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Home My WebLink About2180 RUTHERFORD RD; ; CB011394; Permit, I V()1lh1yf City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05/29/2001 Commercial/Industrial Permit Permit No: CB011394 Job Address: Permit Type: Parcel No: Valuation: . Occupancy Group: Project Title: 05/29/2001 Applicant: JESUS REYES SUITE200 Building Inspection Request Line (760) 602-2725 2180 RUTHERFORD RD CBAD Tl Sub Type: 2120702500 Lot#: $104,770.00 Construction Type: Reference #: CALAWAY-GOLF BALL FACILITY INDUST 0 NEW 3372 SF MEZZ. W/ INTER. PARTITION WALL Owner: Status: Applied: Entered By: Issued: Inspect Area: ISSUED 04/12/2001 CB Plan Approved: 05/29/2001 12220 EL CAMINO REAL SD CA 92130 858-793-4 777 CALLAWAY GOLF CO C/O DONALD H DYE 2285 RUTHERFORD RD CARLSBAD CA 92008 0653 05/29/01 0002 01 CGP Total Fees: $4,470.18 Building Permit Add'I Building Permit Fee Plan Check · Add'I Plan Check Fee Plan Check Discount Strqng Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Total Payments To-Date: $359.27 Balance Due: $4, 11 o.91 $561.96 '$0.00 $365,27 $0.00 $0.00 $22.00 $0'.od $0.00· ., $0.00.·· ·. $0.00 .. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'I Reel. Wate·r Con. Fee Meter Fee SDCWAFee _ CFO Payoff Fee PFF -· ~FF (CFO fund) License Tax L,icense Tax (CFO Fund) Traffic· Impact Fee Traffic Impact (CFO Fund) ··.:-PLL)MB_ING TOTAL EL:ECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee: Sewer Fee: Redev Parking Fee: Additional Fees: TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $885.00 $0.00 $0.00 $0.00 $405.60 $0.00 $48.00 $60.00 $75.50 $0.00 $2,046.85 $0.00 $0.00 $4,470.18 FINAL APPROVAL Date: /IJflfa/ ' I Clearance: _____ _ NOTICE: se take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Cartsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set a~ide, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. 02 41:10-91 FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF C_ARLSBAD BUILDING D~PARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 PLAN CHECK No.c~Ol 13qt1 EST. VAL. /Q / / (1}{2., -- Plan Ck. Deposit 3 '.::> Cf . _;);7( Validated By {j~ Date 1/12/ Address (include Bldg/Suite #} 40 Legal Description Lot No. 1 Subdivision Name/Number Unit No. Phase No. Total # of units . ~rz ... O:10~-z.-,:oo Assessor's Parcel # · . o6e;$/MmJ~ Existing Use O~lAA + rhmiw4, B""I ~-Proposed Use N~ IW.f:1..-1-: wl 1~11t.fA(l:01tdlJ Description of Work r · · '3t'31:Z.. .s.e: SQ; FT. -tw" #of Stories # of Bedrooms # of Bathrooms Name I Address -~·,.--,.-,., City · State/Zip Telephone# f~;:;i:;;g.I¢0,r;ifif>,)_9;t9JtJ~QijpA,"t,1}'.!j\JAil(\);fi~"i.:;;;~;i·'i.'li...;:~·, -,{,."'. ;; ·:>.> .' ;_·:.<: -,--.; , .: • . ·, .. '.. . --, , (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 tne Business and Professions Code) or that hE! is exempt therefrom, and the basis for the alleged exemptio. Any violati951 of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than fi hundred dollars [$5001). ,,..((J' (2.. ,..._,.~ ~ ,. Nania Address Ci'ty State/Zip State-License # __ ,5'"'-'-? __ .._2_m"-=_..( __ _ license Class ___ 6_. _-...,( ____ _ City Business License # _______ _ Designer Name Address City State/Zip Telephone State License#-'---------- (9,.~~'.]'.:{Yi.01i'is:i;,ij.~5(¢:d,M~fti!,~TJ,Qµ{'.)';'::;£(:ii~-.,;:,.::;.::l.''~;'-:J;:.,,,~-2.:l{.:'. .: ... __ ::--;::::~:,>' · ,: .>::·:::,:,;,2 ·: <, _, ._::,,. "•. ... . •' . . -. ~ Workers•· Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and Will maintain a certificate of consent to self-insure for workers' compensation a_s 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 . S"?At:e trJ.J() . Policy No. 33 ]rJ ~Q:G Expiration Date (0 -(';"() / .!THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS} 0 ·CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the-Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,0 I, i d 'ion to the cost of compensation, damages as provided'for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE -• , DATE J':--22::t4/ :,1!/f0.:b\\'ij(RtQWLQ~~QEC t.' • ,', !Qrit;.(:Ji::/::-.".~~ ,;:,.,;,,;,·.,<-~,,_., ""-~ '"-· ·-,: ,, ~::/,~::,:->_ ·::. '" __ ,;,,_,_::-:::.;;;'-,, --: . ' .. I hereby affirm that I am exempt from the Contractor's License Law for the following-reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the, work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law do11s 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 'tor 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). 0 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 L~w does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law}. 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _with the following person (firm} to provide the proposed con_struction (include name / address / phone number / con~ractors 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 _________ _,_ _________ ~_ L¢'.9MR1;,gfE}ti!J~~$I:9,,ui,oc~Q!l!iyqMM$(e.flm~~1iJJj~_i:?l&.GJe~Arvirr~¢-N~x.~;f:~;,;:i';;, ::.;;::: :.,:-,, DATE _________ _ Is the applicant or future -building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IFANY 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 ANO THE AIR POLLUTION CONTROL DISTRICT. ~.fil8.Q£i(Qrf;~~..PJi{q-_'4®:_f!.CX~-~~;((?T~~ ~~2r-i:!:D}:-:~~~{f!J1l:?:,~~~;:~~~~'~ ~5';:·:-:,;~ .. ,:;~-:, :":;(:,'.{ ,---': ,_ ,. · .. , · 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 have read the application and state that the abovti 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 AGA_INST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such, pQrmi ·s not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after t or a period of 180 days (Section 106.4.4 Uniform Building Code}. APPLICANT'S SIGNATURE ...,;,,,.~~g_~=~c::;~~:__ __________ ·: _DATE _,_.:[.,_._/-=-i.e.,\ },-....;t:r=--=l _____ _ YELLOW: Applicant PINK: Finance ... ,. •. l City of Carlsbad Bldg Inspection Request For: 1 0/01/2001 Permit# CB011394 Inspector Assignment: TP Title: CALAWAY-GOLF BALL FACILITY Description: 3372 SF MEZZ. W/ INTER. PARTITION WALL Type: Tl Sub Type: IN DUST Phone: 7604970416 Inspector: /4 Job Address: 2180 RUTHERFORD RD S1,1ite: Lot O Location: APPLl9ANT JESUS REYES Owner: CALLAWAY GOLF CO Remarks: Total Time: _____ Requested By: NA Entered By: CHRISTINE CD Description Act Comm~nts 19 Final Structural //fl ____________ _ t~--29 Final Plumbing 39 Final Electrical 49 Final Mechanical -- Associated PCRs PCR00003 ISSUED PCR01025 ISSUED lnsgection Histo!)'. Date Description Act lnsp Comments 09/13/2001 89 Final Combo co TP CMP STAIRS, RTU 09/06/2001 14 Frame/Steel/Bolting/Welding AP TP T-BARCELL 2ND FLR 09/06/2001 34 Rough Electric AP TP CEIL LITES 2ND FLR 09/06/2001 44 Rough/Ducts/Dampers AP TP DUCTS 09/05/2001 14 Frame/Steel/Bolting/Welding AP TP T-BAR CEIL 1ST FLR 09/05/2001 24 Rough/Topout AP TP TEST RE-LOC ROOF ORN 09/05/2001 34 Rough Electric AP TP CEIL LITES 1ST FLR 09/05/2001 44 Rough/Ducts/Dampers AP TP DUCTS 1 ST FLR 08/31/2001 14 Frame/Steel/Bolting/Welding co TP T-CEIL 1ST FLR 08/27/2001 17 Interior Lath/Drywall AP TP 1ST FLR@ELEV. ENCL 08/27/2001 24 Rough/Topout NR TP 08/23/2001 11 Ftg/Foundation/Piers AP TP P.G.@CLMNS 08/23/2001 14 Frame/Steel/Bolting/Welding AP TP @ ELEV. ENCL. 08/22/2001 12 Steel/Bond Beam WC TP 08/22/2001 17 Interior Lath/Drywall AP TP MEZ. ·soFFIT, WALL ,, '\: ' ~ City of Carlsbad Bldg Inspection Request For: 10/01/2001 Permit# CB011394 Inspector Assignment: TP 08/20/2001 14 Frame/Steel/Bolting/Welding AP TP 2ND FLR MEZ HARD CEIL 08/20/2001 17 Interior Lath/Drywall AP TP 1ST FLR HARD CEIL 08/20/2001 34 Rough Electric AP TP 2ND FLR MEZ CEIL LITES @ H. CEIL 08/17/2001 14 Frame/Steel/Bolting/Welding co TP MEZFRM 08/17/2001 34 Rough Electric co TP 08/16/2001 16 Insulation WC TP 08/16/2001 44 Rough/Ducts/Dampers PA TP DUCT PRE-WRAP 08/15/2001 17 Interior Lath/Drywall NR TP 08/08/2001 14 Frame/Steel/Bolting/Welding AP TP WALL@SINK 08/08/2001 24 Rough/Topout AP TP ADD SINK 08/06/2001 14 Frame/Steel/Bolting/Welding PA TP FULL HT & FURRED WALLS 08/06/2001 34 Rough Electric PA tP. 08/06/2001 44 Rough/Ducts/Dampers WC TP 08/03/2001 14_ Frame/Steel/Bolting/Welding NR TP 08/03/2001 34 Rough Electric NR TP 08/03/2001 44 Rough/Ducts/Dampers NR TP 07/24/2001 12 Steel/Bond Beam AP TP G.B. & SPRD FTN. SLAB REINF. 