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HomeMy WebLinkAbout2180 RUTHERFORD RD; ; CB041041; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-30-2004 Mechanical Permit Permit No: CB041041 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 2285 RUTHERFORD RD CBAD MECH Status: Parcel No: 2120620800 Lot#: 0 Applied: ISSUED 03/30/2004 MOP 03/30/2004 03/30/2004 Valuation: $1,500.00 Entered By: Reference #: Plan Approved: Issued: Project Title: CALLAWAY GOLF Inspect Area: INSTALL MECH. UNIT FOR SERVER ROOM W/ELEC Applicant: SAN MARCOS MECHANICAL INC 855 RANCHEROS DRIVE SAN MARCOS, CA 92069 619-7 40-0224 Mechanical Issue Fee Install/Furn/Ducts/Heat Pumps Fee Fireplace Installation Fee Exhaust Fan Fee Installation/Relocation Vent Fee Hood Fee Boiler/Compressor to 15HP Fee Other Additional Fees TOTAL PERMIT FEES 1 0 0 0 0 0 Owner: CALLAWAY GOLF CO 2285 RUTHERFORD RD CARLSBAD CA 92008 8639 03/30/04 0002 01 02 $15.00 $9.00 $0.00 $0.00 $0.00 $0.00 $0.00 $40.00 $0.00 $64.00 CGP 64°00 Total Fees: $64.00 Total Payments to Date: $0.00 Balance Due: $64.00 Fl~JAL APPROVAl DATE __ 1!/.zyt:i CLEARANCE __ _ SIGNATURE~ FOR OFFICE USE ONLY ,, PERMIT APPLICATION PLAN CHECK NO. C,C{--.. ~ \ . ' J CITY OF CARLSBAD BUILDING DEPARlMENT EST. VAL.---,-------- 1635 Faraday Ave., Carlsbad, CA 92008 Plan Ck. Deposit~-_______ _ Validated By-'----------- Date ______________ _ Address (include !3ldg/Suite #) Business Name Legal Description ~J.J.,'1> '70,?S"CC, Lot No. Subdivision Name/Number fl /.Jusr:12,l-Ll · Total # of units Assessor's Parcel # · Existing Use Unit No. Phase No. {9tme) Proposed U!ie ~scri~tion·ofWork lnt!cl,e1.,,,:·.::.,./-fE/ee:;#,;;.,_,I SQ. FT. · ~ #of Stories, ·. ·· ~ ~~ ,,,~?:.+.----~-£~~.(lf!;~"G_,,,g;..jl,.,.:r,~!!.Jlf!,;,_q;v)_r;,_ . .f.<!r.".§3;:,:rr:;:~-:;,-JJ,i?t';', .•. -'?f::.,.,~~fx{jf'/~1$.,""-""'-"'t··i.::.m~·-· ,_.,,, .... ,,.1 ~!.ti~Q!'ifAQ11t)ffiff§!;w;,_(1f~l!.l'J!.1)t-"!to1P;.f.RPJh:!11itt.cti0.':.\.'..;,.,;;,;;_,,::,\~·;;;:,;;::3:;~:'.l;,:;:,;;J;,;:,;&"';;:,:;z1::.ti!J:I,~ 'I;~;;·c);,,"':i}~1Rc~~iJ'.,,·;;.;t¾~<::;;£...,;~>;:~:i;i.~"~'r!,}iA;:,k'il!i~\r,;'f,::.l•iil'i'.;i:.;;1 '7&tNt W /3e .... fh,._; II t, £ Ja.,~A«.:i 1/j r/2£',11 Ca , '7~¢5'-:J {?t.,e, j-S'f9-OS--tPc,-& N!!me Address City State/Zip T!!lephone # Fax# fl~ f\1'~':J:.:i;W-gJit1bitN!i;;:',:'~~raotor!;;:Sfi:J;~~~r,$.JQTc,'w;-~~?..fg·eritTor-~Wfl1if;:'.:~',;:\'0;;;~~-:,:~.:;:%':J';'(:'.f-4:"::,~"'41tt·;;,,'l!.,~::±8€Wit~?t:~r,f~~::·~~ --A~ ~ .... d,"" """'-' f.:~lli-._,w',...,..,.,..,_...,...,..,~, .... ,. ;,«;,,_;fJ.!M<t"""""'":S.'-% ,~..,..,.,._ ,~,,..,,-v.,..,.:::--,,~~--·v,, ,w,,>,~-*'.,;li .,,,, ,~,n <"' ,~ • ..,,,.,,;,:(;,.Yl'<,N<,,.._,..,_l,f;,..,,~,l,il,v.,,.(y«.Vm"-<,;~,n ..... t.;,.~:_..f,~!i'.-1-, """"<'\~,'?~ :;:;,._..;;.n,,,•:..l;<•<"'•fi,~n-,,.,,•,_;;1 , ..._, ~.,.c,'c:./ S': -~ t..t-CA-• to -1.-os-G"o Name -City . ·$tate/Zip Telephone# ~~~:!~~;~~~~~=;~!i"iz;r::~~~~~~~~~s~~~:~~~;;;~;;~~-tt4,·~~:);t;·:·:.:,;.~;z~::i;:?~;t.:~;~1:~:~f!:~¥J~, (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repaJr 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 !:!, commending with Section 7000 of Division 3 of the Business and Professions Code] or that h!l is exempt therefrom, and the basis for the alleged \ 'exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil'penalty of not more than five hundred dollars ($5001). kdr,,,:s-~r,; .;..9 M f.h'..:r?/1 ~ '14, 9~c#3 Name Address Cify State/Zip .• \ Tele':°ne'< State License# . ~9'. 2" 7/ License Class C...2D 1-/tC ,(3 C:.JG, City Busin~ss Liqense # (~d ~ \.L -''" Designer Name Address City State/Zip Telephone State License-#----""'------ Y'll<lt:ltiQ..1JJS~lifuMf9.~;:z::~ ~,:::2,~~:=:~,~~::-~-~:~ -~=:~.:::~:-:7:A~: :r.::«~.~::::,:~.:~-:~~~~3122Li~YL:~;~~&.z~;~:vl1::::=] Workers' Compensation Declaration: I hereby affirm under penalty of perjury one Qf the following·declaratiohs: D I-have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for whicfa 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 .. uissued. My worker's compensation insurance carrier and policy number are: llrisurance.Company 2eNt''l1:> ::i:rvSy,cp,u•,e Ct' Policy No. 2,·o<Dfi:/1£'..?C:J/ Expiration Date Jo /41,/e::t:/ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work 'for which·this,perrilit is issued,, I shal! not employ any person in any manner so as to become S\Jbject to the Workers' Compensation Laws cif California. , .WARNING: Failure to secure workers' compensation coverage is unlawful, and shall· subject an employer to criminal penalties end civil fines up to one hundred thousand dollars ($100,000), In.addition to the cost of compensation, damages lis provided for in Section 3706 of the Labor c;ode, interest end ettorney•s fees. SIGNATURE ___ --,....._..,... __________ ~...,..---,-,-----,,--~----DATE _________ _ ~ji'if~~{(;iJi'Qlt_Q[fiQ'EpJ~~JIJ>i)~i~t~~ tS~::::~'0itt~,/:J:Jli~ii~flJ{~~;~~3l1:/::. \t\5 -~t~:-~£fti;~~:-~~g51~1~:t:;:J:;·~2f:I~~~~:;~.i£i~~f.f#:~f~~~JJ7:~~~\1\l I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the prope~y or my employees with wages as their sole compensation, will' do the work and th!! structure is not intended or offered for sale (Sec. 7044, Business and Prqfessions Code: The Contractor.' s l.icense Law does -not apply tQ an owner of property who builds or improves thereon, and whc, does . such work.himself or through his own employees, provided that such improvements are not intenaed qr offered for sale. If, however, the bu_ilding 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(sl licensed pursuant to the Contractor's License La·w). · · D ,I am exempt under Section ______ Business and-Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed .property improvement. D YES ONO 2. I (have/ have-not) ,signe~ an application-for a· building permit for the proposed work. 3. I have· contracted with the following person (firm) to provide the proposed construqtiori (i!Jclude name / addres!! / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): · · 5. I' will.provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address / phone number/ type of work):. ______________ ~---------..,,---~-----'------------------------- PROPERTY OWNER-SIGNATURE _______________ ~--'-'------DATE ________ _ ~-~ ... ,-....... CT"-"~~~,,..,(,, "'e"'h"";r1"""0'&.F -~R~ _,;..~b w 1Jff'i:al17A,,_..,,, i 11:=u'"'i?-,,,,,,,.,.~~p;;,.,.,,., j• ..,....,...,., .. ,.,.,,L_Y,..,. -~-_ .. ,_,.,,,,:, .. ,¼, {"i}," ..... ~_,M,!\,1,...N·:-,N't/4",--->--'%~,{,nlf','! ,~·-'>J:f\~f_&.,>.<-'1---~~ n~ -':~A·'" .-_'ffi~~-... N =-......... ~":t: ..-i". ..... '-.)'':'"~ :tr¼%'~ :it.9.Mfl!t"'-l~l_l,f.!l'i~-~--!.!!.·l:',!.,;tl<l.fl,._-riE.~wHw!.--.'-:t",.J~U•.:1, .. §llMh'f.~J9~ ;. ,<'.~\::,St.;;;i;:,.~:--'~~..;;;?;,;:,.~~~~.i.ffifi1tiim:ti)¼;;;.~'7-'::;,'tikl~f;;,f~;?.m~t:¥';;.il::i 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 Sectic;ms.25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES o· NO Is the applicant or future building occupant required to obtain a permit from the air pollution control distric;t or air quality management district? D YES D NO Is the-facility to be constructed. within 1,000 feet of the outer boundary of a school.site? D YES D NO IF.ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS.MET OR IS MEETING THE REQUIREMENTS:OF THE OFFICE OF EM~RGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. f§~i,.