . 96. 00 ~---_ .. ., f ' ~ ~ \ ' 18LH980/123 T102;1 -rzoz 3N00075-0i CALLAWAY GOLF ~:.. -------MULTI.PLE Jl..NALYSIS s ul'iM]I..R y -------r TC COM EC COM 1. TC TEN BC TEN WEB TEN 1 0 -113,763 0 0 93,134 2 0 -107,337 73,547 0 0 3 0 -130,648 73,547 0 3,3,713 4 0 -130,648 108,304 0 0 5 0 -155,082 108,304 0 22,330 6 0 -155,082 126,557 0 0 '7 0 -155,082 126,557 0 0 8 0 -155,082 108,304 0 22,330 9 0 -130,648 108,304 0 0 10 0 -130,648 73,547 0 33;713 11 0 -107,337 73,547 0 0 12 0 -113,763 0 -0 93,134 13 0 0 0 0 0 14 0 0 0 0 0 15 0 0 0 0 0 :'1Jl..XIMUM lJ"NIFORM LOJUJ: TOP CHORD= 980 .;.. ------CONSOLIDATE LEFT & RIGHT -------- >1EM TC TEN TC COM BC TEN BC COM WEB TEN ·1 0 -113,763 0 -0 93,134 2 0 -107,337 73,547 0 0 3 0 -130,648 73,547 0 33,713 ~ 0 -130,648 108,304 0 0 0 -155,082 108,304 0 22,330 0 0 -155,082 126,557 0 0 7 0 0 0 0 0 8 0 0 0 0 0 9 0 0 0 0 0 :1AXIMUM UNIFORM LOJtD: TOP CHORD= 980 ~--.. ··~·.. . WEB COM 0 -29,254 0 -28,021 0 -16,638 -16,638 0 -28,021 0 -29,254 0 -31,067 -9,070 -3,919 WEB COM 0 -29,254 0 -28,021 0 -16,638 -31,067 -9,070 -3,919 RUN ON 5-30-98 . ~-=-:-_ - MEi~JiR tSIZES: 48LH980/123 Tl02.., 7-zc:;'Z BNOOO?S-01 CALLli.WAY GOJ;,F F,:-· -= = = 50,000.000 980.000 48.000 Fb Jl_Ssln,'.ED FORCE = F.SSF-'.ED EFF DEPTH= 30,000.000 155,082.228 45.600 L ~ING LOJl-.D OUTSIDE DEPTH BC = 42 ]I.REA= 2.8590 y(x) = 1.1380 Ryy = 2.0512 Rz BC UNIF LOJl-.D = 187. 500/ Sl = 3. 8304 Ss = 0.7880 1.5230 TC = 43 ·]I.REA·= 3.3120 Rx = 1.2260 y = 1.1610 Sl = 4.2885 ACTUAL EFF DEPTH= 45.701 CORRECTED L01'.D TC= 154,739.493 L/Rx = 29.363 USING L = 48.00 L/Rz = 30.573 USING L = 24.00 Fa= 27,081.6 USING L/R= 30.57 MID PJl-J--JEL MOMEl\J'"T = 7,840.000 M.ID P.ltNEL fb = 914. 063 fa/Fa = 0.862 = Rz = 0.7850 Ryy = 2.0645 Ss = 1.7537 Qs = 1.0000 GAP z:STWEEN CHORD= 1.000 BC = 126,277.927 L/Ry_/= 17.437 USING L = 36.00 WITH ?'ILLERS K= 0. 7 5 F'e= 173,191.70 P.ZL..'I\J:SI..: POI2'J'"T MOM PJl.NEL POINT fb BE:t\'"DI:'.'JG RATIO = = = Cm= 0.94604 15,680.000 4,470.327 0.033 MJI.X LOJ.1.D (FILLERS)= 171,095.75 MJl.X LCJl.D NO ?ILLER= 161,602.77 NO INTERIO~ FILLERS REQUIRED TOP CHORD mp= PP= MJI.X SHEJtR CK= BC STRESS = MJI.X SHEAR CK= .,., C 3INED BOTTOM ' M'.!.D-PJLN'EL END PJ.IJ--JEL CEECK ]I.X I AL LOJ)..D Fa fb PJ.IJ--JEL PT Cm 0.89591 USING TC= 43 = 4 X 27,830.75820 9,786.07856 JI.T JOINT 7 22,084.28248 USING BC= 42 = 4 X 13,~26.85931 AT JOINT 6 CHORD STRESSES = 22 I 867 • 489 p_Zl_l\iEL POINT El\TD PJ>_'l\'EL CHECK i\7= 9 8 0 = LENGT:I = Jl..XI.Zl.L STRESS fa F'e = fb MID-PJl_l\iEL = .:::a/P-J.. ... a 4 X .438 4 X .375 = 26,023.718 = = = = = LEFT El\'"D = 113,511.90 20,925.97 10,708.63 0.930 MID P.ZIJ--JEL= ·pJl-J--JEL PT= 27,845.0 0.8892 NO FILLERS 55.00 17,136.45 74,200.47 1,743.60 0.818 L/R= 70.06 FIRST P..zu,rnL CHECK = Jl-.XIAL LOJI.D = Fa = f.b PJl.J--JEL PT = Cm = PJl-J--JEL PT= 26,877.2 BOTTOM CHORD L/Rz= MAX BRIDGING CHECK MOMENT OF INERTIA= LEFT 31\t"D LE:NGTi-I 107,100.78 Jl.XIAL STRESS fa 22,480.81 F'e 10,708.63 fb MID-PJlJ--JEL 0.836 fa/Fa MID PJIJ--JEL= 0.8494 FILLERS 121.827 TC OAL/Ryy TC= 29.24 1 BC= 41.02 1 6,428.2 LL 360=1,550.1 = 75.25 = 16,168.59 = 39,638.67 = 2,764.85 = 0.719 L/R= 61. 37 = 312.179 LEN/360= 1.79" R1JN ON 5-30-98 J J L-'IR -~ .ft _t, ,. .J \\\ .l' ..,, WEB DESIGN: 48LH980/123 T192,,, ,2o Z 8N00075-0l CALLJI.WAY GOLF RUN ON 5-30-98 TC= 43 = 4 X 4 X .438 BC= 42 = 4 X 4 X .375 99/ NlJ1'1BER SIZE QTY ACTUAL T 1 W2 32 2 B 93,134 2 W3 22 2 B 0 3 W4 20 2 B 33,713 4 ws 24 2 B 0 5 W6 15 2 B 22,330 6 W7 20 '2 B 0 7 SE 23 2 B 0 8 Vl 27 1 0 9 V2 15 1 0 I'OTAL WELD= 364 ~-' ···-· ------WE3 DESIGN ------ ALLOW T ACTUAL C ALLOW C WELD 97,384 0 42,319 25.1 40,783 29,254 30,440 11.2 36,360 0 21,353 14.6 49,510 28,021 29,885 8.8 29,088 0 14,967 10.6 36,360 16,638 21,353 7.2 ----:-STJl..l\l"DJl._'l:ill VERTICALS ---- 43,207 31,067 33,238 11.2 30,754 9,844 10,936 3.2 14,544 4,693 7,165 2.3 K = 0.75 MIN COMP= Jl..NGLE NJl..ME 3 X 3 X .281 2 X 2 X .176 2 X 2 X .156 2 X 2 X .216 1 3/4 X 1 3/4 2 X 2 X .156 2 X 2 X .187 2 1/2 X 2 1/2 1 3/4-x 1 3/4 0. 25 - --=--~- X .143 X .212 X .143