07/2412001 12 Steel/Bond Beam · AP TP P.G. CLMN BASES 07/20/2001 21 Underground/Under Floor AP TP 07/20/2001 22 Sewer/Water Service AP TP 06/28/2001 11 Ftg/Foundation/Piers AP TP G.B. & SPRD FTNS 06/28/2001 12 Steel/Bond Beam AP TP 06/27/2001 11 Ftg/Foundation/Piers co TP 06/27/2001 12 Steel/Bond Beam co TP Dept: Building E;ngineering Planning CMWD St Lite ~ Plan Check#: Permit#: Project Name: Address: CB011394 CALAWAY-GOLF BALL FACILITY 3372 SF MEZZ. W/ INTER. PARTITION WALL 2180 RUTHERFORD RD Contact Person: MIKE Phone: 7604970416 Wafer Dist: CA Sewer Dist: CA Date: 09/13/2001 Permit Type: Tl Sub Type: INDUST Lot: 0 ••••••i••········································································ .. ········································································ ::pect~~l Date r{~/ v---Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date -By: Inspected: Approved: Disapproved: ___ ........................................................................................................................................................... Comments: _________________ ----______________ _ w CHRJSTIAN WHEELER. ENGINEER.ING September 12, 2001 Callaway Golf 2285 Rutherford Rd. Carlsbad, CA 92008 ATTENTION: Andrew Gracey REFERENCE: Golf Ball Facility Mezzanine, 2180 Rutherford Rd., Carlsbad Building Permit #CB0l 1394 SUBJECT: Final Testing and Inspection Report Dear Mr. Gracey, CWE #201.217.2 Christian Wheeler Engineering has provided testing and special inspections of reinforced concrete, epoxy anchors, field welding and shop welding on the above referenced project as described in reports 1 through 8. The work requiring testing and special inspection was, to the best of my knowledge, in conformance to the approved plans arid specifications and the applicable workmanship provisions of the Uniform Building Code. If you have· any questions, please do not hesitate to call me at 858-496-97 60. Sincerely, CHRISTIAN WHEELER ENGINEERING !:;V~,;f~ MBW:clb -c.c: (1) Callaway Golf (1) Smith Consulting Architects (1) Prime Structural Engineers (1) City of Carlsbad I -. . • • ·, I ~ ·, r :, • :, , : .: .•.' ~ . i ' .. • . 1 • .: .~: ! . .. ·-, .. , •, , .... ·,· 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 ,. ' DA LL Y R'E F ~).RT Contrador Subc:ootractor [j Reinforcecis Concrete 0 Shop Welding Materiol/Equipment, Weothen w CHRISTIAN WHEhLER ENGINEERING 0 Pre-Stressed Concrete D Field Welding Project# Permit# Architect Engineer D Reinforced Masonry D· Fireproofing Dote Time Arrived, I\().:> 6'6.5,o · I · Time Departed, I I Jo O~ 1.5" I Pion File# i Hours Charged, '-f , . <?Xf"..:v"'+•,'1,,)-S r:bi --11--w-·\UO(}v•·e-~ l..'i--J,~~ he,.qe,,, e ... t Jhc, ' ' .. . . . t:-._111 i11J Ct£ re., ~Nr e.. LJ,'-tk -f'h~ Nl,"-liM..,~ c:,eoh:' tL.,.cd \ .er oMM<"'AiAc:. ~ ~i,-1 \. ' Unl•ss noted otherwise, the woric observed ls, to the best of my knowledge, in compliance wllti the a~ved~71an nd specifications. ~ C/ , . .:~, c;~. --.--~·3-·,;·;,:. ~ 6-)..6:-01_ lflspector/Tf1Chnician'1,S~:-r Reg.# ,/,..;,~'-+'<..:rlnt'--•n_d_;<t+,-s S-lg_na_tu_re------------=-Dote _ -~4wn C-,-1....;1, .. / ,.,,,..,/' Inspector/Technician (Prlot or Type} -'------------------------------------' 4925 :t,{ercury Street+ San Diego, CA 22111 + 858-496-9760 + FAX 858-496-9758 ; !IJ CHRJSTIAN WHEELER. ENGINEER.JNG Df\ILY REPORT DR# Page Pia File# Date -6J 0( .:Z:.NS.:PecT!>e. tt=tiuoEk> +t-5 ~6CQ.4.EsT6.o ,tt-ts )>Ate TD Pa<.F 3 !,r)/) llti. . ) 11> ~e=ff.J::Ol> \ C.. .S fEC-I A.l.. :t.~Si>€C.:tl oJ of" W'G c_]) tttJG, • , f-f £ F"~ LLOw Lf,J /JDf1' 'N(~ ::t:-fe,tyt s-VIS-V.. /Jrl. • .\ .. y I ii).S ?E-CtE I) ,-\1-tS' Yn--TT" w I ,tl /rNY' -··' · 1)15 c.~t\)e".fCIE_:-5 ~b-t,v\ rtf-6" '\)L,Ptlll S )vD"TEJ!) B~ ~ t) w t '-~ t L/ ,o e A"'-1 1 J-/.-yq ~ 1-Ll' x.. 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S ". o ~ +e..-. e.t/ B ~ l Y2!' .4T uttVbt~ r Jt M5 it I-3 v'-1. f-'L(_ o/ 1 ALL WOtttc. Mee-r 5' f/<o1ce:T1<~/ _ Unless noted ot erwise, t e work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. • """""'''" . · , g ~ ..c,ijl, 7-&0~ "'1 ~stoaot 2\J AV t t> :f , 'R 'f 11.J Reviewed by Michael B. Wheeler, R.C.E. #45358 4925 Mercury Street+ San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRJSTIAN WHl:ELER. ENGINEER.ING DAILY REPORT Pia · Epoxy Anchors o ________ _ Time Afrivedr Time Departed, .... -Hours Charged: J Date 4925 Me.rcury S-treet'+-$a,n Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 . .. 'by ~Sf2.. e-,-ol ,.. .. . . .. ·~-· .. ., .... _,. .. . .. Cqllawa'1 Golf-8ql1/t&ff'tiW6-&~ 1)vnc.N1 li~T' · S+tu~~-ra\ ~+tel . ..... . . . . ... .. ... .. . 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'notes ~. ~ ~ro ~M +iah-f-. ·+:or.mi~i+Q ~ W\',VD.-Wt'et\O\ ~,··9.,~'? ' /. ·i ! ' :j .1 I _i ·J ,, 'I/··, DAILY REPORT ProjectNaine CQ 11 Qwo ProjectAddress 4' SO~~ Cqntractor '2iooQ Subcontrac:tor m D Reinforced Concrete D Shop Welding Material/Equipment, Weather, Date w CHRJSTIAN WHEELER. ENGINEER.ING Project# "::l O • '2.Jj D Pre-Stressed Concrete -a field Welding l.CBO /Ol6"1"J1l .... 1i>S · ·Reg.# Pennit#C80113 q 4 Architect Engineer' D Reinforced Masonry D F_ireproofing specifications. Plan File# D Epoxy Anchors .• ," o _______ _ Date 4925 Mercury Street+ Sa.n Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 Cdt{ofwts\;:M <'f •• ~' DAILY REPORT Project Name . Project Address · Contractor Subcontractor D Reinforced Concrete D Shop Welding · Material/Eq~ipment: Weather: w CHRISTIAN WHEELER ENGINEER.ING 0 Pre-Stressed Concrete fiil:Field Welding · Project# Architect Engineer D Reinforced Masonry D Fireproofing D Epoxy Anchors o _______ _ 4925 Mercury Street'+ Sa.n Diego, CA 92111 + 858-496-9760 + FAX 858-496-97.58 i ,1 y ) PAILY REPORT Project Name Contractor Subcontractor 1il Reinforced Concrete 0 Shop Welding Material/Equipment: Weather: Date· w CHRISTIAN Wi-IEaER. ENGINEERING Project# ~OI • '2.1 _Permit# GBO l) ~ q 4 D Pre-Stressed Concrete 0 Field Welding Engineer D Reinforced Masonry D Fireproofing ,. ·-3of l Soo -f 'c.= Time Departed: D Epoxy Anchors o _______ _ Hours Charged: 4 9 2 5 Mercury St re e· t '+ Sa.~ Diego, CA 9 2 111 + 8 5 8-4 9 6--9 7 6 0 + FAX 8 5 8 -4 9 6 -9 7 5 8 ·,, .. ,, . ' DAI.LY REPORT Project Name Project Address Contractor Subcontractor [] Reinforced Concrete D S~op Welding Mciferial/Equipment: . Weather,· Date 7-2S-ol w CHRISTIAN WHEaER ENGINEERING D Pre-Stressed Concrete fia Field Welding Project# Engineer D ·Reinforced Masonry O· Fireproofing Unless noted otherwise, the work observed is, to the ·best of my knowledge, in ·compliance witli the approved plans and specifications. . <:Ra.$.£ 'IC130 lOt,1i1l•fl4. : ~ ~~ Inspector /Te.chnician's Sign9ture . , Reg. # Superintendent's Signature · ~·>cK S~ 'B1ewec: . Ins ector Technician (Print or T ) 4925 Mercury Street'+ San Diego, CA 92111 + 858-496--9760 + FAX 858-496-9758 1 ?.31.:'Fc.Aw '7hl~J/ ~ DAILY. REPORT Project Name· Subcontractor i1( Reinforced Concrete. [TShop Welding Material/Equipment, \'.v'eather: w CHRfSTfAN WHEELER ENGINEER.ING D Pre-Stressed Concrete D Field We)diilg 07 0 Time Departed: Project# Permit# Architect Engineer D Reinforced Masonry D Fireproofing oJO D Epoxy Anchors o _______ _ Hours Charged, M,(L.. C) lo of OF \W, I, Date 7-zb.~O 4 9 2 5 M e r c u r y S tr e e t + S a, n D i ego , CA 9 2 1 1 1 + 8 5 8 -4 9 6--9 7 6 0 + FAX 8 5 8 -4 9 6 -9 7 5 8 ., ,.i' ·., .:1 ni:::ivc..a..vi:,u. I I UJ u I C. OUr-M,; 07/06/2001 17:33 6192868321 ~---...... _._ 01 ~~000~~• -~ unris~ian nneeier ~ngineering; ~age 4 HOLSTON· PAGE 04 w CHRtSnAN WHEELER. EN G I N-E E II. IN C . DAIL R Protec Nr~· IJ.L " J /~'i\,W JJ· . .U.,"'... '°'""<. PraJea# zf;_ \. 'Z \, ·"' W"" t; nl Profw Addrittf J ( • 1 k . I . ·p•fflllt# j Plan FIia # ,"{., 1,~, LJ).} 'l EPOR 1' Contnictor &, ..\. fZ , Js Architect $#{.fl-. C,O'-•," I ,1,i i... t" -0,d .) l.'l IUt" $11b o:ontrcictor • ,~to s.. -Englntr•r el,.