~QlittOc11.91tlffimffi~~:iJ[:~:e?::·~~-tf'.!J~t,:~:§i:}lZ:~~~s~E~I~rttTI~liF~~~{~1:,;;j~Tu~,~0t~~~TI~)~~-~iJff.l~~rs~:fl,Ii:~·~~F:~~f~ I hereby affirm that there is a ·construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). I certify that I hl!Ve 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 constrllction. I hereby l!Uthorize representatives of the Citt of Carlsbad, to enter upon the above mentioned property for inspection· purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, . JUDGMENTS, COSTS AND.EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT • . OSHA: An OSHA permJt is req!Jired .for excavatiQns over 5'0" deep and demolition or .construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation a_nd become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned ~t any time after the· work is commenced for a·period of 180 days (Section 106.4.4 Uniform Building Code). APPi.1cANT'ss1GNATURE ~v=== 4L l?eyl,~. . Rm f'. Tes, DATE oJ-JD-O'f WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 04/22/2004 Permit# CB041041 Inspector Assignment: TP ---- Title: CALLAWAY GOLF Description: INSTALL MECH. UNIT FOR SERVER ROOM W/ELEC Type: MECH Sub Type: Job Address: 2180 RUTHERFORD RD Suite: Lot o Location: APPLICANT SAN MARCOS MECHANICAL INC Owner: CALLAWAY GOLF CO Remarks: Total Time: CD Description Act Comment Phone: 6195202143 Inspector: L Requested By: NIA Entered By: ROBIN 49 Final Mechanical A/ ------,--------------- .1!i_ _______ ~· .A~ t2Lf~() Associated PCRs/CVs Inspection History Date Description Act lnsp Comments 04/15/2004 14 Frame/Steel/Bolting/Welding AP TP MECH PLATFORM FOR SERV. RM ·04/15/2004 15 Roof/Reroof WC TP DATE: .June 17, 2004 FINAL REP( SPECIAL INSPECTION ANI To: City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, California 92008 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMIT NO. C:804-1041 LDER 17348 PROJECT ADDRESS:_·· ____ C __ a __ ll __ o __ w __ a...,v .... G __ o __ lf ... H___.,O..,.D .... a..,.ta ......... R __ oo_m __ @.......,2 .... 1...,8 .... 0...,R ... u .... th __ e __ rt1_o __ r __ d __ R __ o __ a_d.._, C ____ ar_ls __ b __ a_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 Buil~ing Code. Executed on this 17th day of __ J-=u=n..,.,e...,..... ___ 2_0=0.:.4 MONfli Y-EAR ... Special Inspection -and:Mat~rial~ Testing ·covered J>y·this·final r~port include the special-inspection and testing services for the specific dates of April 13, 2004 & April 14, ioo4. _ The type of special inspection and testing services described in our Daily Field Reports is summarized as: Observation of field structural welding. A. If the i1_1spection services were provided by an approved materials testing laboratory or special inspection agency: TESTING LABORATORY OR SPECIAL INSPECTION AGENCY:. ________ KL=E=INFE=-=· =LD=ER,:;;.=-aIN ____ C __ . _____ _ ADDRESS:_-'--------"'-----5=0=1 __ 5=SH=O=RE=HAM.==PL=A=C=E, ... S=AN=.:..aD=IE=G=-O__., .... C=A=-9--2=1=22aa--________ _ RESPONSIBLE PROJECT MANAGER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME(PrintorType). ___ -=R=O=N:..aAL=D::a;...;C=.-=-TH=O=M=S=O=N..._ ______________________ _ City of San Diego~tor Registration Number: #380 Expiration Date: SIGNATURE: ~ <:_. · ~ . 12/31 /04 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME (Print or Type) ______ RI=C=K=E"-'. L=ARS= ... O=N=------------------------- State of Callfomia registration N~ n39221i SIGNATURE: ~~ ~ .', ~·f~~. >o-< • ·;-, ~·l,.-~, ', I ~ ,, ~ " '• ,, ,.,., _Expiration Date: ______ 1=2 __ / .... 3c.=1.._/..;:;0 __ 5 _______ _ cc: Calloway Golf l 7348/l 7348B.doc 06/17/04 ("1nn,rrin-h-t ')()(\") Y1P1nf'Plr1P1" Tnr k_,t KLEIN-FELDER Construction Observation Report Date 'f /1 .3. /0 "-/' ProjectName C,;J/4-..,o.r Golf; HO Oc..ta.Wo0n 1-.fvAC Client _______________ Project No. / ?2 ~ c...fg Project Location :::;,1 i/0 R,i+l..erkrJ Rd DFR No ________ _ Time Arrived O 6 30 Contractor :CC..,5:, Bldg. Permit No. Cf!>o<{-./() c:..J I Time DepartedO C, 0 0 Reviewed by ____________ Date Reviewed--------Travel Time .Le /o $ t' v C. £1C41~·1.Sj~ Type of Observations ,(' 1 I D Masonry fi'C/'-f ~ 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 -~.A_U_S.._~....:::...._/ o_l_-_0_~-,~L..LA-.!!jrr~Y°'..J.£l~U..ue....i~~t!....__J_a__:__t ~~!.S~-------- lo/ . . -F."""---~-l=="""""'-------==--=---=----=-e=----"-"'<j,..,._...--.L.->"LL..l!...L:::.----"1--''--=--=..l.--'~____,,,,__,,=------'~"""-"'"'---=AJ-=-_,,$"~/ ~ r/ Report items comply i ~ Report items incomplete D Report items comp! Acknowledgedhy~ ¥-=-:==- Representing .::i/= .2 · Pagej_otL Kleinfelder Representative Print Name F-1 (9/93) ,;, Ill KLEINFELDER Construction Observation Report Project Name Cc..//o. ~ ""Y &_ O JS }J Q Ll--1c.. R<x>n H I/ A( .. Client ~ ~ject No. / 1.3 'iJl Project Location ~ / go Hu-,..'-. I J Kcl Contractor -::i;;c_ S:. Bldg. Permit No. C. Bu 'f -/0 '-{ I Date Y/1<-t /o 4 DFR No. _______ _ Time Arrived O 'JC> O Time Departed oCC O 0 Reviewed by ____________ Date Reviewed _______ _ Travel Time kc./ LJ.!:,. / C/ C.. Type of Observations D Masonry f,e~welding D Bolting D Batch plant D Reinforcement Steel D Pre-Post Tensioned Tendon /ofQ 1 : , • av- D Foundations D Fireproofing D Metal Decking D Concrete D Soil D Other Documents Referenced ____,lf'---+--'t._;::_,)~=-....,,,D"""""-'-/6__,/_----=Q=----,'-/.__,_/;-.L....A.......,f._/1~c....:...v-o_.~veJ _ _,l3'-----'-'¼:,:.:_;A.J'-""--!..S,_ _____ _ Summary (I) · ,~ C.6><13 /lecJ~t cc.. uA.J f.Report itemscompl~ D Reportc'ms ~com~lete Acknowledged by 11 !~1 Q/ Representing :X: C 5 Page j_ of+- F-1 (9/93) --- einfelder Represen~ve Signature ~ ~ /r-tC4:l.:..--- Kleinfelder Representative Print Name " . ,"'\'\.. \' ·.· .CJ1y.of. Carlsbad ·.: '·T · • l·=i!Ot#hh·l·l4·111U·,14hl · ..... BUILDING DEP AATMENT NOTICE OF REOUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans .. ). Plan. Check No. ,-..----,.--,----,----~- Job Address or Legal Description t/ 6~ /lfl!}/i/4F(ltp Ml!tJJ ~ frtJ~ ' . ,/~~!~_,~er {}/uA,v,lt/ ~ti: . Address ~A? /e_v(lled/b1:t? ),u;. e 'ISM I/~ /,.:f/"~\'-·.;~}re hereby notified that in addition to the inspec.tion of construction provided by the L~; \. ·· \tii::;f:tiu}l~ipg D~partm~nt, an _approved Registered Special Inspector is req~ire~ t~ provide \. ""'·· """""1 confmuous mspectlon durmg the performance of the phases of construction md1cated on , · :-,,.,.,,.,~~·"tbe;rbverse side of this sheet. ...... ~..__:_,_:...."'"' The Registered Special Inspector shall be approved by the City of Carlsbad Building Department pri6r to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICB0 are approved as Special Inspectors for the· type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by· .. personnel of the City of Carlsbad building_ <;leP,artment, The inspections, by, a ,.Spi::cjal .. ;\··-\I;mm.ectcir .~ate in addition to\the 1nsp.~cti6ns ··no~'any required l>y ·the .. county Building Code. ' The Special Inspector .is not authorized to inspect and approve any work other than 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 , . , cJ:.iapg~8--. ,The .Speci~l.;Inspector; :is requir~d ,to stibmit writt~n, reports·· to ·the City of ~. :: Carlsbad' b~ildi~g d~p~en.t of ~,1. wprk:!hat. ~e/s4~.inspe~ted an~ appr~v~4. Tli~,:ti,nal · inspection I approval wilf nbt be. given unt,il ;all Special Inspe~tion · rep9~s li?,Ye 1.-be,~l}. -,. • • 'l . " -• . ' •' ~. ~ ' \ •, \ ~ \ l' • • ' .. '} -• • . receiv.ed 1in'.d approved by the City ·of.Carlsbad building. ·departi,nent. ..,_ · ;· ·. " ) . . . , . . ,\' \' ··-~1 ·'t • ... •. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated OJJ. the rever~~ side of this sheet. (over) 1·635 Faraday Avenue• Carlsbl::ld, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 (i) Building Co.unter • (760) 602-2719 • FAX (760) 602-8558 SPECIAL INSPECTION PROGRAM ADDR~SS OR LEGAL DESCRi~TJON: ~ ~'1) ~fl~ (lJ2. {({1,u§~#'(}., . t/~~ PLAN CHECK NUMBER: ____ OWNER'S NAME: {J:;u,/Jn;,1'/ ~if ' I, as the owner, or agent of tha owner (contractors may not employ the spaci•I Inspector), certify that I, or the architect/engtneer of record, will be rasponsJble for employing the special fnspector(s) as required by Unlform·Bulfdlng Coda (UBC) Section 1701.1 for the construction project locate at ea te fsted above, uac Section 108.3.5, Signed_..,___._ _ __., __ ....... ________ _ I, as tha engineer/•rchltect of record, certify that I have prepared the following speelal inspection program as required by UBC Sectton 106.3,5 for the constructfon project located at ,,. -'. ~~slta~,·~M:,,', .. _,. ' •,, ,,, rt~·:Rc~ , ' 1 ' s·1gned _._6NJ!2-~~,.___________ •Clr.1r4'..J;~ ti). 1. List of work req·qlrlna 1pecl1I Inspection: ~~ ..___..,. ~'* . ' ~~~~ D Sona Compliance Prior ta Foundation Inspection · ~ Fl•ld W•ldlng · · · O Structural Concrete O~r 2500 PSI D High Strength Baiting D Pra1tre11ed Concrete O Expansion/Epoxy Anchors D Structural M11onry D Sprayed-On Fireproofing D Designer Specified D Other _____ _ 2. Name(s) of lndlvldual(1) or flffl!(•l re1pon1lbf• for the special Inspections listed above: A. K~t eNf€tfJ6£. 01f S/pl/PIIM,J 114¼ $?JV O/Elpg et tb-1;; . B. c: 3. Dutlea of the spacial Inspectors for the work listed above:. . . . A. W2 . M. ,P a. c. Special ln•pectaf8 •hall ·check In With the City and preaent thllr credentlalt far 11pptD'IIII mJQ beginning work an the Jab •Ila. . SIP'4H7 * 02/09/20PA 09:04 FAX PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, C~lifornia 92128 Tel (858) 487-0311 ~ SCA STRUCTURAL CALCULATIONS Callaway Golf -HQ HVAC Structural Supports 2K4-50 Sheets 1 thru 11 Id] 002/021 Original joist Calculation 405 thru 412 c)-{-lO<-t{ , 02/09/2004 09:04 FAX t\ ,. ~ ,. ' ._., __ ,._ I t6?.Jl.dr· t4'? ~A-tJ~.I P-'!et. ailt' + SCA ~ 003/021 PRIM t:. Job: 1,{Uf:-~CJ STRUCTURAL Date: "2-'0--;/ ENGlriEERS sht: L M,1~ ~rA->~ tk1f1" (.A)f ~1 63)..J i I f···- . : E· ! ~ ~ Jf ~ -,~"' ,t~:;{4:~-' ~·Jr , 'I ! ' ' ' • • • • ·• I • • " f •• ••~ • • • '\ ' ............. I ' -- ' ' ' I :a.~·~lwf I I I I 1 : p'~p;. e I GA:, .~.p6,,t/. , , 1 1· , , I l I l \ I I ..1 ! I 02/09/2004 09:04 FAX + SCA ~ 004/021 ... -. > • ;~ .;leJe,.r ref /1tJ't~f~.,,1 />I~ ~. ¢,Ny' PR ~ME Job: ~ ·i~ smuc1eRAL Date:~ -~~~ENGINEERSsht -:i< .• ! M1 : . . --- ~c¼!Ff• ~,~~-4~Jc,·,d . -r fl' ,/, "?'·1/( (_ ~~ i> f ,),I.)' -sg ~,<-4,,_, ~~- tt~ '?f c;./((;1(.,,a r~ 'lt.1!?7/" I j < . ' rJp.J: //'J-.~ r»i-1~t-l, r;_:.? I t rtv ....,' t!)(C- t1 Il,,. :~ ~7-~I) TI:. v6,_ tJ"f> LV < ~-(,"fl" e.:. IJ ,((),- I : ' i i I I . -· -· .. -· ~ I i ' I I 02/08/2004 08:05 FAX s3B s3B slpl2v!sGb4i48fBEAM ANALYSIS PROGRAN;lp9vls0b414BT Sf'AN LENGTH= 8,M .ft !Simple Span·) PDlNT ~DADS !k & ft) Pd Pl Y. 0,632 0,000 4.0~ R~ACT!ONS (k) LOAD LErl Dead 0,316 Live 0.000 T(lta\ 0.316 NAXIMUM FORGES V 111.it " 0.31b k ~ Vd m~x = 0.31& k @ M 1m = 1.254 Ht! Md ,na~ ~ 1.2&4 Ut i! OEFLECTl DNS iF.T = ki n"2l LOAD Def.I (in) Total ! 1649/E: Live 0/El ~ead 11649/EI Pos. Mo~ent ~u = 4,00 ft Bra~e Spa,ing ; 4,00 ft, RIGHT 0.316 0.000 0. 316 ' 0,0(1 it o. 00 ft 4,00 It , n' .. ,I, X ( ft) 4.06 o, (10 midspan Gov. Defledio~ : Tohl = L/2'40 Req;,;ireu El = '2'3123 kir.'·2 <ix 6 #2sOe Actual : 3, 5" x 5, 5" o~sign per l 9Ji NOS Douglas fir-Larch .STRESSES ( ps: i Shear 9 'd' : ,v = 0,32 k ~ o. 46 ft JF,, " B6 r,, .• 25 Fb' = 1418 fb : 850 2~ '.'. ~ l ~- Live I OF = l.1~1 (;t = J.30 1 Cl :: 1.00 t Governed by Oe-'id t,nr ~ 0, 9Q DEtlEnIONS !in) (E " 1600 k~1 i ic~al = 0,:5 = L / 640 38 7. Liv~ a 0,00 = L / r•• 0 Z Dead • o. 15 sOB02"18/,14 2K4·50 + SCA (6, 60) s0p10. OOh l 2v0s0h 3T ~ 005/021 I'. .. -J b ~,,. I ,..{;I) P R H\ ct::; 0 : 2!::1-- S TRUCiV RAL oatc: -~ ENGINEERS snt .• ~ .. h ~- ~~ l.oe.Cf&: LC 1. ROOF OL+LL Results for LC 1. ROOF DL ... LL Alt~-t,..& 1Hrr) , ~ . /otf-1 -< /2..r? ) ( ) -µ~~ ~~ M.l,)JJ. Jbryf ~C;j ~-'~' -~" f:'.?5°'t.'~~ f :=:.f;:-: c:.r rn '-q -p t~] t~ ·i rT~ ;=::! ... rn ·-;;o ~ ~~ ,-- {.') 0 c.... ::J" ID & -=+ilt C> l'v '-C> CD '-l'v 0 0 ,.,. 0 CD 0 t11 "Tl ::,. X ,I, v., C") ::,. B 0 0 en '-0 l'v POOR QUALITY ORIGINAL S 02/09/2004 09:05 FAX Company Prime Structural Engineers Designer . Job Number: Joint Coordinates Joint Label N1 Ill II , ,N2i: N3 N4,!· N6 '' ':N7· N8 '!• N-~:o "' '' N11 N,t2 ' ,, ,, N14 + SCA \f'I " " ' -·- r· ,,:; '\ /J, .. , ltJ007/021 February 8, 2004 2:35 PM Checked By: __ !. • I .. _ I. ,, :, •'•. ~B~o~u~n~d~a~ry~C_o_n_d_ft_fu_n_s~--------·-----------------~---- Joint Label X Translation Y Translation 1 ,tat,on N36 Re~tion Re:~~ion '~~~ad~, .. : N3'8 "r--.·,; : ~: II 11:1:: :: I Reac'"I. 'tlo:' 'Pl,',,· ...... 11.. • ,t ud I c,_____:,•;....• c.:..;:;.;;....;;.'';....' ----"-'----~---..:...;,.:;,,,;;;,;.;='""-''.....i...;~---·· ' " ' ' Basic Load Case Data BLC No. 1111 ,,..... ,. ,lll j1DII I 1 11 Jo,'nt Loads/Enforced Displacements, CategofX..i_ None, BLC 1 : ROOF DL Joint Label (L]oad,[M]ass,or, Direct,c•, N20 · D is laoem"'e'""nt'---.-----L • y f-----,l"IY,,~~. I •H II ,i, :i' r.1'1 ·:::•: I 1111 L ',',",;:: ii~ ii1•1 r I I'• 111'I n, V ;;'l:i:: 1'i::1u!!, , .,., ,,., 'HIii" ,1,.,, ,1111111111• If• Re.actions, By Combination LC Joint Label X Force (k) Y Force. (kl Ma9niluda (k, k·ft in, ret1.,. k•sA2/ft -.632 Moment (k-ft) ======;;;;;;;;;;--=====;:==~---===:=..;· =-~====-====-==========--====== RISA-2D Version 5.5b [\\Server\server-d\dWgs98&2r .. -2:JJ4\2K4-50\RISA\30KTRUSS.r2d) Page 1 02/09/2004 09:05 FAX Company . Prime Structural Engineers Designer : Job l'l~mber: Reactions, By Combination,. (continued) LC Joint Labi;I X. Force Y Force .. . .J/5.L ___ --"!(k::.,..'l_ 1 N·as--o s,ss1 Moment __ ___,1.,_,__k-=ft) 0 ·, • 1···:"'::•·, N38i:l::i: .. .. ::0. 5::6:1:5 I" 0:1r:;==r] 1 Totals: 0 11.172 1 ~ ..... --~~~---+--,.,....,..~~...;-.....,;-.~-·, .1 COG (ft): X: 16.113 Y: L. • .) r :,__; Member Section Forces, By Combination · LC Member Lebal Section Axial Sr ··,;r Moment 1 .. " ....... . " " "' --.,---,---,-----'(~kl __ -,--_(• -· -.. (k.-ft) Mf··-··· 1 15.275 .:L 5 .144 ,, I "'' I 1111 : :i2· · · .:,:. ··1s:21s ...... ~ ~~ ::~moa nt· 3 15.275 .1'5 -.101 '1.:·~ :·' ;0:15:2'"7,5: :·, ' :ri:,s-·. · :,:r, :::._'133·_ t----i-'----'-------+'-'"-5-:::---15.275 -, 1 'S -.106 1, : !!11, M2 1 • 1 1l,l 11 :1 1 1:5.37;?1~1 :: I .:1 /~~ :·::1! !H,!l, .0~6 ··1:i: 2 15.372 ! .'.·5 I· -.092 1-----,..1,,1--,,.,-,-', --"""'""'",,,-.. --,.,,.,.,::,...: ,...:_f--'="3::~-·····-1·5_372:·. ;::;· . : .(,. :r· :-: ;!:'.:,-J··'""39=-,-,-i:-l!·l 4 1s.3n -<~s· -.127 --•l"'."i,'° --s;,, 15.3i2: ::: I I •','d ;5 •--,°'•,-; i1 1-10:5ij··IJ,:fl 1 20.615 _; -3 .01 " I 1 M3 2::· . 20.615 . ::::· ... : .. ". 3 ·::+::1:~8ii:i' I,.,,,,', ' ,, 3 20.615 .t-J--.162 t----1----"-,-, --':,'--::,-· _,-1--,:-.A•....,.:'1.,..,: -. """'2""'0~6;'5"l"' .. "'1Tj :~:-:-;:-.. ,;7-.·,:,::..::~, !J::·,0·,:,"!',.,- ··"· nu , 1 1 ,f 11!1,,1111, ,. flj,J 1 1 !:111 5 24.318 -.102 ' 1. MS ::1,: .. ,,. c·. a:::.. 24_35s:·:: ··1i1.' "' .. : -.15 ,..,_..::;3 ___ :::::;:6::.,•..:..4 "'..:..;• 5~.-~____:,;J 1 1111111 ,11 , -"','it"11"1rn · 4 , · 6 111 f-----11--J"J"-" _ __,:_.__:: _.,---,-!'''"-''I l..c.:l 1:"-": '..:--': '--"'c.:....' _,,..___,;..;.:.;:, '-',.)4.,_'·1:...:::5 ... ·H,J..:., ! "-1.~ I 1---_____:" . 5 26,4i 5 f--,-----,,----'----=--.,,---..... :r, .. J1lf ll'IJJ II II J" "" " "' -., :. 1·1!·1· ... !:::. .. !1-MB :. :!ii: ~ 111•~ 111111111:!.26~4~2 111 .:l'!t:!,~.!.l · · -,.102 I ' ''""'"'8~' 1 l1IH,li.!1 j,1!.i,: I 4 26.432 -. , ' · ___ i .. -.169 I : ;;;:f1ff:IT.: -.19,7 l:, ; iii ! -.165 ':,~ 11 I: 1: j I II i1i' I I •:r-;--~ ml 5' 11• • ,I 1111 l()a .. :32 • jj: In I ,~:•:•;;-';"7"..:. ~ • 11111 ti I 11 In 1 1I I 11)> II J1111 llU ~ ! t ! ::,: II i lll f1ll: ::L !ff IJ I jji j11 /, Ill!,-!~ !::'-'I 'i.i'!Ui073:'ifii: :, 1 M9 1 26.898 ,;:34 ____ ! -,061 ii/I 1 1!'1i 11 .,2:::. 