~" """t f' i c...(' I A~i .,,..., C" .LA. ,. "-•r.. , . Ar• "-S\.,wJ ' ct.'>1..C:. . -· ., D Epo.1ty J.nc:hort D Relnfor0td Con,,_,. tJ P..S1re11ed CQ11Cre1e D Relnforeed Masonry IJ!. Sliop Wekllllg CJ l'leld W•lding Cl Fireproofing 0 Materlal/Eq~lpmenh ,4.~QO T> 'WY~~(_ ,~.1,2 "''"" be..~--1/r L 'I l, ; t "'" /c Weather-., s~ ,:..,; .. "' " Dell• Tim. .ArrlVN1 JI; J. I) I Tlm• Departad, .J; oO I Hours Otarged, o/ . "7 · 1 i .,_..,,n Lil.,. J J Ad.,, 'IP~ J u .... \. bt,.,,. ( o· t,, "/ .LL. T.t . s.t-1 Ut ... t i,""" -• '/.j' .. 91 1,/ /r llt J,,> t:. II .. , 10~""' J . e, r ~ .,. ~ r e ,,.. '-,, > ~ •-' II~< ,l-fl ; t, . ~ .,.., r.l. ~-. /1 \( <.l, Wt L ~ l ?'"-..I, 1 G., .... ,\ Z e,.L. I~ .. £..#,,.I"' '5. y ,4. \, Ii,.' Alt-C.r<),_,\. .. ! j J.~ ~J "''"' ~ 4..,s,~-k ,t.U.Lt,;~';f,,.( .Jt L,. I u \ .... , Lu., "' -.t..J... ('i'& { . , I . ('O },-I 1-c,jl, ' t.i,~ ,"-tS J,,,..". e,rJ~~; cl e,-..,"' \1t I~ ~ z_ ~"' D {t!'ot' itdV I (,_ ~~w ·c::>o \ C\ 1/H ', , Ii-,,, .. ,._ ~. ~c:: ,~~c M u,,_~,...,."".., .__....,..., ~,. ,.., • .,..,..,_,,,_,_.,..,..,., •• ~·-. _$4'(/ill~ L1£1fJ1f~~:(' ~ N'.I\ f ln,p.6ot/f ldlnlclan's $ignatvre lteg. # $11P41rint.n\, ulgna111,.. "'\ Dot• I"\:~~,~\ Jjo b ~-. , ln1NCtar /Ttchnldon (Prlnr or Tvnel -- -4925 Mercury Street + San Diego, CA 921 t 1 + 858-496•?760 + F.AX 858·496-9758 ~ of &f\<&wd. Proiect Address Contractor Subcontractor · D Reinforced Concrete D S~op Welding · Material/Equipment: Weather: Date -1.-o l Ins ector Technician (Print or T pe) w CHRISTIAN WHEELER. 0 Pre-Stress~d Concrete 0 Field Welding ENGINEER.ING Project# Ehginee~ D Reinforced Masonry D Fireproofing D Epoxy Anchors o ________ _ Dat~ · 4925 Mercury Street + Sa,n Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 •.; DAILY REPORT Project Name Project Address · Contractor . Subcontractor [J Reinforced Concrete · [J Shop Welding Material/Equipment: Weather: Date Time Arrivedf 1·$-l)f ·w CHRISTIAN WHEaER ENGINEER.ING 0 Pre-Stressed Concrete ~ Field Welding . D Reinforced Masonry D Fireproofing observed is, to the pest of my. knowledge,,in·compliance with the approved plans and specifications. Reg.# Superintendent's Signature 0 Epoxy Anchors (] ________ _ Date 4 9 2 5 M e r c u r y S tr e e t' + S a a D ie g o , C A 9 2 1 1 1 + 8 5 8 -4 9 6 -9 7 6 0 + FAX 8 5 8 -4 9 6 -9 7 5 8 >' • •· O_Reinforced Concrete ~S~op Welding Material/Equipment: Weather: w CHRISTIAN WHEELER ENGIN:EERING 0 Pre-Stressed Concrete D Field Welding Profect # Engineer D Reinforced Masonry D Fireproofing D Epoxy Anchors o _______ _ 4925 Mercury Street+ Sa.n Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 ~ of Cortmxw\ , Weather: w CHRISTIAN WHEELER ENGINEER.ING Time Departed: lions. 4925 Mercury Street+ Sa,n Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 -J.0-0 Date OAILY REPORT Prof D Reinforced Concrete Shop Welding Material/Equipment: Weather: w CHR.ISTIAN WHEELER. D Pre-Stressed Concrete D Field Weldihg ENGINEER.ING Prefect# Architect Engineer D Reinforced Masonry D Fireproofing. ( 4925 Mercury Street + San J?iego, CA 92111 + 858-496-9760 w CHR.ISTIAN WHEELER. ENGlNEER'ING DAILY REPORT Project # C. / <?ol-• Z: IQ t' .. 4 Permit# C. e'> i>. i I '70"2.. I Plan File# Contrast;r ' li-'o-~ ~ ..J. a.~ lo e.rJ-S.. Architect S~;;' }4 C'-0-½S. v l ..t., IA C Subcontractor . /oA. ;·~s. i,..e..i.v \$ r:as. Engineer,.-· • 1 r' i .MC,, ~,i.. fur., 4,.,).::. \ D Reinforced Concrete D Pre-Stressed Concrete D Epoxy Anchors ~ S~op Weldin£! D Field Welding ,0 Rei~forced Masonry D Fireproofing o ________ _ Material/Equipment: A • I •I ~I-t/ H · /..l-_t,~?.. 1' c. )-c,.. i''/ ·, / 'tJ' ; I Z Weather: • Date T. A · d • z. ...-c.,.> j r· ·. o d 7'"".., 7 I H Ch d / ,me mve r f; OD·~ ~ : r'tA ,me: eparte , t l ·-crc .., z : 3 c:. ours arge , \a , .. ,o Y , ~ r ;11e.r <;t,.,1,, '2. ~woo J.r,..v<s. i_,. /' .• r-~Jsi:>--3 Sl.so~i. j--;+~..>.,o o">t1./ •· ., ,. ~erJ.:--.(\te-!. vi:-\,~r· e'iv l -A,t.,c.·,Ie,J Pe,r I £'t \\ :e, ( ~ 'iz 7 I J .. 8-. <: . 2 b . < "o t 20 · Z Z .Jc, £ + S ' . , s;...-.dt. bih.)V { .A N?i"icJ~ W&, I~ ,u:r A-w~ ,~ 1 J ~ t:;$? re uS'c... .. 161W /., , , /J Unless noted otherwise, the work observed is, to the. best·of :~ knowledge, in complianc::ith the appro~ed ri'J/]{:nd ~pe~tions. . . ~ ~-. . . /(;)71i-ri/lJ~_----j/~/-1-/----E '-1d/'il:=-____ 7 ..-ro ... or lnspecto·r/Technician's Sign1:1ture ., Reg.# Superintend, r· s11nature T /·1\Aei Lic.,,-c, I (46 l s}c"' -l. lnspecto;/Technician·(Print or Type) . . _,,, Date 4925 Mercury Street'+ Sa,n Diego, CA 92111 + 858-496-9760 D Reinforced Concrete icl' Shop Welding Material/Equipment: Weather: !;)ate "1-t-0\ -~-~- w CHR.ISTIAN WHEaER. D Pre-Stressed Concrete 0 Field Welding ENGlN·EERlNG ·Project# 2. t) /, 2. "~ D Reinforced Masonry 0 Fireproofing . Unless noted otherwise, the work observed is, to the best of my knowledge, in cc;,mpliance with th ( D Epoxy Anchors o ________ _ )-((-( Date 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 ..... -, ..... S-oo w CHRISTIAN WHEELER ENGINEERING Time-Departed: Project# Engine 0-Reinforced Masonry D Fireproofing f:,oe D Epoxy Anchors o _______ _ Hours C~arged: 4925 Mercury Street+ San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 DAIL):' .REPORT i Reinforced Concrete Shop Welding . . Material/Equipment: Weather: w CHRISTIAN WHEaER. D Pre-Stressed Concrete D Field Welding ENGINEERING Project# Permit~ Architect Engineer D Reinfor~ed Masonry .D Fireproofing D Epoxy Anchors o ________ _ 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 DAILY REPORT Project Name , Profect Address Contractor Subcontractor D Reinforced-Concrete D Shop Welding ,Material/Equipment: Weather: Date Time Arrivedr -14-ol w CHRISTIAN WHEaER. D Pre-Stressed Concrete llField Welding ENGINEER.ING Architect Engineer D R'einforced Masonry D Fireproofing , A Soo Gr-• Hours C~arged: ork observed is, to the best of my knowledge, in compliance with the approved plans and specifications. , Inspector /Technician's Signature A) .-, '15,d< $. · n\eOJ~ Superintendent's Sig11ature Ins ector Technician Print or T ) ( 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 Date , ... DAILY REPORT Project Name Project Address Contractor Subcontractor D Reinforced _Concrete D Shop Welding Material/Equipment, Weather, Date Time Arrivedf -14·01 6., - w CHRISTIAN WHEELER ENGINEER.ING Unless noted otherwise, the work observed· is, to the best of my knowledge,. in ~ompliance with the approved plans and specifications. ~~ .. ~}11: . _;tQ:~--'---L?M~~=-=-=---- lnspe~or/?:!:n's Signature /1'? , Reg.# Superintendent's Signature ~)CK 5. :Olewec Date Ins ector Technician Print or T e) I 4925 Mercury Street + Sa.n Diego, CA 92111 + 858-496-9760 + FAX 858-496:.9758 DALLY REPOID' Subco_ntractorJ,,t. 0 Reinforced Concrete ~ Shop Welding Material/Equipment: - Weather: Date . ,:•·-,:-.--·_-;M. w CHRISTIAN WHEaER ENGi°NEERING . ·o P~e-Stressed Concrete D Field Welding ··,,.,. •. ,' f Time Departed: Project# Engineer D Reinforced Masonry 0 Fireproofing D Epoxy Anchors 0 Date 4925 Metcuty Sttcet + So Diego, CA 92111 + 8 5 8 -4:9 6 -· 97 6 0 + FAX 8 5 8 -4 9 6 -9 7 5 8 c,dt\ of Ca,r\~'oa.d DAILY REPORT Project Name [] Reinfo reed Concrete 0 Shop W~lding Material/Equipment: Weather: S . . . \)1'~1 w CHRISTIAN WHEELER. ENGINEER.ING Project # :;).. O \ 0 "2,. } j Permit# C OJ J,30. 4 PlanFile # Architect Stn\th Con.so J.\in Engineer ll"'<\R.. St-rooh.>-reta l 0 Pre-Stress~d Concrete O Reinforced.Masonry O Epoxy Anchors l!'J Field Welding O Fireproofing O ______ _ Date Time Arrived; 3 ~ Hours C_harged: 9 .. 3 .. 0\ observed is, to the best of my knowledge, in compliance with the approved p tions. ~,~ 10BO 1Dlt1'11l--8 5 -():,-0 ---'-~A-£..:;._~'------------'---' Reg.# Date 4925 M«cu,y St«ct' + S,n Diego, CA 92111 + 85g-496-9760[!dr/ :r;:;;/;tad DAILY E.EPORT ·Project Name Project Address Contractor Subcontractor 0 Reinforced Concrete D Shop Welding Material/Equipment: Weather: ce Sunn Date Time Arrivedr Ins ector Technician (Prfot or T ) · w CHR.iSTIANWHEaER. ENGINEERING Project# ~0\. 2\'1 D Pre-Stressed Concrete . jlFi!!ld Welding Permit# Architect Engineer 0 Reinforced Masonry D Fireproofing Plan File# D Epoxy Anchors o _______ _ Hours Ctiarged: "'1, 4925 M«eu,y St<e<t + San Diego, CA 92111 + 858-496-9760 + FA;J~:i'~f ~l~a.tl DAILY REPORT Project Name Project Address Contractor Subcontractor D Reinforced Concrete D S~op Welding· Material/Equipment: Weather: Date Time Arrivedr ~ 'i· 0 J w CHRISTIAN WHEELER ENGINEER.ING 0 Pre-Stressed Concrete \a Field Welding •• -Time Deparied, Project# Permit# Architect Engineer 0 Reinforced Masonry D Fireproofing Ill, - 0 Epoxy Anchors o _______ _ Unless-noted otherwise, the work observed is, to the best of my kriowledge, in compliance with the approved plans and specifications. ~~. _:I.CSO Jot1"11"1l-OS __________ _ lnspector/Techriic'.an's Sign~ture A1 , Reg.# Superintendent's Signature Date . ~ i Ck S ~ ~,ewec Ins ector Technician Print or l e) 4 9 2 5 Mercury Street + Sa. n Diego, CA 9 2111 + 8 5 8 -4 9 6--9 7 6 0 + FAX 8 5 8 -4 9 6 -9 7 5 8 ·t \.' ,, ~ ... ·t.· .. • ,, ~;.· ~·---. c..:,·.: r~:-~- A$ I ..... tJ Reinforced Concrete D Shop Welding Material/Equipment: Weather: Dpte 9-'i-Q{: . ..,~-· . .. -~·-··_,:-,,,.-···n'~ CHRISTIAN WHEELER . ENGINEER.ING r ~._i;.:1 . Project# ;}(;,/ · a--J "} [] Pre-Stressed ·concrete D Field.Welding Time Deportee;!: Engineer jJ • .. rll 4te- · D Reinforced Masonry 0 Eireproofing Plan File# D Epoxy Anchors o ________ _ Hours Charged, io1v .Z.- ~~/-.. " t-,-,---"----'--j---,--,----"~~-=-~-_.._---:;'----.;:'-1-=a..--'-':--e--'--''--'~-....,..,---"'---------""-'---------~ ~·· . ~-:,-~ ~.;":.".!.:.;:~_-.. ... •' ' :. ';. . ...... . ··. t: ... t'-:---'----"--4-'----"----'----'------;.---------'-----,..:...-"--'"----'---'----"--------"'--------'-------------; :t': ::-f:\: .. '•''.. 1,i_i,,r'-,-:-.-""·-·-',--+-------,-"----~'------'------..:.:..---------"-'---------'---'------'---------1~; .. -·,,~, .. -~. ·-,. Fi:--~. ~--_:_ i;: •(', i . ·(. . .-. f' ••,,I•. 4!J'25 'Mercury Street'+ San Diego, CA -9'21'-11 + ' ·f'-0/. -.• '+-i . . t Date 858-496-·T: ".AX 858-496-97~ ·-:>\:-·.~~ of (rutt. ,,,· ... ·_,,., ... / EsGil Corporation 'l.n Partnersliip witli (jovemment for '.Bui!aing Safety DATE: APRIL 25, 2001 JURISDICTION: CARLSBAD PLAN CHECK NO.: 01-1394 SET:I D APPLICANT ~ D~REVIEWER D FILE PROJECT ADDRESS: 2180 RUTHERFORD ROAD PROJECT NAME: CALLAWAY GOLF 2ND STORr ADDITION .o D D D. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with th;e_'jurisdiction's building codes when minor deficiencies identified below are resolved and-c.hec_ked l;)y.building department staff, . . The plans transmftted herewith have signifi9ant d_eficiencies iPE?otJfiE?d: on the enclosed ch~ckJist. · . and should be corrected and resubmitted for a com_plete_re.che.~.~~-, The check·list tr~msmitted-herewith is for your.in_f9rmatiQn. Tt'!~,-pJ.ans are being held 9t Esgil Corppration ·until corrected plans are submitted fo~ re_chep~:-: 1:; ·. · The applicant's copy of the check list is enclosed f9r th.eJurisdi9tion to forward -to the applicant -contact person, .'.: The applicant's copy of the check list has been sent to: · · ., .... [8J Esgil Corporation staff did not advise.~h!3 app]ica.nt th~t the pl?n ,check has been completed. D '·Esgif· Corporation,-staff did advise. the ··a,:p'pliqa~t th~t the.pl?n(?hf3'Ck 'has been completed. Person contacted: Telephone#: Date contacted: . {by: ) · . Mail Telephone J? {(.,_ In Person , )__., REMARKS: # 1 ): Applicant to note allowable floor as are unlimited; # -if Specify 2nd story additior:i is 1,474 on cover sheet of plans; # 3): 13 ease submit the name & information of the Special Inspection team to the city for review approval prior to the permit being issued. By: Ali Sadre Enclosures: Esgil Corporation 0 GA O MB O EJ O PC 4/16 trnsmtl.dot 9320Chesapeake Drive, Suite 208 + San Diego, California 92:123 + (858) 560-1468 + Fax (858) 560-1576 --. .,, ,, VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Ali Sadre PLAN CHECK NO.: 01-1394 DATE: APRIL 25, 2001 BUILDING ADDRESS: 2.180 RUTHERFORD ROAD BUILDING OCCUPANCY: B/Fl TYPE OF CONSTRUCTION: VN/SPR BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. 2nd fir. Add. 1474 33.00 T.I. (1st fir.) 1784 27.00 . Air Conditioning 1474 3.60 _ Fire Sprinklers 1474 1.80 lOTALVALUE Jurisdiction Code CB By Ordinance 1994 UBC Builoing Permit Fee l•I 1994 UBC Plan Check Fee Type of Review: 8 Complete Review D Structural Only D Repetitive Fee [ERepeats Comments: D Other D Hourly ..... l ___ ___,I Hour(s) * Esgil Plan Review fee ($) 48,642 48,168 5,306 2,653 104,770 I $638.581 $415.071 $332.061 Sheet 1 of 1 macvalue.doc 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ~". . . . , ': -t . :. ! l • ,' •• ~ 5-23-2001 12:37PM FROM HAY-07-01 ~ON 09:49 AM Rpr 26 01 oe:22p FAX NO, Sl!li ~ht:on$u l t.f. n~Ar-oh.i t.ect:s 858-793•4'/tn P. 02 ,... ~ .... . . .... IP&CIAL INSPECTION PROGRAM ADDRUS OR I.EGAL. DIICAIPTION: ~lo ~nt#t!~ tw;>, ~t\6.o U,. . ~-I PLANCH!CKNU,.,a 0-\~ct'< .:t11na•1NAM1: _cA1:.t.flcJA-Y .saiF . ' Stlnecl. _________________ _ , ' :,•:;'I'!:: 2.. Nime(sJ ~ lndMdulfC•> et~)-na;on..,. fof'IM lt*llt tn,•atfons fttted ainwe: A. CIMJmlftJ w~ ft..\.111J(;8t..1¥4 , . ··" c. _______ ......., _____ _,... ___________ , .. 3. DUIJ• of thl ... l J~to,h 'llrtc ..-. uow:. A. o+:: e>f: .:n,1-6 1¥~'(-= , . . p l JU , "· -----------------~--....... --- c. -~-----""""""' __ ,........_........, _______ ~-- P.2 PLANNING/ENGINEERING .APPROVALS PERMIT NUMBER CB Off 1/11/ . DATE ADDRESS a-rgO t(/le1c~ tg()----+---+-----1,--..-- "RESIDENTIAL ·RESIDENTIAL ADDITION MINOR < < $10,000.00) PLANNER -a+-,-,,...i,---~---- E NGIN EE R, ~ . (yA ~ Dots/Mlsforms/Plannin!i Engineering Approvals TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE·FAIRE COMPLETE OFFICE BUILDING DATE -~...,__-+--- •,j ENGINEERING DEPARTMENT .-FEE CA.LCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. Address: . o1, l<t} 0 K~ ~ Bldg. Permit No.UC> / -l ~'::><\ Prepared by: !Lu-(, Date: ZS-{) l Checked by: . Date: ____ _ . EDU CALCULATIONS: List types and square footages for all uses. Types of Use: ~ Sq. Ft./Units: °;3 3'/l--EDU's: ,.{JJ7 Types of Use:---'----------Sq. Ft./Units:______ EDU's: ____ _ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: ~ Sq. Ft . ./Units: 3 31'2-ADT' s: -'---/ <.a'---,_c;_ Type~ of Use: ______ _ Sq. Ft./Units: _____ _ ADT's: ------ FEES REQUIRED: WITHIN CFO: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO 0 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: =$ / 7 0 2. TRAFFIC IMPACT FEE ({a _C) d-~ / ADT's/UNITS: X FEE/ADT: ='$ L{o5-( ·eo D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 _) ADT's/UNITS: X FEE/ADT: =$ ~ :, D 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: =$ ~ z 0 5. SEWER FEE EDU's: • .G:;>7 FEE/EDU:f? ,S-':) /~71. 3 t,/ X =$ BENEFlt AREA: J EDU's: hf? X FEE/EDU: /094! =$ ·73J/ 3~-./ I 0 6. SEWER LATERAL ($2,500) =$ ? .c::::::::=: 0 7. DRAINAGE FEES PLDA HIGH /LOW ACRES: X FEE/AC: =$ ~ D 8. f>0TABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE. IRRIGATION 1 of2 Word\Docs\Mlsfonns\Fee Calculation Worksheet Rev. 7/14/00 Carlsbad Fire Department -- 011394 1635 Faraday-Ave. Carlsbad, CA 92008 Plan Review Requirements Category: . Fire Prevention (760) 602-4660 Date of Report: 04/23/2001 Building Plan Reviewed by: ----------- Name: SMITH CONSULT ARCH Address: 12220 EL CAMINO REAL STE 200 City, State: SAN DIEGO CA 92130 Plan Checker: Job #: 011394 ------- Job Name: Callaway Golf Bldg #: CB011394 ------------------------Job Address: 2180 Rutherford Rd Ste. or Bldg. No. [gJ Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and I 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 compiy with iRstructions 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 attac~ed conditions. The approval is based on plans, information and/or specifications provided in your submittal. 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. 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 011394 2nd FD File# 3rd Other Agency ID Carlsbad Fire Department 011394 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: 04/17/2001 --------a....