26~8&8ilii!i:III I .~ ~4; ·:::f::::it, •,1,63 1111 3 26.888 ,ci::T I -.205 Jl,llhljll •• , ,11• II I i:i~:"ir"0 :::·: ::·1 :11 4.i1 .. I ··12s;1s·9aU!·: .. _.'~i :;::~: ~t~ . ·!:·:i!1i::J,,, l'll!1B7_ ·::1: . 5 26.898 -.: ft-· ! -.108 ,_____, __ , ---. -·----,-.... ,..,...,;~-.---l 1 '! 11•!, j! : ,: ( I[ I r~,'ft:.4 /".'11111'1 II 10,., ', :', 11,!1 '1 : :: l ! ! ~:~Q~ 086 •:, 1111 li•I 11111 •'i(.J1 j 11 .'11 J 11::"\P. l"I '" "' •1 " ,1111·,,v,,t,IU,,,1,." , ~,JJ 1 , , 1.1:••1111.•.:;;.. , ,11,1111 ::co , 2 26.886 . .0T1--:193 : ::::·"'"', .. --.. =,·:·,--· ...,..,, ..... 1 .. --,-1-.-.s""'11'""11llrl, -.-'=",.,5·"e· ar., .. , .... ·1 ( 0 :· ':;::!Ir.::: ... "'20" "I ._____. __ __,,~ .. ---"='' '---'--'-'~' _,,_1111~1 ~'~'' ~L=-'-'. '--" ~I 1:ui: :1~~ :, ,·. -. _J...::=_ I I .. !!\II!!~ ·-. /rt I::: ,. SCA I f')J 9 -~Pf ~ 008/021 February 8, 2004 2:35 PM Checked By: __ RISA-2D Version 5.5b [\\Server\server --0\dwgs99&2 f~w ,.;;;;J4;;;u\2~Ko::4=-5==0=\R:::l:::;S=A-\3_0;;;K;;;TR-. U-s•s•_izr2=d=] ====;;;;;;;;;P;;aag•e•2- . 02/09/2004 09:05 FAX . Company Prime Structural Engineers Designer : Job Number: Member Section Forces 8 Combinati n continued LC Member Label Section Axial Shear Moment ~------------:--·· ... _ _ill ___ . "' ···-(k, -·· lk-ft) 4 26.886 -.15"9 1 -.155 h-.----."""-'----------.,..., ...,.;-=_5-+--......,:2s:sse: · ,:· --.:-.::as · i -.0ft6,!: ... : ,, ,,, M11 1 24.74 .229 . -.078 :.2· 24.74 ·~:.09. -.·162:!.:, I 3 24.74 -011 •.187 i---+-.,-,:---~--...,..,,4,----t------=:2-:-:4,f4"' ,::-::'l:3-1. 1 -.152,!". -- ~::: l ' l M12 I J 11111 11 I oul I," 'lo 5 24,/4 -.251 I •,057 I 1 24:701· 'I,' .202 ·-, ,, -.106 ' " 23 24.701 . -~s~. _ _ .-.111818 ··I· 24'17.D1 : :, 1 ", l13t·, : ;,,,~ . 4 24.701 -, 1tc ·,138 I s:!· _.: · :2411-01 ::.:.-. --~:fn .·.::.:.029 i---:1,........o..;;.! __ _,_;_M;...,1;.;:3;___ ___ '""'1,-,--,--..,.2'-'0~. 9,-'-6-=-2_• .... ·-;-:: _.::'. 13 -. 075 ,,l ::11.:, 111: ':::: I u 1 ,;11 121:,·1 :,:1:::e0,962 :::: .. :;0$.J.,....:...__J ,11l~~~:s1 II '111 II I l" • II 111111 I ,,1, .. 111,,11 ,,., ''" I 3 20.962 -.02i -.167 5 20,962 •.267 _I -.02 1-1 ,""",1"'"',.1-:-i:·,-i,1:-.-~-M:-7'7'14-,--,-r---,,t-:,,..,.(,:7~:--1 201902:.:.:•. .:;::::.i.86:· · •i, -.09.7!Tlir" 2 20,902 .066 -.161 1----1-)-.,-,,,-., ---,---,-1.,i--'=""""3 20)902/ '3/: II '· •• 9.§.i ...... :l•i•: ,-,164: /1 1/I 4 20.902 -.174 -.107 ,'.'l ... ,:, ,: ,' :. ··-.. 5,,:: :" .. '20:9,02 ·: ::,;:· -,294 ,.l!!,-~O1 1 M15 1 15.564 204 -.056. :::::. , .. ::2·; .. , , · '15.564 ;·.-::,,:OB4 ·,.. ,,;~:.28,',i, 3 15.564 -.036 -.14 : .. !/1!4: .. 15,564::IL ' ·;~:1:56, ';T. :I -.0.92111!1 :!'! 5 15.564 -,276 .016 ~;.. , M,e l 1 1s-;,1ss11:·: •. · • .. ,1-14 ... -10a "'' h",.,.., 11 ..,..''-+'' ,..,.· ...,..a------,c----;--=-2--ir--:1c-::f'.5:466 .. , '" I -~.r;Oo ---· -:135 ""'1 p;'' .... '"-"-'-t-="'=',1',='',=·--'.~,,.'~. ,1 I 3,,::,',' 1;S~;466i :::J:!!: •,'1"2f:_. ___ ~! ,;•.101"7 4 15.'166 •,24G -· -.008 I 1----t--,1,'"""· .,..,., :-. :-:, ....,.., ; -.. -: --;;l "-, --.!--.1 1'ii!:T',:' ·, · :: ·: ~:5 A 66 · , : :: '·-~ ::\66 : · ;, · ~45: " , I 1 -4.814 ~011 ~.027 i 1 I M17 2 -4.8·14,,:;.,:.. . ·.'.·,o~ff~.:. : .. ' -.035.::1,:,::1 3 . ~.814 ! .01'1 ----.044 ' '' '" •< I I "8 4 ,, "'' •-[ ---'h 1111 '053 ' ' ·1:iul 11,,.· ,, •• :.1,,1,•1,', ,',',,",,':,, ·,:1,11 ,::,4:;:: I •• •• 1~:1;_1)'A1,1 :1· ,•lllHII ',\11 ~ , ,,... I I ~---!'"'--'--"'-''---.i.:..;:..:.;....:..:_~--f-----!_,,,__.'-"':""1.....:.;..,;...:._~,lll..__;I '.C'-~""-'-'I_:..:__ -I ]' (_ 11 I ! 5 -4.814 .0·11 -.061 : 1 .. ::'°M18 :: • ;,! '· ! 1 4,381, .. !'ii::, .':·;~ .. Q,1 [i:'7 , , -063:·::·:: ,l: 'I 2 4.381 ·.O'i 5 -:07.'1 ' , I I .. i' ~.;::::;:, ... 3~fh: q ,: :4:3B,~:t' ·:11 //~: .... 'Q,15 ,'.• /ll~l ,,.!J'059 1/il 4 4.381 . -.0·15 -.047 I '"' •• 11,, IDII ~:: !! ·1 :: , •• :,:,.l:lli,15:: . ~: ::::·4·,3a1 1 :::::.i~: .. o~-~:;:· , 1,1:1~~·~~11:~: I "' 1'" ' II l'J "'M19 1 ,, 1 I -3.727 '"""'~:01'1''" . \ !' -~~""""' II ::I:;· 2,iil 11 ... a:~:Z2:71r'l¥.'1 ii -~o~:; '•:,;::' 1 .,·092 : ;,: f-----1---'-----~~-::3--3.727 .:01"1 1 ··· .:oa3 , ,11 ,11i!I 111,:ii"',1111 i,11' ' ·,, iA 3 72--~···01 . l'l:'75 '" 1-' ,_: ..e..11 ~· _,11':c,..:.: :1..,,,,: :'=I::.,_., """'I!,"-'-,::_" _,.;.;.'! :_-4• _'!'_'!'At-=-',_' -+--" ·-·~-=' -':::\ :-°:: /,,I::,: 0 I I::• :·~-;,' ', 1.:_i}...:_ : ,r, ~:1\!/,:,, !:: : ,: 5 -:,.727 I -.0·11 -.067 I ' '1 '',1", •11 ' M'" ~o·:·· .:,::· · ·::,::-fi::":11,1u,.: .•• ::;3Hf1;4 II :::1··,·,','1',' -o, .. io/ _____ ::i:1 ,i..,Q87---, j"--'-'~.;u__---'=.;c..&.;;;....._ __ -';-'-''"'-!···::;f"t! .. ,cw,,ol...,,..,,_,,.,-"',"-'ii' ,"-'-;'''-,• ,. • V ·,-.',,-'' '"'-'''"'-"•~,c,----; ! -i-'-~~-,-----+--..,,.2~-t----'-·3;,.;,,..;..14..,..,-,..,..,,.,""".+-: _,, ~:·5o7----.082 I ~;.~·;" nu:· · ·~1 ,· :1~ "3 •::. ·. 3lt4·i~:lii'ii:i: .: ,:~oov .. :: ... :\: -~Oi7i6!~::1·i1 .. -+ SCA ~ 009/021 February a. 2004 2:35 PM Checked By:_ =--===~~===---========== ... ====::;;;;;;=----=======aai--RISA-2D Version 5.5b [\\Server\server-d\dwgs99e,2.ks\2OO4\2K4-5O\RISA\3OKTRUSS.r2d] Page3 02/09/2004 09:05 FAX .. Company Prime Structural Engineers Designer : Job Number; Member Section Forces. By Combination, (cq_ntinu_edJ LC Member Label Section Axi!ll Shear Moment ~~-----,--....,..-'~-;---:--.----:-"7.'lkl, --"-(k'!-'> -,-''~~-_,/..,_lk-~ft)..____,_ 1 : ', , M22, .. '.:, 1 .. . 1.9·{ f" ·· .. -:004· _ · , .,,, -.098!: ! 2 ! 1.913 -.QQil . •.095 3_: ', 1:9.13 '-;QQi-4-__._l.._11-'--: ---'-.o,-C9~2:,,_: .,_: -'( 4 ! 1.913 -.004 -.089 .s:1,.·l·l. 1.913. -rn041 -1. ·\::":..oee.-. 3 •1,273 -.005 I • •, 103 --,J~--;~--,4!,::::,j, -1.273: -\006', ,,.:•,: \~!0:99 ! 1, , :M24 5 -1.273 I •,QQ5 -.095 :: .. ,i~.>:i· ', .691 :: -··, ---' __ ~00=-=2...,.._:-, -+---;-;, =1;,;7,;rt.;0=-:,3;-.---1 f--+-'---'-----,-----''---:-:t-~2 ___ .-::-::6~1 .... ·-· -.002 -.102 · I O O 3 69A oor I l ll 11''' • .... -ri 'i1,,: !l o :,:. :': 1: -. /_ 11 :,~ol ::, ::,:',!!! 1 M25 1 __ ..... .-.027 -,002 .. -.19.L_ 1---''--i-, .-, -,--..,......;""::.=:;-=-·. :-· ,-:_:;-:;::,-: --,!-.,2-==1-1 ,-+: .. 1:f;-::l-'.::027 , :::: ... ~·002,. ::1:.;;,; 1fi ~.1 OV.!! 1. "' ,, 11 3. -.027 -.002 I -.105 -:0.02'::::· -. :,::·::::'{1,104': 5 ........ -.027 -.002 : . -:J.92 l--',:'"'·j,;...,l-+T-:--,-,:-,1:M:-:=26=----,-,;...-:l!:-::-::::7:1'.-::i::.,.:,:1·;: • -1.327.:' 1:: .I .006: :,, .. I . '."i~.i@:e:~ 4 -1.327 ... Cl06 -.111 • '"" i:; •• ~ "27, 1 , f ·:.:·.-0106 -.1~. :,"1,':,:,:,',··.:r I II I \J :1!.~111:;,..: I ,.1111,i., • I /1111 II"' 3 1.991 .006 -.092 1:. 0\11::"~-n1: Ji: 1.99:111 :. I ;OG_e '.!l':i: ir 1·:1 !;7~09,7_ I: 1-.:--:~---r-rr,=-:----r---t----::5-1 1,991 . 006 -.1 01 .:•:1:,.:: • "M:2s: 1 , -~ .. :!:~2:.!5:72 . • :;::;1: .. :0.09 :::·Ji.: .. -.oa!4;, r::·· 2 -2.572 1----.----'--,--.. -.. -.~-;---, .. ;~f:'·j::r, :.2,;:..:-,z. IJo!l:II I 111'11 IIIUh 111n r,'lt,,il I .009 I..,. .:..091 I' Jli09 :: : . : :::!I!: I :.-!,098~1: 5 . 3.213 . .007 I -.089 J ~"i,, ·1: :::1 ~::1:::M3G. ..::11 ._, -~., .... ::ll:ii1.:.'a~:8 :' ':":H!T:::::0:'i 1 ::·d , ·'-.061.i·:2 f---'-1--.--__ ......:M..;:.:.3;;;_1;__,..,....,,.,, , .. ,.. ·-1 .::t~1,::,11 '2, . 4.455 . .016 -.035 i I 11:!4::~551'.rn~::i;:;ii~•, •J•,01f6• "l'!::•a I II :II !!ijJaf4iV. ~.:~itn 1'1111 Ill 111111'' ttll ,111 lltrl Ill 1,11 ,., •". 5 4.455 , ,016 I -.084 . :. : M32 ...... -:, "" . ,f' ,,,:, · '1.!:'.~i<HEf.86 '': ·: , · :.::., :.~.:011 ";: :,,1 i~.'©'62~·:T::TI: ..-11----,--...,.,---,:77.""-::-::,,•, 2 -4.886 -.Q_fi l ~.053 ~- :11111 ~. • 11r:·:' 111~q1 :?n:~r::i.··~ ·· :: .-4.eae:::,::·. :::. -~.nn 1:::11:. ·i::::::~::L:~t045!! · 4 -4. 886;..• ---1-~·.;..· 0~1_1_-m-! --·=· 0..:;,36=-=-~ .~;~·:;!! ! .: : ! ~: d !':;,; ! ... : ':!: !!i:5~: l'il ! !l!; j:1 --4, 686: : :::! :'~~f.)j_ '--1 ,_.: .--"-: ;;j'-'J''-'-! :,-..,....:..._0=2iic:...i.;..., ':_::!::_,"' . M47 ~--1 .........+-----·3_9 ____ ,J·~,,,·::'·.,'.·,'·.:,·,0o_._5J9.?/ ·,, i . •· \~~ i,:li :11:: ·:II :;"I:· 11111 nu I 11 Ii.ti ii~,·!·. I 1,1 •r • ,: :~::i_'l:1 !{!': :i;:: :::: I ": l)G9 .: I . -.. --·~::,I:=:!:~, ~+!0~· 5=~~~ ~:: r~ll'l_,l 1 I + SCA RISA-20 Version 5.5b [\\Server\server-o\dwgs991~2ks\2004\2K4-50\RISA\30KTRUSS.r2d] Ill 010/021 February 8, 2004 2:35 F'M Checked By: __ Page4 02/09/2004 09:05 FAX Company : Prime Structural Engineers Designer . Job Number: Member Section Forces, B,,X Combination, {continued) LC Member Label Section Axit'sl Shi,ar Moment -~-,----.---''i-'-!kl ___ ___.,rr:: ----~~-ft) .39 -.087 .oo·s -i -...,.--...,.....-,-7'-=-= --1------'----'---'!'---:::-,--i--c--:..;;c'3-:'-9----'----'--..:;;.:··Q..97 :·'.: .064 .39 ---,097 .122 -'--'--+---__,...,...-=----+---:--i----.4...,.,5::--4:-----, , , I ~:·059 :;: . -. 06~ ·~"'-"-'--------,---+--::--1"--.4:-:,5--:-4-~---"',:-::059-'-'--.029 .454 · . · . ·-.059,: ;, -~_-=-00=5=----I r ...... ----·· .... ., :· " ~ " ' t:' I ;J l;...1_ ,M~8 " ' ,1 -·--2 3 I .i !' 5 •J : 1 M49 1 l,,, 1111 ,1•• : ?~· ' .. i-,----+-.,..--,......,---c----~---:::--t--···· ,...!..1-=-54_,__~---'-·.C~15L ii . . 041 I· .454 · ,\:.: ~.ODQ_:L": ·.076 -~ I .456 -.038 -.042 · · ·1· ·-· ., r.; , . -I ~--.--, 1 •• :4.iG : -.0~8 ,,, ":::;: :;~.(:)'1~:~ 1 3 .456 .::.o3s 1 .003 . ------...,.,-,,:-:: ...,.,..,.:,,.,..·:t--·4:".-7'; ,':.456. .::_03e ... · ·:· .02s ','\"9_ .45o ' I . -.038 ,~ .049 ~1--+---M-5--0-·:,-.----1 :·: • t .452:·: ,:.::,::: .. :,:· -,016::: -.;_.;. 0'""1.;:,.e___,: !-i 2 .452 -.016 ~.008 ,--....,··----'-----:t,-:r..,..,.,-c--3-----:1,... __ --:4'""'5:-c:2.,,..:;,""'!::;= .. :: ... i : ....... :JrTTiF0·1e;::::: , ,.0.01 · !i. 4 .452 -.016 .011 1----:---r-~·"'"'"~~ .,.,_ i--,--+-----,-+=---'---;¥-\--=-l __ ·"""··_· ..;;~~~·s:.: .. ·.j:-i :1;~:::·~:;a~e:,t:: :.:.;-. i:.02~· .1· 1 M51 1 : 1.049 .6-:.1--.012 11 I I II I 111111 Ill 1 111 I 1. P ,, ·:: •:, L !·, .. : ~:,'~)49 :,}5/1: ,; ·.::,:.,: ... , :'lQGJS: :, ~~ i 1.049 .0' 1 -,001 I :11111I II I I 1111 "''"'I'"'"''' I r tut ':: ... : 1 . 4!L:r jt~n.1@'-19 .o~ 1: : .1!:::·!tq:i~.:0os ::, : .-..... M52i'", I 5 1.049 . .011 -.014 i'D .451.:,,,,\:,. : ::·:.039, · '.043 ·•· 2 .452 ! .o::,g _ .02 ',:,l, '.'-l 1. ·., ·"'5) :· ,,; "· ... "0': .~-003 , 1-----1:--------,----'-:-----,~~,'¼-.-, , • II lll • , 1 ~-,:;I'!!!.. :;-•, I a .45.· .o::. ,I -.026 -> SCA ll!011/021 February 8, 2004 2:35 PM Checked By:_ r,o·· -1,,1-,~ .• PRIMEJob: ~ STRIJCTll~i~1 0~.te:--1!i $1'~. _, ENGltfrERS Sht: -t- Page5 , 02/09/2004 09:05 FAX ,, Company Prime Stru,;;tural Engineers Designer . JobNumber: , SCA lit) 012/021 February 8, 2004 2:35 PM Checked By: __ ======ra-=================--===========-=;;;a===========-a::i== Member Section Forces, B}!'. Combination, (cantiri:1ed) LC Member Label Sec!io11 ,t,_v,ial SJ't(,~r · Moment ;----,-,--------. ,r-.-.. -=5.,,...· :.i, --~~~-:· I· ... -'.~~~ ·-_-+---~--: .. -~.-.::,..;i.:....C7 _ _,,·. h-~.... . -I 1 _ __;,M.:.:..5;;;..;9;.._.,.,-----1-I 10.732 I .48.J .19 . !"'' ... "' •2 . , :: '. 1:0:] 32: .293 _ _ c ... -.1oe ----'---,---,-3_,_! _1:-0-0. 732 . 'i1 -4 4 . : 10.732 ·.0(;.~ .. ...I ... -.267 1 ... .. ~ 1 I I 1 I: :.. I~ 11111 I t.1,, '. .. M60, .. ; 5. ! 10.732 -.2C3 ,1, ,::/ · .. '1'.0.377.. "ji- 2 10 .. 377 .133 3 10.377 · ·:_038::: . 4 10.377 -.212-----,,.j--.s-',-:~r::-1.17 o.377 -.3d- M61 1 -12.327 I -.07 4- 11 ":~ 1 ••• :1:2 ·i: -1:2:.32:?i:" .. :··;.:·-.-cf1~r ----.--:c.,.:i_ -12.i27 -.o,L.- 4::. i~:f27 ·;::· -,.C:,4i_ i 5 ( -12.327 -.0~·4 M6~i:,::: · ;,. ,!J ,:; ;;" 0't:,853::, :•:::, ,Q"j I I 2 l 4.853 .01 j-• I -:-!2'84:: -.16 , .. , ... .023 II -.138 --.17.3 .,I..._ -,083 ' ,1,3·3;, ., ,. I -.182 -,I, -.127 -.072 •--.. :· .. , 'Q'j'8" I I : ~~ i: r~ I I -,037 --, .043 U I [I~ 11]1 .036 I :b I .. :4.B"53 '•, .01 • .: .. II:: !1 ,!, ~02:g;;:: ,, . ,1 ,'! ·I 4 I 4.853 .0: 1 --:,,------, .... 5 I: •4:$53:l', -'.'~.';:;5:f ,--r-+./,,-M63 I .. J .... I .657-.OE2- , ,, "' . 2 ;,;, ,li .657 " ")58 '.I_ " ''I •••,•1: ~I: Ip• 111 lhl' ~ I :·~ I ~ I ,: 111 I ' ' ____ :3 ___ ~.657 .0§2_ .. :~r : ri ::·:-:·: 1ffoo/:.: :. . !.:: : .. : :.:OB?.,_ __ :!l 5 .667 ~ .08..: M64 · .. ·,, 1.i i .~12.005:,-: .022::::·- -===========--=======-=-==~==-===i-Prr:l \Z'~ ,_:· I .022 .016 .. ~ " I .064 . •,::·.:· ·: .00.h:::.',- -.061 ...::124'· IIIU ... ,, .. -•.186 --: , .. ,, .. -107.::: ',, •, 1 .. I ! -.161 ·, • : 1 :: 1 r;:.n;:s,~ :: , :::, ·- ! .133 _r.:::: .. 084 , I ~.174 I I '..:1391 .. ,~ -I .021 /0. eJ.>l ,- 1~ ,.,-> RISA-2D Version 5.5b [\\Serverl.server-d\dwgs99&2ks\. .o,J 2K4-50\RISA\30KTRUS5.r2d] Page6 02/09/2004 09:08 FAX Company : Prime Structural Engineers Designer . Job Number: ? SCA ll) 013/021 February 8, 2004 2:35 PM Checked By: __ Member Section Forces, By Combination, CP:.9ntin'..f ;;;.e,_d;.;.J"""""' ________________ _ LC Member Label Section .. ---- ! 2 3, 4 I " 5 1 '! 1. M57A ... 1 ' I I l 2 ·--3 '' 4 .-; :·;· -5 i n -~' 1:, ... , .. ,. .• M58A ' 1. } I 2 1 -~ 1-~-,; ' 4 .... -. ' 5 ' ,, ,, :1 1 M59A ., ~, .. - ' 1111 ' ,, •• ,1,,11 'I ... :.:2::.:. 3 .. _,,. " ,, I :::.i•4:· " ,, :'. 5 Axial (k) -26:879 .. -~26.879 .. -26.879 1.26.879 -26.027 -26.027 -26.027 !26.027 -26.027 -23.038 ·23,038 -23i'038' · -23.038' -23i038:: -18.446 :.!16:446 1 -18.446 :~18.446 -- ·18.446 _ .. -. : S~,ear -· ,004 l -1'5.l ,004 I -.oo;,--! ":o~ "'.;-~ ----.0 j::, I .. -:o-:E~ ' -.015 I Moment (k-lt} -.1.55 ',i,•, 1159 -.l63 i:-.,167 -.184 ;,,:,-.169 -.154 •. :015 --7}!\:!":1~3~ • --,-• • •• 1111, -.015 ; -.125 •)024 ,, :;-:1-85- -.024_ --~ -,16 -.024. ,-.136 "· -.024 -.112 -.02·~-,, .. -,oa1i:ujJ!11 -.o':3r·--.174 .: -.02 l •. :1: \~I -~ I '":,r43 -.031 -.112 ::::·:.:;:o"31-·. i ·:; l :!.t-tl08'1 -.031 T -.049 ,. ?1!!:£.P '1 -' ..... If: P-R· I ?-, :; -:: ,lr•b: (\_,, .. -· ,.. . . . ( 2,.r,·•/,; ~-vi!·~·.', .. 1: :i:,!J~:.:r~ ' .. ,,.,. '•\'''' ~.:;,, ,'•: I\ JI: • •/•I:,.• •t; C:' ,,: •• t.-,c~~i_.·,;.;,.t.1!.•11>1 .. 1..l\., vl,L _JJ__ RISA-2D Version 5,5b f\\Server\server-d\dwgs99&2ks'~~004\2K4-50\RISA\30K1RUSS.r2d] Page7 02/09/2004 09:06 FAX STRESS ANALYSIS: 30KA240/~8 ,J2 1 J ~iJ- 8N00075·-08 CALLAWAY G F BASE LENGTH 43-ll / BC PANLS LE= TC P.ANLS LE= FIRST HALF LE.: FIRST· DIAG LE= PEPTHS LE:;; WORKING LENGTH 43-7 DEP";"'H 30 s-0 3-0 0-11 5-ll 30.000 3/4 1/2 1/2 9 BC l?l.!'J'ELS h:;· ,,. --0 END STRUT TILTED SPEClAL 1ST COMP CENTERLINE~ 30. 000·.,. MULTIPLE LOADING: DL + LL -> SCA ....... EFF DEPTH 28.5 RE= s-0 RE= 3-0 RE= 0-11 RE=-5-11 RE= 30.000 Id) 014/021 RUN ON 5-28-98 3/4 1/2 1/2 FT LOAD OF 1, 00CY LBS AT PANEL PT 11 2 l . 9 6 ' LE .--21 . 9 6 1 RE EXTRA SHEAA ADDED TO EACH WEB= 5(}0 .., UNIFORM TC LOAD"" 240 / UNIFORM BC LO:,D= 0 REACTIONS Rl= +5,730.00 R2= +5,730.0C ~IN SHR= 1,432.50 ----------~--STRESS JI.NALYSIS ------------- NO MBM TC F BC F SHEAR :•;i:-~B F CSC WEB L 64.62 1 W2 -10,953 0 5,382 1~,338 2.267 TILTED END STRUT VlS -10,386 2 W3 -10, 386 3 W4 -15,730 4 WS -15,730 5. W6 --21,423 W7 -21,423 wa -25,499 8 W9 -25,499 9 WlO ·27,958 10 Wll -27,958 11 Wll -27,958 12 WlO -27,958 13 W9 -25,499 1.4 we -2s, ~99 15 W7 -21,423 16 W6 -21,423 l 7 WS -15 I 7 3 Q 18 W4 -15,730 l9 W3 ~10,386 rILTED END STRUT VlS -10,953 20 W2 -10,953 SE SQ END Vl END l?NL V2 INTERIOR 0 12,278 12,278 18,77C.: 18,779 23,663 23,663 26,930 26,93C 28,581 28,581 26,930 26,93(1 23,663 23,663 18,779 18,779 l~,278 12,27B 12,278 0 -----STD TC COMPRESSION; -27,958.33 695 4,687 4,100 3,620 3,J.40 2,660 2,180 1,700 l,220 740 -740 -1,220 -l,700 -2 / :t,80 -2,660 -3,140 --3,6.2() -4,100 -4,687 695 -5,382 VERTICJi.LS 5,730 695 ,1so MAX INT TC PANEL LENGTH; 24.00 -896 -S,593 6.013 '~> / 3 8 6 4,758 -•i I 131 ),503 -2,876 2,248 <., 872 -1,872 :?,218 .. · , 87 6 ::,503 ti. l _L3 J. 