-------------- Building Plan i Reviewed by: Name: SMITH CONSULT ARCH Address: 12220 EL CAMINO REAL STE 200 City, State: SAN DIEGO CA 92130 Plan Checker: Job #: 011394 ---------- Job Name: Callaway Golf BI d g #: CB011394 -------------------Job Address: 2180 Rutherford Rd Ste. or Bldg. No. D Approved D Approved Subject to ~ Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and I 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 carefully all comm~nts · attached, as failure to comply with instructions in this report 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 I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review arid approval. 1st 011394 2nd FD File# 3rd Other Agency ID ;ii • C ._.,. Requirements Category: Building Plan Page 1 Requirement: Pending 05.14 Provide Technical Report To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the Chief is authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified· engineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief and the owner c;1nd shall analyze the fire-safety properties of the design, operation or use of the building or premises and the facilities and appurtances situated thereon, to recommend nece_ssary changes. ( 04/17/01 PRIME STRUCTURAL ENG.INEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 STRUCTURAL CALCULATIONS Callaway Golf -Mezzanine Additio Golf Ball Hitting Bay 2K1-50 Page 1 -25 , Page L 1 -L 19 REFERENCE ~,, - . . .. -. ;;s ...i-f;- CALLA'vVAY GOLF ·--···-· ·-····---. -- -· ·--.-PRIME · -XlB: ···-,,:--. ·smucruRAL o;..re: ..:J.+!--4"1! f---·-. --·· -. -.... -------·---·---·· -----·· ---------· ··-· ··-·· · -------~-------· · -El'GINEERS H; ~ 1 NEIN ME~AN(NE ADDlT(DN _LpA_Ql_Ng-, .. __ ···-________ _ -. ----':"-· "" -. -----. ~ ----·--. ------·-·-----·- ~p ______ ~~ p __ --. --·- LO ·-··-·----___ ... ____ . _F\lN(Si-l_ .. FLOOR\NG ... --·--· ---··--· --------------------------·---------------- 2-1/2.'' ~T. WT. CoNC. 3G. r"f ---·--~----------~--------·-----. --------·------------------------- . - ?::, 11 METAL DECK \, q ------------·· -------------··. -... -----·---. __ S_~~?._f.:E~CED ~l-~tN~ __ 1~?.. _ .... _____ . q" RAISED FLR S'fSTSM ---. . -·-· . -----. ... -. -· CABU:.S b)--DUCTS ---. ----·----------------- MISC. PARTl TlDNS ----c.,. • -.,.. l2.0 2,5 -~8:,_Q psJ_ 2-0, 0 L.lVE LOA-D : t2S,Oosf -... ··-----·· --· --·-· --··--+--.. - -. -.. --------· ----. ----·---------~-. --- d-' . "" .l = -(P . ·----. . ' . -- _J..1 CALLA WA'( .. G:oLF : --.-~ ---:-· -. : r_ i£_ PRIME JOB: -_ --· -------:-~--·-: .N~! ~E~~-· FMM·1~iL__: _____ . _____ -----------------: __ e~lfN=-~~-::t::=- ---· ~-••. -. .l. • ·-;...,_ ;··-·· ---·· ··-·-.. _ •••. --..•• -·· ··---· ·-· -·-··---, ···-- -COM POSl Tt. BE-AM. . BC:.Sl<:rN . --, ---· .. ,-·---·-----~·-···----·-·:--,----·------------------'----------------------·---- ~~-_ ~~-··~ -B-1-:_' SP~~_: ~i_'t r __ : ____ -~~----···· ~-.--__ -_ -··--------:_-·_· _ _,_:---:----__ -_:_--~~ ~-_1 . cqN~T~S~lON ___ ~o0D _ ~P~to_~_ .I9.. __ c9N_~.. H_0~Dt?~t~G:). _ _ . !· . . D~ ~-09 psf x ~5' )_~ __ (?~ ?ISL_~ WT: Of_ ?Op\_f --~ 303, S p\f _ -·-r _ ~ =-2,0psf X 6,S' . _ _ ___ .. :: (30.Dp!_f ___ . .. . --.. . LOAD AFrGR CONC. HARDEN(~\(¼ .... -.. ·-----· . . ----.. --· ~ ---. . . --- _ DL = (?.~P-sf__ 7--_6.~')-+ _[00 p!_f __ (~F_f=lT) -t-303,5 :: G51 plf LL ,:. 12.s-ps_f Y:-_ €.~ 1 = ~[2,? _plf. _ -- B-2 S,PAN ::... trr-t"/ '' t . .., . . PRIOR TO coNC. HARPE-NlNCT- . DL eo·. t 3-9' ps{ ,< __ c¢_.s·i~~?):j(_'.(~ }_~~ _ r;-o plf >== __ :?.~~-i!t - ~::. 2.0 psf X 8' _ ~ _ l_f;O _plf . . - AFf~R . CON~· HARD~!~&._ DL=-362._ptf + _(-3_'1 psf ,,,_ 8') LL =-l2.S· osf->t-81 I • USE =-~114p!f -=-[000 plf W 12 Y. (4 W/ [6-3/4'' cp STUDS, --___ l I I ----, I -........L I I c~ ¼1..-;.-l _....._ I ! l i + --+ ! _i --1 ·--! ! t :i-• ----- ·1 CALLAWAY GOLF NE-W Mc&. FRAMl ~<l (CDNT-) . --. ----. _ _.;... ___ .,.., __;_,_._..:;.::.;__ _ _;__;__;___:.;__:..:___:_.:...:_L__ .-,, , ,-, ~· ·-·--·· .. -· ·--+- -... ---FRI-N..,.~E---JOB-:::-:-:--: i-u.i~t~·-;;.1-?:=1---J smuc,., tnAI CATE: c,/., l_u. ~,:-·---.---.. L~.iNffRS SHY:~ -t Cl......,, . f' ---·----.. . ---·-------.. _._;;,_ ~ ·----··--·---· --"-------~ I '· S-3 ----·-··------·----·---------------------------·-------·----------·--·· ,_ --'--------------------------------------------___________________ _,__,. ' . ___ PRloR __ To CONC. HARDEN i NG- -_p~ = ___ (_~{p;f._~-~~ .. ?~(:--~~-plf _-~~ ~-t-~f~ pl_f~~~~----~-~--__ -------·------------ ____ j_ .. _LL _= ~ psf x_ ?-~'-.. _____ ... _ ::. ___ ~O.c;>,_pif ____ _ __ __ t,F_rE-_R ____ CP.N<;._ _____ tj~QE~_I~~ __ QL= l1-~-_s plf _!: ____ \~q_ps_£-Y ___ 2,_?.' )_:: _ LL= 1?,?p-?.f_ ___ x_ __ 2:~· _ ::: ~4? pJf -- 3[2, Splf . . -. l ---------- ' ----··---' ' ' ' -------, -. •----·-. j '' --us E w l 2.r-14 w/ ! b -3>/4'1 4> STv. o s . c ~ 9'?" .i ... -·----! . _ _L --------t l -----· ---I I I .• -----------• -----• ---i.. --· ---' ----------.. ·--· ----...... ------' --· -----·------------------------ -· . ---··· ·--·---------------· ----------------- --------· ·---- . ---------------------- ----~-----~-------------H-------, i ; ---------------------·-------,----:-- .... 1-f., .. .,.._ --------- -..? (ALLAWA'f ~OLF. ,\.). -·-· .---'---------,.-- ·-· -· --~ .j' :i ~-· .. -· -·-r,.PRfME. x,a:·112,·zl .. i __ . STRUCTIJRAL o.-:-~ ,,;j \, ~ ENGINEER& s;r : ~ ······ . f ~ NEW MEt:~. FRAtv\lN~. (CONT-)_. __ .. .l . --. '. . .. -------., --. . . --· l . -· ·----·· . ---~ -----------____ ..,. __ ---· ----. ··---·-···------B-4 ·--·--; ,--·-··---···-··--·-··-··-·· ·········. -· --···· ···p···-···---·-.... -··--··· .... . .... ..... .. ··-·-·-·· ········-· -··-·· ......... ;· ', . ·----·-·-·--······------(.µ) C\4.''·i--J 1.lb•' ·-·--------· .. ----·· --·· --·-------. ·-· -·-·-· ----·-···----·-·--·----!· -··· -· -... ------.... -------· 1' f 12'-o··:t P FROM 6-2 ·-... -----------.. ---· PD = s. q2i< ·Po-u. =-'{. [ IC PL..~ 8.riq~ Pt...'-t-1.. : t4. Ob~ 8-S p · · · ·--· · ... 4' --i,·-· · ·-~~b" (J..) .. f t VJo = l'.2..8 DI f &-)p-u = l5"3. b plf ·-· ---· ----~-.. -------------------------r------__ , ___ ---------------.. --- c,,) 12.5· 'f' . ~() 0 Ir ........ ·---···· --····· .~: ... · .......... P._tr ·-··-.. 01.::'.::·::= .. :-:: o~ .. P'-~ ---·. . -· U ~ I. 2 D t 1-6L w D---t-1. =-( $.i 3. b pl_f.. ,· lv L.· u -= _ ?.CO~ C? pl f__ __; Wl2Xl4 ! i .. -----i -1 ---l l ' ... _i ! ··--·-' i ----4--} ··--·--' r . ! 'i .. ---------------~- f ----__ , ' . fo. =<. (rrg psf )( ~, ~-' ~:; _tj. aj· -~ iJ )_ ~:-·( S~?P! f -~ 1 ~:_ss_.->C Y2__~ = 4. q ~ 1 ::[i~~----e. Pt..~ -~~~_p-sf _;<_ ?.-_;' x .. ['f.~?_' x. ~ ,._ r,. \4K-, 'Pi:u."'-{l. ; -·----- ' ---___ , --~ CALLAWAY GOLF. * t ~ : .. ,, . i .. ~NJ:Wl. JMJ~: : ~Ml NC:r ~ (iNi)--~ ----~ },-A--~--~L~~~--e~·~~e;;..· -fr-~-·~--.;;.-~SC~~---·-,-r---+- t -1: : ! ;I, ! I . ' ; : ' ;--·-;...._ ---~ .. ; --.1°·~-: ·: t--r-. I ; ~ i :'" ----.-• -. --··----· -------------. --. -, --·-•-·--' B-{;. ' ·i . : . I • ·-· ,_ ... ---·· ·-" ---.:-f---~-.. .;..,... __ :.. .. _,_;..,.._ ____ -----------------,-------·--·-··--··-.. ..;... . . : p, : ' p, B. . : , . . ~ ~-21 : . ~ : 6:' ~ _ -V ~ . '. . . · ' .. _: _ ···-__ ~~--t. '. ... ; l'.2~~·;·: ··-~: _t 4-~·1,~: . ' . ---, ·-. --------. ---·· .. --.. ~-~ ~ ~}~~_p;lf. _ ~-~ ~ _: '. t 2:S p If --. --. . -. . : . i . -., . - _ .. :. PLD =:. 4_9 ~ : P1L :: ff, [4ic J • ; • ---• : P.2. FRDM 6-3 P.20 -=-2.\5 i--: .... -. . ----. -- P!2.t.... = 2. rrs·ic- c,.) D-~ :: ~ 1?3, t? p_l f _ .) u-->L,-l,l -: 2-p?,C?_ plf Ptt:>-t.t -== ~.88 i:: RL-t,1._ ... l\ -4 ):: . ---.. --· M{,\ = 4S, !. ry 1<---ft < G3.'1 ·~R.. Lr -=-rr. 9 ' TRY W lZ..r--14' ---: ·--' ---. . S-6(11q6 , 6_ L=trp -:. -. 2~000 ;<, [30 2405qt 2..qooo ~ l3o ·.'..:·OK _: . .., - I I I _j_ I ' ----'- ! _l_ ' i --r i __ j__ i + I ·----! i ·-· ---r- i ___ t_ I . ! ····-----+ -··---·' ~. -~.,. ..... -,_,. ~-.,_ CAL1-AINAY GOLF " •$ ,--_ .... -_ ~----NEW--MEiE~ -FRAM-t NG: C CON TS ~.~ ~---~-(A_ ~~-i,~1-'m ~-~ ____ .. .. .. ___ ·\ _ _ __ .. __ _ . _ _ _ _ _ _ _ .. ~ ENGINEERS. -~T _; ~! _---1_ B-7 ·.. -' " ..... ·-··--·----------------------------·----------------------·-----___ .,_ ... --·t . p ~ .~ .. ___ .... ---~ ..... _ -------··-I G4_' ~ G~~-'---. ______ .. ______ .. ___ --· _ _ _ . -·· ----·· ____ ---· ~----~~--~-:~. __ _ ______ l t ['~Lo" 1 U ~ I. '2..D + LG L --. ---.. --·-· . ---. -. -. ~-" ~--__ S.Ei--t .. ~~ _ 9£. __ ?:O_f\ f_ .u:>~ .. " Ge_ p_lf. _ -------; Po = 8.46 ~ + 4.9~ .. -----·· . -· --.... . _ _ ____ P1..:_"' _t_~: ~ f.: ~---~-'_4j;<. . ---·. -. . . Mu-oox =-.. \~--~~_~-::ft < t66 (C.-~ e VJ l6' xU:, C L: ,c 30 I in 4) -··-·---·----' 6r.,_ .2C(OOO X 30! .. ---------__ ... - L --,:. ·0:::2&4in =< --~~ ------·-----•• f• _ _ _ _____ 8 __ _ ( 0 @8 8 OD ;:, -2.q 000 ;< -3::>i ---=· ---0,-12s--r11 . ·-------,.-,. ·, t-----------·--6-8 ,. .. ··p·------· -p· · · "6,2' J,-b,z:·---i,-----···v> -· . r . . Wo = S-Oolf -.. -... ---. I . ·' Wo--u =-~D plf _PP __ = ---t 3. 3(? I(:._,·-· Po-u " t6'.o t~ .. -. -. '"--· ---. ----. -----· PL.. ~-l '1. 6 ~ ) PvtJ·., 2..8.lGf- --. -. . --· Mu= 241. 8 i::..-":_ <. -294 ~-f.:. @ Wl8 .x40 -6· -T~ 2 .. qooo )(. 612 . L · -----0, ~G-·rn · ~--43 { -----·--·------··---.. ---.. ----· ----· -----------· --. - 35 ri 8 'l 't Cf . . . ·---.:. 0.· 2 . \Y'l .. 2.qruo )( 6\ 2 ' · --------. ----- -,.. -------· --------------- \)i-COMPOSITE BEAM. DESIGN AISC LRFD The steel deck perpendicular to beam (Un-shored construction) ., Description: B-1 f'c= 3.00 ksi Gone.wt= hr= 3.00 in (norminal steel deck rib height) wr= 6.00 in (average width of concrete rib) 115 pcf Nr= 1.00 (number of stud connectors on a beam in one rib) , ·'- FmME .b9: 214-fc smucrurw. oATE: f.t/J!IP.t. ENGINEERS SHI : ..:eL_ Hs= 4.50 in (length of stud hr+1.5") Qn= t= 2.50 in (concrete above steel deck) Fy= 50.00 ksi Reduct. Qn= 0.85 Phi*Qn= 17.70 kips/ 3/4" dia. 15.05 kips/ 3/4" dia. SPAN LENGTH = 25.75 ft Trib. Area = Beam spacing side 1 = 6.50 ft Const. LL= 167.38 ft'2 19.72 psf Beam spacing side 2 = 6.50 ft Edge Bm = o (yes=1, no=0) Load Tabulation-Service construction Load·Factor Factored·load Service Load DL= 0.657 LL= 0.813 TL=----,1-_4"=7'='0-- 1.20 0.79 0.304 1.60 1.30 0.130 kips/ft kips/ft --2~.0=9---0,-.4"'3..,.4-kips/ft flexural design Strength· Mu= Ms LL= BM size= bf= d= 173.09 kip-ft 67.34 kip-ft W14X22 5.00 in 13.74 in tw= 0.23 in tf= 0.34 in Tmax=As*Fy= 324.50 kips b eff= 77.25 in a=T/(0.85*rc·b)= 1.65 in Area= Sx= Ix= Zx= k= Mu=Phi 'Mn=phi'As'fy*(d/2+Yconc-a/2)= 26.89 kips Phi*Vn= 0.57 kips/ft 47.43 kip-ft 12:65 in'3 1122.67 in-kips 1052.29 in-kips Mu/phi= 203.64 6.49 in'2 29.00 in'3 199.00 in4 33.20 in'3 0.88 265.40 ft-kips 85.33 kips W14X22 O.K kip-ft >Mu, O.K O.K Vu= Unshared Construction Wu=· Mu= Zx req'd= Partial Composite Mf=Ar(d-tf)*fy= Mw=(A-2Af)*(d/2-tf/2)*fy= Mc=Mn-Mf-Mw= 268. 70 in-kips Sum Qn req'd= 81.13 kips NrElq'd= Nmin req'd= Capacity of partial campsite beam Sum Qn= a=Sum Qn/(0.85*rc·b)= At1 req'd= Acs=(As-At1 )/2= d eff= PNA=k+(Acs-Af eff)/tw= Sum At= C.G of At= Ac= Mn= Phi*Mn= Check Deflection- 'tr= I eff= Delta L. load = Delta D. lq~p = 5.39 11.00 9.00 lCi 82.75 kips 0.42 in 11 -3/4" dia studs 0 Partial Composite 1.65 in'2 ·Af= 1.68 in'2 2.42 in'2 PNA below top flange of BM 11.99 in Af eff= 1.87 in'2 3.272 in fror'n,below the top of beam 4.07 in'2 Sum At= 203.62 kips 3.17 in from PNA= 7.30 in 120.88 kips 214.22 kip-ft 182.09. kip-ft Phi*Mn>Mu O.K 814.51 in'4 509.8.2 in'4 0:78 in Udelta= o.5~ in 396.08 O.K .u.sa W14X22 11 0.52 -3/4" dia studs inch w/ upward camber= . " ·' COMPOSITE BEAM DESIGN AISC LRFD The steel deck perpendicular to beam (Un-shored construction} Description: B-2 fc= 3.60 ksi Cone.wt= hr= 3.00 in (norminal steel deck rib height} wr= 6.00 in (average width of-concrete rib} 115 pcf Nr= 1.90 (number of stud connectors on a beam in one rib) Hs= 4.50 in (length of stud hr+1.5") Qn= t= 2.50 in (concrete above steel deck) Fy= 50.00 ksi Reduct. Qn= 0.85 Phi•Qn= 17.70 kips/ 3/4" dia. 15.05 kips/ 3/4" dia. SPAN LENGTH= 17.58 ft Trib .. Area = Beam spacing side 1 = 6.50 ft Const. LL= 140.64 ftA2 20.00 psf Beam spacing side 2 = 9.50 ft Edge Bm = O (yes=1, no=O} Load Tabulation-Service DL= 0.674 l:L= 1.000 TL=--..,..1.""'57""4,-- construction . Load Factor Factored load Service Load 1.20 1.60 0.81 1.60 2.41 0.362 0.160 0'.522 kips/ft kips/ft kips/ft flexural-design strength· Mu= Ms LL= 93.06 kip-ft Mu/phi= 109.48 kip-ft BM size= bf= d= tw= tf= Tmax=As•Fy= b eff= 38;63 W12X14 3.97 11.91 0.20 0.23 208.00 52.74 kip-ft in in in in kips in a=T/(0.85·rc•b)= 1.55 in Area= Sx= Ix= ZX= k= Mu=Phi ·Mn=phi*As*fy*(d/2+Yconc-a/2)= Vu= 21.17 kips Phi*Vn= Unshared Construction Wu= 0.69 kips/ft Mu= 26.67 kip-ft. 7.11 inA3 521.88 in-kips 693.36 in-kips 4.16 inA2 14.90 inA3 88.60 in4 17.40 inA3 0.69 157.38 ft-kips 64.31 kips W12X14 O.K ZX req'd= Partial Composite Mf=Af*(d-tf}*fy= Mw=(A-2Af)*(d/2-tf/2)*fy= Mc,,Mn-Mf-Mw= Nrecj'd= 98.50 in-kips Sum Qn req'd= 52.00 3:46 7.00 >Mu, O.K O.K kips Nmin req'd= Capacity of partial campsite beam Sum Qn= a=Sum Qn/(0.85*fc*b),;, 6.00 tel Z -3l1" dia studs At1 req'd= Acs=(As-At1 }/2= d eff= PNA=k+(Acs-Af eff)/tw= Sum At= C:G of At= Ac;, Mn= Phi*Mh= Check Peflectioo- 1 tr-= I eff= Delta L. load = Delta D. loa9 = 0 52.66 kips 0.39 in Partial Composite 1.05 inA2 Af= 0.89 inA2 1.55 inA2 PNA below top flange of BM 10.54 in Af'eff= 1.03 inA2 3.322 in from below the top of beam 2:51 inA2 Sum ·At= 130.33 kips 2.87 in from PNA= 5.72 in 77.67 kips 120.74 kip-ft 102.63 kip-ft Phi*Mn>Mu O.K 438.61 inA4 264.71 inA4 0.37 in Udelta'= 574.34 0.K 0.3Q ir, Use W12lli I 0.30 -3/1" dia studs inch w/ upward-camber= \r " u '~ ;., COMPOSITE BEAM DESIGN AISC LRFD A PRIME JOI : ,;;.J;1 -;:_,; smucruRAL CATE: .::t.Lt.t.lH ~ ENGINEERS_ ff : .::iL. The steel deck perpendicular to beam (Un-shored construction) Description: B-3 re= 3,00 ksi Cone.wt= hr= 3.00 in (norminal steel deck rib hei~ht) wr= 6.00 in (average width of concrete rib) 115 pcf Nr= 1.00 (number of stud connectors on a beam in one rib) Hs= 4.5Q in (length of stud hr+ 1.5") On= 17.70 kips/ 3/4" dia. t= 2.50 in (concrete above steel deck) Fy= 50.00 ksi Reduct. On= 0.85 SPAN LENGTH= 17.58 .ft Trib. Area= Beam spacing side 1 = 4.13 ft Const. LL= Phi"On= 36.26 ft'2 20.00 psf 15.05 kips/ 3/4" dia. Beam·spacing side 2 = o.oo ft Edge Bm = (yes=1, no=0) Load Tabulalion• Service construction Load Factor Factored load Ser,ice Load DL= 0.245 LL= 0.313 1.20 1.60 TL=---,.o"".5.,,.58,--- Flexural design Strength· Mu= Ms LL= BM size= bf= d= tw= 30.67 kip-ft 12.07 kip-ft' W12X14 3.97 in 11.91 in 0.20 in tf= 0.23 in Tmax=As•Fy= 208.00 kips b eff= 24.75 in a=T/(0.85"fc"b)= 3.30 in Area= Sx= Ix= ZX= k= Mu=Phi ·Mn=phi"As"fy"(d/2+Yconc-a/2)= Vu= 6.98 kips Phi-Vn= Unshared Constructjon Wu= 0.26 kips/ft Mu= 9.93 kip-ft 2.65 in'3 521.88 in-kips 693.36 in-kips 0.29 0.148 0.50 0.050 0.79 0.198 Mu/phi= 36.09 4.16 in'2 14.90 in'3 88.60 in4 17.40 in'3 0.69 144.49 ft-kips 64.31 kips W12X14 O.K -782.20 in-kips Sum .Qn req'd= 52.00 3.46 7.00 kips/ft kips/ft kips/ft kip-ft >Mu, O.K O.K kips Zx req'd= Partial Composite Mf=Af"(d-tt)"fy= Mw=(A-2Af)"(d/2-tf/2)"fy= Mc=Mn-Mf-Mw= Nreq'd= , Nmin req'd= 9apacity of partial campsite beam Sum On= a=Sum Qn/(0.85"fc*b)= 6.00 m'. Z -311" dia studs At1 req'd= Acs=(As-At1 )/2= d eff= PNA=k+(Acs-Af eff)/tw= Sum At= C.G of At= Ac= Mn= Phi*Mn= Check Deflectjon· I-tr= I eff= Delta L. load = Delia D. IOi:!d = 0 52.66 kips 0.83 in Partial Composite 1.05 in•2 Af= 0.89 in•2 1.55 in•2 Pt::l6 below top flange of BM 10.54 in Af eff= 1.03 in'2 3.322 in from below tbe top of beam 2.61 in•2·sum At= 130.33 kips 2.87 in from PNA= 5.72 in 77.67 kips 119.77 kip-ft 101.80 kip-ft Phi*Mn>Mu O.K 370.61 in"4 230.49 in"4 0.13 in Udelta= 1600.35 0.K 0.14 ii] w/ upward-camber= 1 0.12 -3/4" dia studs inch ..... ;..'!1;. f· '",:i_?.~.~~,,:. :~_::.=,".~_,_-,~~-·-~.~t_r.-.t_··~-~!_~_-·, -~: :"?·,,· -~:>.~---~~/f'. ,:: --:._:.:. ... _~i~j~\.,, ,'.;', " -~ .. -.,_:~._~ -·.;.:_·...::..,,L~ .'~ '-~).;:; -• ·::~f:-_:: .-:-:~ .": ::,_.:_:_ ,. ~ r;· t:"~..:.:.. -.ii ,:.,· .. _-;_· .. i ':;~~t~r::,'.;~'t'.,_-'.-'.;: :-;-_~.-.-s1P.12vls0b4.148TBEAl't ANALYSIS·: PROGRAMs1p9v1s0b4148T" ·,, (6. 60fsOato: 00h12v0s0b3T ···~ ~. : , . ;_.,,.-~:-_ '--~ > .