'i I 7 58 -::, I 386 f,013 -S,593 -896 L'., 338 1.290 -1.078 1.307 -l.307 1.307 -1.307 1.307 -l.307 1.307 -1.307 1. 307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.078 -1.290 -2.267 36.78 30.73 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.73 36.78 64.62 -5,730 l.000 28.50 ~896 1.290 36.78 -480 1.000 28.50 BC TENSION-28,581.49 INT BC PANEL LENGTH"" TL"" ll,460.00 PP DISTANCE 0-2 3-0 5-0 5-ll 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-ll 25-ll 27-ll 29-11 31-ll 33-ll 35-11 37-11 3/4 1/2 l/2 1/2 1/2 1/2 l/2 1/2 1/2 1/2 1/2 1/2 1/2 l/2 1/:2 1/2 1/2 1/2 40-10 1/4 38-11 48.00 02/09/2004 09:08 FAX 4 SCA ~015/021 ' STRESS ANALYSIS: 30K.P.240/'4,~ 1J2 ,J5Cf- 8N00075-08 CALLAWAY G ~ BASE LENGTH .43-11 BC .PANLS LE= TC PANLS LE~ FIRST HALF LE= Fl'.RST DIAG LE= WORKING LENGTH 43-7 DEPTH 30 5-0 3-0 3/4 0-lJ. l/2 5-11 1/2 9 BC P1'.NELS ~.T 4 -D END STRUT 'l'I.1-:i.'ED SPECIAL 1ST (",)MP DEPTHS LE= 30.000 CENTERLINE= 30.000 MULTIPLE LOADING: DL +/-WL RUN ON 5-28-98 '-lo~ EFF DEPTH 2B.5 RE= RE= RE: RE= 5-0 3-0 3/4 0-11 1/2 5-11 1/2 RE"' 30.000 PT LOAD OF 1,000 rLBS AT PANEL, PT 11 21. 96 1 LE _, 21. 96 1 RE HORIZONTAL FORCES AT ENDS LEFT END TC= 6,800.00/ BC= RIGHT END· TC= -6, 800. Oo-BC= ,, EXTRA SHEAR ADDED TO EACH WEB= 500 0.00 0.00 UNIFORM TC LOAD= 112,,, UNIFORM BC LOAD;.; 0 REACTIONS Rl"" +2,940,67 R2= +2 940.67 MIN SHR== 735,17 WEB L 64.62 -------------STRESS AN.::> .. LYSIS ··----------- NO MEM TC F BC F SHEAR 1 W2 -12,454 o 2~7 78 TILTED END STRUT VlS -12,189 ?. W3 -12,189 W4 -15,015 , WS -15,015 5 W6 -18,121 6 W.7 -18,121 7 W8 -20,472 8 W9 -20,472 9 Wl0 -22,069 10 Wll -22,069 ll Wll -22,069 i2 WlO -22,069 13 W9 -20,472 14 WB -20,472 15 W7 -18,121 16 W6 -18,121 17 ws -15,015 18 W4 -15,015 19 W3 -12 1 189 TILTED END STRUT VlS -12,454 20 W2 -12,454 () 6, 3.80 6,380 9,863 9,863 12,591 12,591 14,565 14,56~5 15,784 15,784 14,565 14,565 12,591 12,5.91 9,863 9,863 6,380 6,380 2, ,,54 2 I :•.80 1, ~' 5 6 1,732 l,!->08 1,284 1,060 836 612 -612 -836 -1,060 -1,284 -1,508 -l,732 -1,956 -2, ~-8 D -2,454 6,380 324 0 -2 I 'i 7 fJ -----STD VERT J. C-1'1.LS 21 SE SQ END 2,940 22 V1 END PNL 224 23 V2 INTERIOR 224 vlAX TC COMPRESSION; -.22,06S'.44 MAX 1' •••• INT TC PANEL LENGTH "" 24, 00 MAX \·:r:rn F -; I :n1 -418 -~,185 J,503 -3,210 =~, 917 -2,625 :..: , 332 -::: , 039 :i.,746 -1,453 -1,453 1,746 <'. 1 039 :;,: / 3 :;2 -2,625 4° / 917 -31210 :_;., 503 -J,185 -418 csc 2,267 1.290 -1. 0-79 1.307 -1.307 1.307 -1.307 1.307 -1. 3 07 1.307 -1.307 1.307 -1.307 1. 307 -1.307 1. 307 -1.307 1.307 ,cl, 307 1.078 -1.290 -2.267 36.78 30. 73 37.25 37. 25 37.25 37.25 37.25 37.2S 37.25 37.25 37.25 37.25 37,25 37.25 37.25 37.25 37.25 37.25 30.73 36.78 64.62 -~.940 1.000 28.50 -4l8 l.290 36.76 -224 1.000 28.50 B,::: TENSION"" 15,784.81 INT BC PANEL LENGTH== TL"" 5,881.33 PP DISTANCE 0-2 3-0 5-0 5-11 7-11 9-11 11~11 13-ll 15-11 17-11 19-11 21-11 23-11 25-ll 27-ll 29-11 31-11 33-ll 35-11 37-11 3/4 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/7. 1/2 1/2 1/2 1/2 1/2 1/2 1/2 l/2 40-10 1/4 38-11 48.00 02/09/2004 09:0S FAX . . STRESS ANALYSIS: 3 0KA240 /i-'l-8 8N00075-08 CALLAWAY G ! BASE LENGTH 43-11 WORKXNG LENGTH 43-7 ,J2 J .3 q, I . DEPTH 30 LE:::-5-0 .9 BC PANELS Jl.T 4 ~ 0 EFF DEPTH 28.5 RE"' 5-0 4)0',o/0t.. BC PANL$ TC PANLS LE= 3-0 FIRST HALF LE~ 0-11 Fl:RST DIA.G LE"' 5-J.1 3/4 1/2 1/2 EN'D STRUT TILTED SPECIAL 1ST COMP RE-3-0 3/4 RE= 0-11 1/2 RE"" 5-11 1/2 DEPTHS LE. 30.000 CENTERLINE= 30.000 RE== 30.000 MULTil?LE LOADING: DL +/-WL . ~T LOAD OF l, 000 ...-LBS AT PANEL PT 11. 21 . 9 6 ' LE ~ :21 . 9 6 ' RE HORIZONTAL FORCES AT ENDS 0.00 0.00 LEFT END TC= -6, 800. OD,,, BC"" RIGHT END TC= 6,800.00,..,. BC"' ,,,.- EXTRA SHEAR ADDED TO E~CH WEB= 500 UNIFORM TC LOAD"' 112 · UNIFORJ.1 BC LOAD"' 0 REACTIONS Rl= +2,940.67 R2-+2,5l40.67 MIN SHR-735.17 WEB L 64.62 -------------$TRESS ANALYSIS------~------ NO MEM TC F BC F SHEAR 1 W2 ''IILTED END V1S 1,145 0 2,778 ? W3 W4 ~ WS 5 W6 6 W? 7 WB 8 W9 9 W10 10 Wll ll Wll 12 WlO 13 W9 14 :wa 15 W7 16 W6 17 W5 18 W4 19 W3 TILTED END VlS 20 W2· STRUT 1,410 1,410 -1,415 -1,415 -4,521 -4,521 -6,872 -6,872 -8,469 -8,469 -9,469 -8,469 -6,872 -6,872 -4,521 -4,521 -:1,415 -1,415 1,410 STRUT 1,145 1,145 SE SQ END VJ, END PNL V2 INTERIOR 0 6,380 6,380 9;B63 9,863 12,591 12,591 14,565 14,565 15,784 15,784 14,565 14,565 12,591 12,591 9,863 9,863 6,380 6,380 6,380 21 22 23 MAX TC COMPRESSION"" -8,46~.44 324 2,454 2,180 11956 1,732 1,508 1,284 1,060 836 612 -612 -836 -11060 -1,284 -1, 50'8 -1,732 -1,956 -2,180 -2,454 324 -2,778 VERTICALS 2,940 324 224 MAX -. INT TC PANEL LENGTH "' 24. 00 MAX WEB F 7,434 -418 -3,185 3,503 -:1, 2.10 2,917 -2,625 /. / 332 -2,039 :. I 746 ~l,453 -:..!153 :,746 -2,0.39 ;1, 33 2 <., 625 21917 -3,.210 J1503 -·3 I 185 -418 7,434 csc 2.267 1. 290 -1.078 l.307 -1.307 1. 307 -1.307 1.307 .-1. 307 l.307 -1. 3 07 1. 307 -1.307 l. 307 -1.307 1.307 -1.307 1.307 -1.307 1-078 -1. 290 -2-267 36.78 30.73 37.25 37.25 37 • .25 37.25 37.25 37.25 37,25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.73 36.78 64.62 -2,940 1.000 28.50 -418 1.290 36.78 -224 1_000 28.50 FlC TENSION= 15,784.81 IN':' BC l?ANEL LENGTH : 5,881.33 PP DISTANCE 0-2 3-0 s-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-ll 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-ll 37-11 3/4 1/2 1/2 1/2 1/2 l/2 1/2 1/2 1/2 l/2 1/2 1/2 1/2 l/2 l/2 1/2 1/2 1/2 4'0-10 1/4 36-11 48.00 02/09/2004 0~:08 FAX 4 ~CA . STRESS ANALYSIS: 30KA240/1-'lB J2 ,J-S'r 8N00075-0.8 . CALLAWAY G '.r B~SE LENGTH 43-11 WORKING LENGTH 43-7 DEPTH 30 b'-PANLS LE= 5-0 9 BC PANELS AT 4-0 EFF DEPTH 28.S RE"" 5-0 ~017/021 RUN ON 5-28-98 fot TC PANLS .LE= 3-0 FIRST HALF LE= 0-11 FIRST DIAG LE= s~11 3/4 1/2 1/2 END STRUT TILTED SPECIAL 1ST COMP RE= 3-0 3/4 RE= 0-11 1/2 RE= 5-ll l/2 DEPTHS LE= 30.000 CENTERLINE= 30.0GU RE= 30,000 MULTIPLE LOADING: DL + Q_75(LL +/-WL) l?T LOAD OF 1,000/LBS AT PANEL PT 11 2 l . 9 6 1 LE ,,, 2 l . 9 6 1 RE HORIZONTAL FORCES AT ENDS. LEFT END TC;; 5,100.00 ,,, EC== o.oo o.ao RIGHT END TC= -5, 100. 00 .-BC= r' EXTRA SHEAR ADDED TO EACH WEB= 500 UNIFORM TC LOAD=.-208 / UNIFORM BC LOAD=-0 REACTIONS Rl= +5,032.67 R2= +5,032.67 MIN SHR= 1,258.17 WEB L 64,62 -------------STRESS l\.NALYSIS --.. ---------- NO MEM TC F BC F SHEAR 1 W2 -14,729 0 4,731 TILTED END STRUT VlS -14,237 2 W3 -14,237 W4 -18, 952 ws -18,952 5 W6 -23,998 6 W7 -23,998 7 WB -27,.642 8 W9 --;_7,642 9 WlO ·29,8S6 10 Wll -29,886 11 Wll -29,886 12 WlO -29,B86 13 wg -27,642 14 wa -27,642 15 W7 -23,998 16 W6 -23,998 17 ws -18,952 18 W4 -18,952 19 W3 -14,237 rILTED END STRUT . VlS -14,729 20 W,2 -14,729 ,l SE SQ END ,2 Vl END PNL 23 V2 INTERIOR Ci 10,803 10,803 16,550 16,550 20,895 20,895 23,839 23,839 25,382 25,382 23,83$ 23,839 20,895 20 / 8,9,5 16,550 16,55(; 10,ao: 10,803 10,803 -o -----STD @JC TC COMPRESSION= -29,BSE.11 602 4,129 3,620 3,204. 2,788 21372 1,956 · 1, 540 1,124 708 -708 -1,124 -l,540 -1,956 -2,372 -2,788 -3,204 -3,620 -4,129 6'02 -4,731 VERTICALS s, 032. 602 416 M..,1:1.X '}J:\ ic, INT TC PANEL LENGTH = 2 4 . 0 0 fvlA.X WEB F lJ,862 -777 -4,991 ;, , 3 86 -4 1 8L12 4,298 -3,754 3,210 -2,666 2,123 wl,644 -1,644 2,123 ··2,666 3,210 -3,754 4,298 -4,842 .S,386 -4,991 .. 7 77 11,1362 csc 2.267 l.290 -1.078 1.307 -1.307 L 307 -1.307 1.307 -1.307 l.307 -1. 