--~ '·i. · _;:.:r_ :~1·~ -:1,' L• • ,., .. -~ -~ -.:~-·: ·if ~)~:-~;ti~:~·.::· 0.657 0,813 0.00 25.75 REACTIONS (kl lOAD ·· ·"" LEFT- Dead 8.459 Live 10.461 Total 18.920 MAXIMUM .FORCES V max 18. 92 1: · @ M max =· 121. 80 k ft @ ~·-::. ' . ( LIVE Defl L-/ 240 LJ :m, L l 480·. EI 6242630 9363945 _12485261) RIGHT 8.459 10. 461 18.920 0.00 ft 12.87 ft . ~ ·--· .,. ·-'• - . ' . ,,.._ "-'--:C~~ ...... -.... ,. ' .,. 1;• s ,...,,. .-.-::~, .. A·~·-~:•:~-- ,_ ·~ ,• ·~~' '•. • < n" ,,·, ~ '· < ,,,_.' ...~-:-- / . "'~ ' :~ .! . :--~~.f--::_; • .-,-~-f-t~--:,~ :: ~~~:-: --->·. ~. -, .. :, ·~-., . \ . .. -,; . ".!~: ·::. ... s0B03/15/01 ·"' .2K1-50,. 1:~G~~~~~~· ~~~~~~·:;.~·'*'·A'~· c)~-'~ ~,~St~-'~~,~~-~~,, -~ ~ (.:~~~~~~,~~-~-~~~,~~·~~~~"~··~~--~-~~~~~-;,'¼,~~~~~~~~~_. i,::: ~'~S/::;i,:". ~,j_/ ·.~.-, _s 1 pj 2,v.1. ~Ob~ 148,TB;.A~· ·. A.NAL X~rn~ f ROGRA~.s 1 P.~v 1 s(ib415~J: ~. . ( hf..O.~ s(iP-1~ '._gQh !tv~~~b ~! ,{o:::·. \,)/i:· .. ;~~L.~-:;;,· .. ,.,. . It:. ,~E AN LENGTH -it 57"ff ' ~-. ·,. :. (Simple Spani ~-_·::.~~· <· ~- ' •.:.... •••• .:t' ..,, . ...: UNIFORM lOADS (k/ft ~ ft} wd wl X1 X2 0.674 1.000 0.(10 17.57 REACTIONS (k) LOAD LEFT Dead 5:921 Live 8.785 Total 14.706 KkXIMUM F"ORCES V max = I'! max = DEFLECTIONS LOAD- Toti!l Live ,iJ~ad ·. Tor& oeh r 1 1ao ·L / 240 L i 36(1 LIVE Defl 14.71 k " ,:; 64.6.0 kft@ (EI= kin-"2) Defl (in) 3589426/EJ 2144221/EI 1445205/EI . EI 3064393 4(!85858 6128787 EI L / 240'. ·, L I 36Q. ·· L-1 4ao -r·:., 2440775 3661163 4881551 RIGHT 5.921 8.785 14.706 (l, (l(l ft B,78 ft X (ft) 8.78 a;78 midspan: ~'-' ' t> ·,---.·. . ·. ·«• :-:.: -.. ''"';....,.,._.·, _.,. ,; - -~ ~~ './ ... ,. •. 'i.- ·'. : ~":.: C,..,_ • ~ .... ,1 • -... ;. -... .,. ... A ... -,,..._ --• :,'.~~~~ht~Je;;;;;~"~~;i,05~f~ijf,~.··~~~~~l~~ ~ ·z-· ~it~ . : :f, _-;t .. ·~-::. .,,,. -:f., ... ' .. :.: --:' ~-.... s-3B s3B . ~ --·.·-· . ....., - B-3 ..__ --\---. .,._ s1p12v1s0b4148TBEAM ANALYSIS. PROGRAMs1p9v1sOb4148T SPAN LENGTH= 17.57 ft (Siwpte Span) UNIFORM LOADS (k/ft & ft) wd wl X1 X2 0.245 0.313 0.00 17.57 REACTIONS (k) LOAD LEFT RIGHT Dead ') !C•", J..1 J.i.lL 2. 152 Live r, "7 AC' i.,J't,j 21 745 fotal 4,899 4.898 tlAXIMUM FORCES V ffiaX = 4,90 ,. @ 0,00 ft t; Fi l?'10J;' = 21.51 kft @ 8,78 ft DEfLECTI ONS (El = kin-~2) LOAD Defl (in) X (ft) fotal 1195403/EI 8,78 Live 670069/EI 8.78 DEad 525334/EI midspan Pos. Mo!l,ent Lu = 1. 00 ft Brace Spacing = 1.00 ft Gov, Pefledion : LivE; L/450 Required I = 49 in"4 W 12 x 14 Fy = 50 ksisOB STRESSES (hi) . Fv·; 18,75 fv = 2.05 11 i. Fb = 33,00 fb = 17,33 53 7. DEFLECTIONS (in) Total = 0.47 = L / 453 53 7. Live = 0.26 = L /. 808 56 i. Dead = (l,20 sOB03/15/01 2K1-50 ( 6. 60) :-Op HI. OOh qvtisOb3T ' . ---~~j,_,•-'•• ,·.--·-· --.. ~-----•• ---~ _., ~ .. ~H-\•'~"'·-~-4~~ -~Y..-~~----~ .. ·-----~ .. ::~,:-:7;.:j~:·;:--·~~;~-~,:-1~~~:.:~~~-> -_.:.:.._,-·:._ .. "-,:~.~ ·-.·_~~ ... -i--~-~--.,;,,,-... ---"""''""""'"--"'-"'~..;,.,... ....... ~~-,_.,-=--· ;,,-__ ;-:.:; .. ,, .. ~~t{:~:;-. .... _,;---., :.,... ---. . ' ---· l·- •• • ·_. :;;;,,_:./::. ••• --0:-__ : .,: ... ~ ..... ".~---~ _... •• _;._ • -~ ..,..1-.......... ~ -· --~--Cl, •• -~ • • __ --~~-~:i .. :~~ :~~--~~-~ i:-· __ ---~-...-".~ ' -· ;i;.· • ' ·+·· -.. .,. .· ..... _-,.-t~·-:.. ··-. -~-. r:::::fl( -• • • ' • -• --:.:-~'":~ ··;~~!!~~~½¥}4~~~~.i~,~· ;_,.... :'... -..: ~ :-: ,. -~: ... ··:~~# \i·-} . ·::... :..!' ~· '. -. ~ . ., {• .. "' s3B B-4 't\ ·. ~~,,.~~~:---~~--------.. _,__.. ........................ ..._ __ ._ . .,.. ~.----.~ s3B s1p12v1s0b4148TBEAM · ANALYSIS PR06F:AMs1p'.Ms0b4148J SPAN LENGTH= 12.00 ft (Simple Span) UNIFORM LOADS vd vl 0 1r,o .r •-'U 0,125 PffINT LOADS Pd Pl 5.92(1 8,790 REACTIONS (k) LOAD Dead Li\'e Total MAXIMUM FORCES (k/ft & it) u (!,(lo 9.50 LEFT 2.001 2.581 4,583 X2 12.00 RIGHT 5:455 7. 7013 13.163 V ffiaX 13.i6 k @ 12.00 ,. l!. M max = 32,12 kft @ 9.50 ,,. Tit {EI = kin-~2). DEFLECTIONS -LOAD. Defl (in) Y. (ft) Total ,Liv2 Dead 665325/EI 385521/EI 27656'i/EI Pos. Moment Lu= 1.00 ft Brace Spacing = 1.00 ft 6.64 6,66 midspan 6ov. Deflection : Live= L/450 Required I = 42 in"4 1-/ 12 X 14 Fy -50 ksisOB STRESSES ff si ) · Fv = 19.75 fv = 5.53 Fb = 33,00 fb = 25.87 29 ,7. 78 % sOB03/15/01 21~1-50 (6,60~s0p10.00h12v0s0b3T ,. ,. s3B B-5 sOB03/15/01 2K1-50 s1p12v1s0b4]48TBEA~ ANALYSIS PR06RAMs1p$v1s(tb4148T {5.50)s0p10.00h12v0s0b3T s38 SPAN LENGTH= 10,50 ft (Simple Span) , UNIFORM LOADS (k/ft & ft) 11d 111 Xi 0.128 o. i25 (l,(10 POINT LOADS (k & ft) Pd Pl X 4,900 7.140 4.00 REACTIONS (ki LOAD LEFT Dead 3,705 Live 5,07fi Total 8.782 X2 iO, 50 ~~I-GHT .... C".l)Q i.zJ.-..JJ 3.376 5 (ljC" t .,1,.,J v max = a.is k @ o.oo ft DEFLECTIONS (·EI = kin-~2i LOAD Defl (in i Total 534080/EI Live 309905/EI Dead 223225/EI Pws. Moffient Lu= 1,00 ft Brace Spadng = i.00 ft X (ft) 4.94 4.93 midspan Bov. D.efl ecti on : Live = L/450 Required I = 38 in-~4 W 12 x 14 Fy = 50 ksisOB STRESSES (ksii Fv = 18.75 fv-= 3,69 -20 Yo· Fb = 33.00 fb = 26,66 81 X -" ___ DE:.;..:fl=El-'-·:r __ IO __ NS----'(=i n __ l___, ___ _ f.:-Total = 0,21 = L / 605 40 l ,, k::~:, ..... ~~L~.,~~-~~~:-~~ ~--~:-t.,~~.fi~-;-··\!."\ .. '. ·--: ---. •. . ,·:-•. 'i:-~,w~~i>¥,o~,.,. .. .,._ .................... ~ ... --~··-·-~·' ...... --~~--. ..,. ~ , .. •-· ..... --,-.... -.... --~--,.. ........ ~--~--·"' ------~-::.-..:..:_"-~ ...... __ ~.,_,..,,,.,_ ....... :-___ · ........ -... -~,,,..~-. i~r-_.~:..~~~·.i.-1 ..... ~~..-<1.;~;.n-....... -~.;,,..·~=,~= _._ -. . . -. -. . . ~;. ·---..... -.:~-, ~·---.,,.;.~·-.-·-· .,..4_ .... -."I·~ .. , ~~ ...... ~~-~~5,:~f:,,,~~~c.!i~-t%~~~~,1o;l1."!:-~-~~~-~~t.-"~M't'tf~~~'fft.'I:~~~<~, ---,...;.:..-- .. .., ... , ~---· ..;.. (_. • !.!.. . _;_"~~~£~~-~*~~~----·:~.~--0~~-:/:~f;:~: ~.;;: ~~~:~~~~2 •• , ... -~-·· -""-.... ,a,..-~ • • •• .1, ~-; -~! .. ~"":'"·, "". ~ j .. _ ~ !. . _...:. -1~ ' .,. •' ·•· ,, UNIFORM LOADS wd · wl 0,128 0.125 (k/ft ~ ft) . X1 0,00 X2 16.$5 POINT LOADS (k & ft1 ~-·\... Pd Pl 4.900 7.140 4.300 7.140 2.150 2.750 REACT IONS ( !: ) LOAD_ Dead Max Live Total Min live 1eitar·--. X 6.21 12.42 16,55 LEH RIGHT· 2.443-11.625 4. 346_ _ ,15."75J. 6. 789 . -27 .• 375 -o. 999:::~~~~ ·; 0. OoO>: .;-:';. . "' " '- . 1,4_4(·'/JJ~-~}5}:' ,, ... ' MAXIMUM FORCEf::···---5/tt{f::I;;t':-/ ·:;>·· ·' :~:· ·_ .:-~-: .. · r:~ :;;, ii:;: t, tf ~::i :~ , t:~'~ : : • ... ~-~,. ·.?, . . ... ~ " M min =. ·-12.36 kft .@~ .. 12-;42,ft'_.. -· · :·- -M = 0 ~ft @.::-7,71·-ff;·j---·--'~ .-· ... -.'.,, . .:: ', -·: ' DEFLECTJriNs· en = iiinA2t : .... ~ LOAD·: ·-Defl (inf' rm) Total-: :· :. 800592/El . 6.07, . \:582584/EI R.C;-; · five-559377/H ' 6. 21 · :·.:.5617%/EI . R.C. · •.::.,. Dead 24059~/EI midspan_· -20788/EI R.C. -·,i·- _ Main Span Cant. (local) TOTAL Defl EI EI ,. ··, •. ~,~ C"'""X•>· L l 180 .. :,,.,. 966899 .. -388955"'•. L ./ 240 1289198. 518606 ._.:.-, : .::: . ,· ..... :. ;, ~; :.·,:o .r J L / 360. 1933797 777909: --~ ~--~--._-. -:~= ;;: ~:.=:~{·,;. :':~:-~ -~. -:.,;.: L-~~;~.~-:~;,;:V:?~~.,;.: }.":' -. ·--.·:~.<=·-.::-:_· ~ --·. LIVE. Defl-.,-.. ,_..,: E-I-,, ... ,,.,·,, .... £I .. --·-... ,,-,,~"~·-·--·--. :_ .. ;·' ,-~ .. .--:._, ·---·· ·, •. -~, ,-.·~ ._ -~ ""' ... , ~- '. s3B.: . _i·. • ?-~--- B-7 s0B03/15/01 2K1-50 ~ ~~ ... ,,..;:~~ ~..__,.,,... _.., .. ..., ~ ..... ~~--:~--~--"...,._,__ -----'t----· .. r, _._.":!I"--·-.• ~ -·-----t:r-~ _.,,. • )I.I'>' $, ... Tl. }{, r[., ,. ft-:s~' 1:-, f Ji' i-f, :v:-~-·~-~ :{; ,.,~\ .i;, ~.... ,_...,, ___ . }ff hl. 1- s1p12v1s0b4148TBEAM; ANALY..$IS )ROGRfiMslp9vlsOb4148T SPAN L°ENGTH -13.00 ff (Sia;ple Span) UNIFORM LOADS wd wl 0.050 O.O(lO (k/ft & ft) X1 0,00 POINT LOADS (k & ft) Pd Pl X 13.360 17.600 6.50 RE?.CTIONS (k) LOAD LEFT Dead 7,005 Live 8,800 r .... + "'I. t 11•1\.>Q.1 15.805 MAXIMUM FORCES X2 13.00 RIGHT 7.005 8,800 15.805 V Jr.i! x = 15. 81 k @ M max = 101.68 kft@ o. 00 ft 6. 50 ft DEFLECjIONS LOAD Total. .. , Live Dead TOTAL Defl L / 180 L / 240 l / 360 LIVE Defl L / 240 L / 360 L / 480 (El: = kin.,..2) Defl (in) X ( fti 2480819/El 6.50 13920.19/EI. 6,50 1088800/EI midspan EI 2862484 3815645 5724%7 EI 2141568 3212352 4283136 •• ~ J: i~J ~-'$;:_.,. -~ ~· ..... : ~"· ·:~. ...~ ... -.... ··~ ,., ,~ ·-~ ·,::.. . ,1...