307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1,307 1.078 -1.290 -2.267 36.78 30,73 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.73 36.78 64.62 -5,032 l.000 28.50 -777 1.290 36.78 -416 1.000 28.50 BC TENSION= 25,382.32 INT BC PANEL LENGTH= TL-10,065.33 PP DISTANCE 0-2 3-0 5-0 s-11 7-11 9-11 ll-11 13-ll 15-ll 17-ll 19~11 21-11 23-11 25-ll 27-ll 29-11 31-11 33-ll 35-11 37-11 3/4 1/2 1/2 1/2 1/2 1/2 1/2 l/2 1/2 1/2 1/2 l/2 1/2 1/2 1/2 1/2 l/2 1/2 40-10 1/4 38-11 48.00 02/09/2004 09:0B FAX , STRESS ANALYSIS: 30KA240 /"'-!;8 J-2, J 3 4- 8N00075-0B CALLAWAY G )• BASE LENGTH 43-ll BC PANLS LE= WORKING LEHGTH 43-7 5-0 DEPTH 30 -. SCA \ EFF DEPTH 28.5 5-0 fll018/021 RUN ON 5-28-98 4'1J9 TC PANLS LE- FIRST HALF LE= FIRST DIAG LE= 3-0 3/4 0-11 l/2 5-11 1/2 9 BC PANELS AT 4-0 E:NlJ STRUT TILTED SPECIAL 1ST COMP RE== R.E- RE= RE= 3-0 3/4 0~11 1/2 5-11 1/2 DEPTHS LE::. 30.000 CENTERLINE= 30.000 RE= 30.000 MU~TIPLE t,OAD.ING: DL + 0.75{LL 4-/-WLJ PT LOAD O·F l, 000,...,-LBS AT PANEL l?'r 11 21 . 9 6 ' LE -21 . 9 6 1 RE HORIZONTAL FORCES AT ENDS LEFT END TC= -5,100.00,... BC= RIGHT END TC= s,100.oc,-BC= ,.. EXTRA SHEAR ADDED TO EACH WEB=;: 500 0.00 C , c, O UNIFORM TC t.OAD:a 208 _,. ONIFORl'·l BC' LOAD::: 0 REACTIONS Rl= +5, 03 2. 67 R2 = +S, 03 2. 67 :vJIN SHR= 1,.258.17 -------------STRESS ANALYSIS------------- ~O MEM TC F BC F SHEAR 1 W2 XILTED END VlS -4,529 C 4,731 .-,. .. W3 W4. 'j; ws 5 W6 6 W7 7 WB a W9 9 Wl0 10 Wll ll Wll 12 WlO 13 W9 14 we lS W7 l6 W6 l7 ws 18 W4 l9 W3 rILTED END VlS 20 W2 STRUT -4,037 -4,037 -8,752 -8,752 -13,798 -13,798 -17,442 -17,442 -19,686 -19,6B6 -19,686 '-19,686 -17,442 -17,442 -13,798 -13,798 -8,752 -8,752 -4,037 STRUT -4,529 -4,529 21 SE SQ END 22 Vl END PNL ,.3 V2 INTERIOR C 10,80? 10,803 16,55C 16,55C 20,89:i 20,895 23,839 23,83'.? 25,382 25,382 23,839 23,839 20,895 2.0,89:: 16, 5.SC 16,SSC 10,803 10, 80'.3 602 4,129 3,620 3,204 2,788 2,372 1,956 1, 54-0 1,124 708 -708 -1,124 -1,540 -1,956 -2,372 -2,788 -3,.204 -3,620 -4,129 10,803 602 -c ··4, 731 ---w• STD VERTICALS '1AX TC COMPRESSION; -19,686.11 5 / 03,';; 602 416 MJi.X INT TC PANEL LENGTH= 24.00 MAX 11,862 •-4 / 991 5,386 -4,,842 4,298 -3,754 3,210 <, 666 ::.,123 ·· l, 644 -1,G4,1 :t,123 -2.666 ~.210 -3,754 ,1, 298 -·'l, 842 S,386 -4,991 -777 11,,862 csc 2.267 l.290 -1. 078 1. 307 -1.307 1.307 -1.307 l.307 -1 .. 3 07 1.307 -L307 1.307 -1.307 1..307 -1.307 1. 307 -1.307 1. 307 -1. 3 07 1.078 -1. 2.90 --2. 267 WEB L 64,62 36.78 30.73 37.25 37.2S 37,25 37.25 37.25 37.25 37.25 37.2S 37.25 37.2S 37.25 37.25 37.25 37.25 37.25 37.25 30.73 36.78 64.62 -[,032 l.000 28,50 -777 1.290 36.7B -4l6 1.000 28.50 BC TENSION= 25,382.32 INT BC PANEL LENGTH::: TL= 10,065.33 PP DISTANCE 0-2 3-O 5-0 s-11 7-11 9-ll 11-11 13-11 15-11 17-11 19-ll 21-11 23~11 25-11 27-11 29-11 31-11 33-11 35-ll 37-11 3/4 l/2 l/2 1/2 1/2 1/2 1/2 l/2 1/2 l/2 l/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 40-10 1/4 38-11 48.00 02/09/2004 09:0B FAX ' - 30KA240/128 J2,J'34- 8N00075-08 CALLAWAY GOLF iv,_ • 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1.9 20 21 22 23 ----.,. --MULTIPLE ANAL Y S ~ S S UMfv"i.A.R'i TC TEN TC COM BC TEN BC COM 1,145 -14,729 0 0 l,41.0 -14,237 12,278 0 0 -18,952 12,278 0 0 -18,952 18,179 0 0 -23,~98 18,779 0 0 -i3,99B 23,663 0 0 -27,642 23,663 0 0 -27i642 26,930 0 0 -29,886 26,930 0 0 -29,886 28,581 0 0 -29,886 28,581 0 0 -29,886 26,910 0 0 -27,642 26,930 0 0 -27,642 23,663 O 0 -23,998 23,663 0 0 ~23,998 18,77~ 0 0 ...,18,952 '"~B,779 O 0 • 18 I 9 S.2 '._ 2 I 2 7 8 0 l,410 -14,237 12,278 0 1,145 -14,729 0 -0 0 0 0 0 0 0 0 0 0 0 0 ·] ~ :MUM ONIFORM LOAD: TOP· CHORD= 240 MEM l 2 3 4 5 6 7 8 9 10 ll 12 13 -------CONSOLID~TE LEFT 'I'C 'I'BN TC COM BC TEN 1,145 -14,729 . 0 1,410 -14,237 12,278 0 -18,952 12,278 0 -le,952 JB,779 0 -23,998 18,7~9 0 -23,99B 13,663 0 -27,642 23,663 0 -27,642 ~6,930 0 -29,886 26,9~0 0 -29,886 ~8,581 0 0 0 0 0 0 0 0 0 & RIGHT BC COVi -0 () () 0 0 0 0 0 0 0 c, ,, ,, 0 ~IMUM UNIFORM LOAD: 'I'OP CHORD,.,_ 240 WEE TEN 13,338 0 6,013 0 4,758 0 3,503 0 2,248 0 0 2,248 0 3,503 0 4,758 () 6,013 0 13,338 0 0 0 _ ... ___ ,.._,_, WEB TEN 13,338 0 6,013 0 4,758 0 3,503 0 2,248 0 0 0 0 -t SCA ·~, WEB COM 0 -5,593 0 -5,386 0 -4,131 0 -2,876 0 -1,872 -1,872 0 -2,876 0 -4,131 0 -5,386 0 -5,593 0 -5,730 -896 -480 WEB COM 0 -5,593 0 -5,386 0 -4,131 0 -2,876 0 -1,872 -5,730 -896 -480 lt]019/021 RUN ON 5-28-98 L/J6 02/09/2004 09:07 FAX ~ SCA MEMBER SIZES: 30KA2"40/128 J2 ,J 3t 8N00075-08 CALLAWAY GOLF t' . -50,000.000 Fb "" 30,000.000 F,_ . .JING LOAD "" 0.000 ASSUMED FORCE ~ 29,886.111 OUTSIDE DEJ?'l'H = 30.000 ASSUMED EFF DEl?TH= 28.500 BC = 15 AR.EA. "" 0.4800 y (.x) "" 0.4900 Ryy ::; 1.:.295 Rz "' 0.3460 TC ;;; 20 AREA "" 0.6000 Rx :::: 0.6220 Rz = 0.3960 RyY "' 1.2272 y ::,; 0.5580 Sl :::; 0.4157 Ss = 0.1608 Qs ;; 0.9347 ACTUAL EFF DEPTH = 28.952 GJ1.l? BETWEEN CHORD:. l.000 CORRECTED LOAD TC= 29,419.527 BC = 28,135.275 L/Rx "" 38.585 USING L ,.;, :M .00 L/Ryy= 29.:.34 USING L -36.00 L/Rz = 30.303 USING L = 12.00 WI'l'H F'ILLEE:S K= 1.00 Fa -24,495.0 USING L/R-3J.58 F'e=-100,301.96 Cm= 0,00000 ·MAX LOAD (FILLERS) -29,687.97 MAX LOAD NO FILLER-26,007.52 FILLER FANELS REQD = 8 FT FOR FILLERS = 16.00 TC ('fa/Fa) == MAX SHEAR CK= BC STRESS "' MAX SHEAR CK:. 1.00096 USING TC= 20 -2 X 2 X .156 11,945.3413,_i AT ,JOINT 11 29,307.57877 USING BC~ 15; l 3/4 X 1 3/4 X .143 iS,527.~9855 AT JOINT 10 END PANEL ALLOWABLE END PANEL CHECK = A :V·T.~L LOAD = t = fb PANEL PT ;; :m -l?ANEL PT .. 20,365.5 ~IRST PANEL CHECK= AXIAL LOAD = Fa = fb PANEL PT = ~ ;;: l?ANEL P'I'= 19,962.7 BOTTOM CHORD L/Rz= -1AX BRIDGING CHECK ~OMENT OF INERTIA= re TENSION STRESS~ END PANEL CHECK W"" :24C FORCES REDUCED 10 % LEFT END LENGTH 14,499.06 AXIAL STR3SS fa 15,165.92 F'e 8,282.98 fb MID-PJ:..N.F.L 0.924 fa/Fa = MID PANEL= 0.9047 NO FILLERS LEFT END 14,015.71 16,851.02 8,282.99 0.902 MID PANEL== LENGTH AXIAL STRESS fa F''e rb MID-Pl'..:•l:C,L fa/Fa = 0.7448 ti..) FILLERS 138. 728 TC OAL/RV"' • J TC= 14.82' BC-22.59' "' 34.75 :::: 12,082.55 ; 47,843.42 "' 2,204.75 0.796 L/R= 87.75 -34.7S -11,679.76 = 4. 7 / 8 4 3 I 4,2 = 1,216.25 0.693 L/R-87.75 42,6.171 447.7 LL 360= 202.0 LEN/360= 1,45" 1,156.73 ld]020/021 RUN ON 5-28-98 '+II 02/09/2004 09:07 FAX ~ SCA @021/021 , .. ~ • ----', qEB DESIGN: 30KA240/128 J2, J o4 Rt.TN ON 5-28-98 3N00075-08 CALLAWAY GOLF 1./1~ TC= 20 = 2 X 2 X .156 BC=:: 15 "" 1 3/4 X 1 3/4 X .143 ------WEB DESI.JN ------ NUMBER SIZE QTY ACTU~ T ALLOW TACTUAL C AL;LOW C WELD ANGLE NAME 1 W2 R9 l 13,338 21,4.J.7 0 3,369 2.8 l" ROD 2 W3 15 1 0 14,544 5,593 7,387 2.7 1 3/4 X l 3/4 X .143 3 W4 05 1 6,013 8,999 0 2,375 3.3 1 1/4 X l 1/4 X .125 4 ws 15 1 0 14,544 5,386 7,287 2.6 l 3/4 X 1 3/4 X .143 5 W6 04 1 4,7S8 7,908 0 2,104 3.0 1 1/4 X 1 l/4 X .109 6 W7 11 1 0 10,877 4,131 4,157 2.3 1 1/2 X 1 1/2 X .125 7 W8 04 1 3,503 7,908 () 2,104 2.2 1 1/4 X 1 1/4 X .109 a W9 il 1 0 10,877 2,87 6 4,1.57 1.6 1 1/2 X l 1/2 X .125· 9 WlO 04 1 2,248 7,908 0 2,104 1.4 l 1/4 X 1 1/4 X .109 1.0 Wll 04 1 0 7,908 1,872 2, 1-04 1.2 1 1/4 X l 1/4 X .109 ----STkl\JDARD VERTiel\.LS ---- l.l SE 00 2 B 0 12,483 5,730 7,559 3.6 l X 1 X .109 L2 Vl 04 1 0 7,117 1,044 1,943 0.7 1 1/4 X 1 1./4 X .109 1.3 V2 00 1, 0 6,241 627 l, 217 0.4 l .K 1 X .109 rOTAL WELD"' 132 K = 1.00 MIN COMP"" 0.25 .. !CERTIFICATE OF COMPLIANCE Part 1 of 2 MECH-11 PROJECT NAME DATE Callawav Golf H.Q. Facilitv-Data Room HVAC 03/10/2004 PROJECT ADDRESS ,'' •. " 2180 Rutherford Road -Carlsbad CA 92008 -, Ei:uiiding1Permit#-PRINCIPAL DESIGNER -MECHANICAL TELEPHONE ,. •'"' ' t .,, ,, DOCUMENTATION AUTHOR TELEPHONE :: ¢6eck~d··6yt[?~t~ . McPARLANE & ASSOCIATES, INC. (858) 277-9721 : -' · Enfcirce(nJnt~~ericy l:Jse . GENERAL INFORMATION DATE OF PLANS ./ BUILDING CONDITIONED FLOOR AREA I CLIMA?E ZONE -3-12-04 360sq.Ft. BUILDING TYPE [XI NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEUMOTEL GUEST ROOM ," PHASE OF CONSTRUCTION IXJ NEW CONSTRUCTION D ADDITION D ALTERATION D EXISTING + ADDITION METHOD OF MECHANICAL [XL-PRESCRIPTIVE D PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE @ PREVIOUS ENVELOPE PERMIT D ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California c·ode of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR ISIGNATUR~ I, ,J Kimberlv Richards A-A '/ -~II , ... ~ .,"'-.,.1 ~/~ IDATE ~-,10.,.011 The Principal Mechanical Designer ·hereby certifies that the proposed building desig/i represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in Sections 110 through115, 120 through 124, 140 through 142, 144 and 145. Please qheck one: D I hereby affirm that I am eligible under the provisions of Division -3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am license.d in the State of California as a civil engineer, or mechanical engineer or I am a licensed architect. ~ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537 .2 or 6737.3 to sign this document as the pers<;m respon~ible for its preparation; and that I am a licensed contractor performing this work. D I affirm that I am eligible under the exemption to Diyision 3 of the Business and Professions Code to sign this document beca1,1se it pertains to a structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1. PRINCIPAL MECHANICAL· DESIGNER -NAME /SIGN~ J'2 / IDATE ILIC.# -:r~ -.Jw -__p /7"~-~9 O''I 4 l/91.. -, / MECHANICAL MANDATORY MEASURES II P' _Indicate location on plans of Note Block for Mandatory Measures I /\,1-1 I INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 may be incorporated in schedules on plans. MECH-2: Required for all submittals, but may be incorporated in schedules on plans. MECH-3: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. MECH-4: Required for Pre~criptive submittals. MECH-5: Optional. Performance use only for mechanical-distribution summarv. EnergyPro 3.1 By EnergySoft User Number: 2445 Job Number: 2666 Page:1 of 6 -", !CERTIFICATE OF COMPLIANCE Part 2 of 2 MECH-11· PROJECT fiAME Callawa Golf H.Q. Facilit -Data Room HVAC iSYSTEM FEATURES DATE 03/10/2004 I l------'----' MECHANICAL SYSTEMS '-jsv_s_T_EM~N·AM_E ______ _,.. TraneYCD049 11. I ~I ______ _, :NOTE.TO . FiE.LD .· TIME CONTROL Programmable Switch SETBACK CONTROL No Setback Reauired ISOLATION ZONES n/a HEAT PUMP THERMOSTAT? n/a ELECTRIC HEAT? nla FAN CONTROL Constant Volume VAV MINIMUM POSITION CONTROL? No SIMULTANEOUS HEAT/COOL? No HEATING SUPPLY RESET Constant Temo COOLING SUPPLY RESET Constant Temp HEAT REJECTION CONTROL n/a VENTILATION AirBalarice - OUTDOOR DAMPER CONTROL Gravitv ECONOMIZER TYPE No Economizer DESIGN O.A. CFM (MECH-3, COLUMN ll 54cfm HEATING EQUIPMENT TYPE Gas Furnace HEATING EQUIPMENT EFFICIENCY 81%AFUE COOLING EQUIPMENT TYPE Packaaed DX COOLING·EQUIPMENT EFFICIENCY 12.0 SEER/ 10.5 EER MAKE AND MODEL NUMBER TRANE YCD049 PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION R-VALUE Ducts in Attic 4.2 COOLING DUCT LOCATION R-VALUE Ducts in Attic 4.2 VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE No. CODE TABLES: Enter code from table below into columns above • HEAT PUMP THERMOSTAT? . TIME CONTROL SETBACK CTRL. ISOLATION ZONES ELECTRIC HEAT? S: Prog. Switch H: Heating Enter Number of 0: Occupancy C: Cooling Isolation Zones. VAV MINIMUM POSITION CONTROL? Sensor B: Bot.ti SIMULTANEOUS HEAT/ COOL? Y:Yes M: Manual Timer N:No HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER HIGH EFFICIENCY? B: Air Balance A:Auto A:Air C: Outside Air Cert. G: Gravity W:Water PIPE INSULATION REQUIRED? M: Out. Air Measure N: Not Required PIPE/DUCT INSULATION PROTECTED? D: Demand Control EC: Economizer N: Natural Control See Section SEALED DUCTS IN CEILING/ROOF SPACE ' 144(e)3 . EnergyPro 3.1 By EnergySoft User Number. 2445 . Job Number: 2666 '. i. ,· 1-. ' . '. i .... ,, . l h, ' ,: ~' ·• t ., , t : FAN CONTROL I: Inlet Vanes P: Variable Pitch V:VFD O: Other C: Curve O.A.CFM Enter Outdoor Air CFM. Note: This shall be no less than Col. H on MECH-3. Page:2 of6 !MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2j PROjECT NAME Caflawav GolfH.Q. Facilitv-Data Room HVAC I DAT1)3/10/2004 !CHILLER-AND TOWER SUMMA.RY PUMPS Tot. Motor Drive Pump Equipment Name Equipment Type Qty. Efficiency Tons Qty GPM BHP Eff. Eff. Control IDHW / Rntl .ER SI IMMARV Energy Factor Standby TANKINSUL. Rated Vol. or Recovery Loss or Ext. System. Name System Type . Distribution Type Qb Input (Gals.) Efficiency Pilot R-Val. ' r CENTRAL SYSTEM RATINGS HEATING COOLING Aux. Svstem Name SvstemTvoe Qtv. Cutout kW · Eff. Cutout Sensible Efficiencv Economizer Type TRANE YCD049 Packaged DX 1 97,000 0:0 81%AFUE 51,400 38,550 12.0 SEER/ 10.5 EER No Economizer .. CENTRAL SYSTEM FAN SUMMARY ~UPPL'" i:.a.N RETLll<N i:.a.N Motor Drive Motor Drive Svstem Name FanTvoe Motor Location CFM BHP Eff. Eff. CFM BHP Eff. Eff. TRANE YCD049 Constant Volume Draw-Through 1,600 0.75 77.0% 100.0% none .. EnergyPro 3.1 By EnergySoft User Number: 2,445 Job Number: 2666 Page:3 of6 4 .l IMECHANICAL EQUIPMENT SUMMARY Part 2 of 2 MECH-21 PROJECT NAME I DAT1)3/10/2004 Callawav Golf H.Q. Facilitv-Data Room HVAC ZONE TERMINAL SUMMARY VAV TERMINAL BOX TERMINAL FAN BASEBOARD Min.Ci=M Reheat Coil Motor Drive 7nnoNamA SvstemTvne :·ntv. Ratio Tvoe DeltaT CFM BHP Eff. Eff. Type Output EXHAUST FAN SUMMARY .. ~ft· s1 FAN teXHAU ST FAN Motor Drive Motor Drive RoomNam_e Qtv. CFM BHP !;:ff. Eff. RoomName Qtv. CFM BHP Eff. Eff. EnergyPro 3.1 By EnergySoft User Number: 2445 Job Number: 2666 Page:4 of6 IMECHANICAL VENTILATION-MECH-31 PROJECT NAME DATE Callawa Golf H.Q. Facilit -Data Room HVAC 03/10/2004 iMECHANICALVENTILATION w -AREA-BASIS OCCUPANCY BASIS REQ'D DESIGN COND. MIN. NO. CFM MIN. O.A. OUTDOOR VAV lfRANS ZONE/SYSTEM AREA CFM CFM OF PER CFM {MAX OF AIR MIN. FER {SF) PERSF {BxC) PEOPLE PERSON {ExF) DORG) CFM RATIO AIR - Data Room 360 0.15 54 54 54 - Trane YCD0~9 _ Total 54 54 - - - --- - - - -- - - - --- - - ---- - - - - m Minimum Ventilation Rate per Section 121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 1 O 1997 UBC Occupant Density. Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans. Must be greater than or equal to {H minus I), and, for VAV, greater than or equal to (H-J). 'EnergyPro 3.1 By EnergySoft User Number: 2445 Job Number: 2666 Page:5 of6 · IMECHANICAL SIZING AND FAN POWER MECH-41 PROJECT NAME DATE Callawav Golf H.Q. Facilitv-Data Room HVAC 03/10/2004 SYSTEM NAME FLOOR AREA Trane YCD049 360 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. !SIZING AND EQUIPMENT SELECTION 1. DESIGN CONDITIONS: • OUTDOOR DRY BULB TEMPERATURE • OUTDOOR WET BULB TEMPERATURE • -INDOOR, DRY BULB TEMPERATURE 2. SIZING: -DESIGN OUTDOOR AIR • ROOM LOADS • RETURN VENTED LIGHTING -RETURN AIR DUCTS . -RETURN FAN • SUPPLYFAN • SUPPLY DUCTS (APPENDIX C) (APPENDIX C) SEE ASHRAE CHAPTER 8, 1993 OR APPENDIX B '-----'-' _5~41 CFM (MECH 3; COLUMN I) . TOTALS SAFETY /WARM-UP FACTOR MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARM-UP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY (ADJUSTED FOR DESIGN CONDITIONS) IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN FAN POWER CONSUMPTION ~ [fil [fil @] [[] DESIGN EFFICIENCY NUMBER FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS Supply Fan 0.750 77.0% 100.0% 1.0 COOLING 8~ °F 68°F 72°F 577 37,376 0 1,869 0 0 1,869 41,6911 HEATING 34°F 2 096 0 n/a 0 0 0 0 2,0961 1.21 ~ 50,446 7 46,6471 97,oool Btu/ Hr Btu/ Hr [I] @] PEAK WATTS CFM Bx Ex 746/(CXD (Supply Fans) 727 1,600 NOTE: Include only fan systems exceeding 25 HP (see Section 144). TOTALS I 72711 . 116001 Total Fan System Power Demand may not exceed 0.8 Watts/cfm for TOTAL FAN SYSTEM I 0.4541 constant volume systems or 1.25 Watts/cfm for VAV systems. POWER DEMAND WATTS/CFM Col. F / Col. G EnergyPro 3.1 By EnergySoft User Number 2445 Job Number: 2666 Page:6 of6