~~•: ' -._ .... _,.J.~. • f, <'4 ·.::..~.,. _. (6. 60is0p10. 00h12v0s0b3T • i-•• .-... ..,.,, ..... ·~ • ·. -.. . ·, '·· ,:\.::-.··' : '~',. /, <' -.,-:: -,-;.::.« 1' -~~- iLJi\/:: :':?~-~-~-f f 7i:;f ti;_:,' • B-8 ASP sOB03115101 .,. . ,._. ......... .. . , ~. --~-,.. . 2Kl-50 ~~ .. ~~~:..t;,,-~~r---~-.. _,,, .... -..... --------· -··-· ,, ............ , ...... -i. _::-~ . .-t.:. ·", ... ;-. _ . .., · ;... __ _3)p}_2v_1?0b4148TBEAM ANALYSIS . PROSP.AMs1p9v1sOb414BT -· .. ~ S'PAN LENGTH = 1,6,55 ft (Simple Span) UNIFORM LOADS wd '<11 (l,(150 0.00(1 POINT LOADS (k Pd Pl 13,360 17.600 1~.360 !7. 60(1 REACTIONS OJ LOAD flead Live Total MAXIMUM FORCES (k/ft & ft) Xi 0.00 t, ft) X: 6,20 12.40 LEfi 12,119 15,420 27.539 X2 16.55 RIGHT 15,429 i'3. 78() 35s2(}3 V max = f'l f1/2X = 35.21 k @ 169.78 Ht@ 15.55 ft 6. 20 it DEfLECTIONS . LOAD Total Live Dead TOTAL flefl L / 180 L / 240 LI 360 LIVE Defl L / 240 , l / 360 . ~~-:: L / 480 · (EI = kin·~2) Defl (in) 8182562/EI 4603608/El 3578799/EI EI 74Hi220 9888293 14832439 EI 5563274 8344910 11126547 X (ft) 8.33 8.33 midspan ,\-•' (5,60)s0pi0.00hi2v(ls(lb3T ,,.,_,., .. _,_, ----·------------------------------------ -.-.. ~ .... ' ... --A PRIME .. JOB: . smucruRAL CA'!'c: ~,i,c-, ~~~..,..,...#-"f-'"' ~--. _,...,,........._....,..,, .. ~-~___....._-... ,.,. ______ • ~ ENGINEERS SHr -----i.·----... ·----· --_.,.. .. ~ .. ...,.""'r--~•·.-.~-·---.1, .. ~--.,.~ .. - ·l COLUMN 1Rl6 AREA (SF) ROOF ROOF DUK) LUK) FLOC~ Dl-(K) FLOO~ TOT.AL · TS LUK) (K) c--.1 C...,2 C.-3 ;,' ·-. -~· i. ' -. ~-, ,'f! :':'. ' ·g,4b; 4.tt ·12.12: iJ,O' - 8' .4!:. S/l2 . f'/.0 5.4-b 3.11 ( 2.15 o. f"l"l- (5. 4.3 '{0,4h rr.14- IS.42 8,8 ~ ,., ·. ,·: (o .4'=1 8"J[', 8-.B'· . rr.r1 I ~.02 SLG '' Sot .x l!3" W/ 6 -=tt-S £A. WAY. \ 41-6" s~-. )( 12" 4'1. 4 W/ 5 • :jt:S cl\, WA'( 3!311 5~. X l2" W/ ,3~#5 Ek WA1 4_!..b" SQ. ><. 12" 4). ~'t vJ/ 5-#s· EA.WAY -~.11,~~:~~ ~~-~~\~· P!~~ ~~~ ~~~~~~~-~~-:: • . ~~--:··._. __ <r.~:. ~~ii: ·,:l<;lu~ .. ~~1L .~rJ.T:;;._,:.~ .. ~~ ~~~ ..... .......-,---~-~ ~·· --~-~ --~~ ---~'wt.~·;.. ..... ~·--: -.~,.i,:&{•-t;~:',....., ~-~;~~:.:; .... -i... _ .... , ..... .-.l:, .,,_ .... ~!:/" . ,.. . .,._ ';> ~,"-,) ... -.; _.,,t,~ ..,~:;,,--,.. ' --,..,.,'!:-,.., ......... ,_, : ......... ,; .: ••• ,,;,;_:.;:_~'"": -~ •• -,; • .. -, • .;z:: . . ,._. -·-,,--."'!, .:...t~-~. ~'' -~ ", . ',_. , , ... ~,-,"1t_!,~~,,~-~'.:'!'··~~-~ ~ ----~-""-~"",_,__..: ·~··'·_:~.:;i.,, i}.~_;~ __ Si;; ... \__ :,;: -. . -,~-:_:_·;. -:~:::;:,~~::;c;,.·. :i~_r::i.~~-:....._,:I._/_\_"~---~---;· ·_-___ -_, __ .. ,·-~-.. -:.-.-~ .. -· ........... ·u ....... • • -~ .. ;:.;.:-_ ,...,,~ -..... .. ............. ,, ... "t•;;;>~.-. ~~,f,l>,.~~ ... ~o :·,_~:.i~,-~ .• :.,'-:_};,_·_r .. ,'.-.t:.,~ ,,....~c.,-" __ .,.., ........ --"---.......... ., .,. --... --.... -. ·:---y,..-2 .... ··-~ ·",·4-:-----.. ~-__ " ~: i •• ~-::., _ _...~ .... ,..,._._,_: • .c"l'-"Jr•.-· .. _ • -.... ,. --~~t f. 11 -~ l:' STRUCTURAt-TUBE· COLUMN DESIGN· (2, 1} -.... ,, .. ·· 2K1-50 C-1 LDF = LOO UNITS = INCH-KIPS U.O .. N COL HTS L1= 15. 00 FTS COL.HTS Ly= 15.00 FTS LDAD FRDM FLOOR ABOVE= P1D, .P1L, e.i = 0,00 P2D1 P2L1 e2 = 0,00 · PW1 P3L1 e3 = 0.00 P4D1 P4L, e4 = 0.00 Mi= 0.00 INCH-KIPS Ky= (1. 00 I NCH-r:I PS Fy = 45,00 KS! C:b =itOO Kx,Ky = 1.00 1.00 Cffix,C;y = 0.85 0.85 fc = 2. 50 KSI ALLOW. BEARIN6=1.750 KSI LOAD LOAD GASE 1 CASE 2 PT= 74.32 74.32 Mx= 0.00 o.oo My= 0,00 (l.00 74.32KIPS 0.00 0.00 0.00 0.00 o. ()(l l),00 o. (l() 0,0(1 LOAD CASE 3 74.,32 0.00 0.00 .() LOAD LOAD CASE 4 CASE 5 74.32 74.32 0.00 0,0(1 0.(10 (l,(lO TS 6.0X 6.0XO.i875 TS 7.0X 5.0Y.0.5000 TS 6.0X 4.0X0.5000 WBT= LOAD CASE= Fa= fa= Fbx= 14.53 1 18.72 17.41 27.60 35.24 15.41 7.15 30,36 28.4B 1(1. 10 8,8'3 27.60 0,00 ( ., ' ,.. \ ,; .. : ., !) . -.... _.J ,..,.. .. 1· " : '.,.. 1-l: .I,,,, .. _ --, •• --,-.-~~ ... ~---,.,.._-STRUCTURAt TUBE" COLUM~i DESIGN' {1. 11---~-------.--._ ------~·-·,·:----·"""-~~~~~-~~ ... ,-,.,,,-. ......... ~-........ ,,_ ' -~· ~ .• . . . .. ~ • • .,.. ... , f •• ".",:*'"I•~-.~;,_~• .,, '• 2K1-50. C-2 LDF = 1s00 UNIIS = INCH-KIPS U.O.N Cul.HTS Lx= 15.00 FTS COL.HTS Ly= 15.00 FTS LOAD FROM FLOOR ABOVE= 49.40KIPS P1D1 }=·I Lt 21 = 0.00 P2D1 P.2L1 e2-= 0.00 P3D1 P3L1 e3 = 0.00 P4D1 P4L, e4 = (I, (l(! tJ~-J,;-o.oo .INCH-KIPS My= o.oo INGH-KIPS Fy = 46. 00 KSI Cb =1.00 Kx,Ky = LOO 1.00 Crex 1Cray = 0.85 O.B5 f.c .= 2.50 KSl . ALLOW. BEARIN6=1.750 KSI LOAD LOAD " CASE 1 CASE 1. PT= 49.40 49.40, rix= o.oo (1,(10 My= (1,(1(1 0.(10 0,00 (),00 0.00 0.00 0.00 0,00 0,00 0,(H) ',·-·:··. LOAD ., .· .·· LOAD· ., :rn,;o· .. CASE '3. :. CASE 4 . CASE t. .J' •. 49.40 49.40 49.40 (1.00 o.oo (1.00 0,00 o.oo o. (l(l > .• ' ... ~ ... . . ~ ·- -. ~ . TR S.O'l S.fl¥{J, iP.7~ TS 6.0X s.oxo~1875 TS 4.5X 4.SX0.2500 wet= LOAD CASE=· r·a = 11.97 1. 15.87 14.03 30.36 0.00 27.50 14.53 i3. 91. 1 13.45 o;oo 27.60 , .... , ... ,.,, :...-.. - . \. ·.--•.-;,J- " ---- ; ;,"" . ... ,,.·;., ;). '· .. .., " : _,:"._ "'•; , . .; .. .. ~ _,r .,. ,i:--,::,1 _, ,-i-t--,-, , :'ff-~ ~ • ~-_"? ., ..... ,. ¥~ < i '," COL FTG SPREAD FOOTING PF:OGRAM '(3. 30) ~--1' "· = fy = Qa = I. /+I,\ U \ I "v J 2. 50 ksi 60,00 ksi 3. 00 ksf h (in) WC = (l, 15 kcf ·sur = 0.00 ksf ecil = 6.00 in Pa (k) Pu (U 03/)6/01 2K1-50 As (in2) No-Size --------------------------------------------------------·- 2,50 12.00 17.81 24.94 {),65 4 li 4 Hc,c,k 2,75 12,(IO 21,55 30.17 r1 !i t.:,1i 4i; 4 Hoc,k 3,'00 12.00 25,65 35,91 0,78 3 I S 3,25 12.00 30. l(l 42.14 0,84 3 # 5 F--3 3.50 12 •. (l(i 34 .'31 48.88 0.91 3 II 5 3.75 12,tiO 40.(18 56.11 0.57 4 .11 5 1r 4.00 12, (H) 45,60 63,84 ; l~ .4 4 I C: J.,V't ,J 4.2~ 12.(JQ 51.48 72.07 1.13 4 t 5 4.50 12.00 57.71 80.80, 1. 37 5 II 5 F~2 4,75 15.00 63.46 88.84 L54 5 I 5 5.00 15.00 70.31 98.44. 1.62 6 t 5 5,25 15,00 77,52 roa,53. 1.70 6 I 5 ~.5Q 15,00 85,QB 119.11 1.86 6 I 5 . F-1 5.75 · 15.00 32,99: i':IO 18 ·--, .&.iJ ·-< ") p: I-• .l-J 7 I 5 6.00 18.00 99.90 1"" nr w:1.00 2.33 S I 5 6.25 18,(10 108,40 151. 76 ,., a" 1-, 11,J 8 I 5 6.50 18,(l(l 117.24 164.14 2.53 9 I 5 6.75 18.00· 126.44 177,01 2.77 9 I 5- 7.00 18.00 135.98 190.37 -3.11 11 II 5 7 ·jC: , • .J 21.(JQ 143.89 201.45 3,29 11. i 5 7.50 21.00 153.98 215.58 3,4(1 11 II 5 7.75 21.00 164.42 230.19 ,; C:') w,JJ:. 12 i 5 8.00 21.(l(l 175.20 245,28 3.84 13 t 5 .. ----------__ , ---------·------------------. ' i : ... · -·-~ · ---··----------------· --··~--· -----· ---------·------------··-----r : --1 ---1 -·· --· -· : _____ :,_ .. •1 CALLAWAY GOLF -HITTlNu BAr. , ; : . i : · --------··--·------' : ! ' : ' : ; i i ; r-.... ~~e: -; .a,v1·-l ·----~--~--~ -.. ----_NEW-AC,.U.NIT. ~ROOF------_ ---:_ ~-:-~,..~:~~/. :~. ';__ ... _: .•. : -______ :... .. __ !_ -~---~----! --! ___ .!__. :. --· . Mf\X. opc--M T\ NG WT-::: 2..&o& tk>$ ' : ' ; ; : ; ; . -~' .. -· .... -···-·--.----------·-------·-·--·-···-----l----f--t---1--- -_:F~-= -°t:··G.-Ie (1t3h::t)w--------~ ·. -~--~ L_ .. ; .. i .'.. ~ · · Rp _ hr _ F _ : __ ~-.. ___ : __ __:_ __,: ---:. _ )__ : _ _ ____ _ . O\p_,~ 1.0, c(A =-0:44 . _Ip_ ~__t-~-~ . . _ ~-~-~_Dr. : . : Rp "" 3. 0 _ _ . Fp -=-· (LD)(0:344,)(LO) l1+3)-VJp ::--· 0.'58f7: Wp ~GOV~f~J-\S . . ----. -.. -----.. ----·-· -.... --. -. ~ --. . M~N Fp ~ . o.~ G_· Ir_. ~\Jp : <?·-~.?~~~f-. . .. _H~X. -~?. ~. 10-If. _Np -, 1-~~ ~f..:. --. ::: ·.J) .LI\ J Pi> f>p J ~Fp t Pe Pe! '~ t;3" ~. -. . -. . . --.. -· -. --·-_: rr.~ (0.58~_!.,~28o~J ~ _CG-j-B !~_s_: .. ___ , _ _ _ ____ _ _ . . _. __ PE: ·=-lG4s " su,,· -::: · 802 lbs · -~ __ _&_ ___ -=---802 =--.S~3-lbs -· E53" X 2 fA-1.4- ., 2808 -1404-") · PE l-4 2 Po·~ Ps ~ .Po -Pe -:. [ q '1 i7 (los 8:>l (bs. ~ ·NO ·UPLIFT.· ' i . -+ I ·+ I _J_ ___ l I ·-i I ·r i ·-r --f -'-' ! _L l -, i ' ! . ·-i _L _., !·._- --------:,......-:"-----~-;;;;:;;;:-;;;;;;;======-:,:-,--i- CALLAWA'( GOLF -H[TT(NG BA'f --~~:-~---~~ruRAL--~~~---i -l_ IIJ/A ENGMERS SHI :· -~ -----C-H-EC--K-_ -E--X~[-Sr-_1_-~---_-J-~_-I-___ -x~-/-__ N-_~--W_A_C__ .~(_T_Z_I 8--)-~ -· -----------7 1-- -· ------~------------·---··----·---·--·--· ----·--. -----------------+ ' n- --·-··----- ·1 ---------------·--r -·----·---------· --------------------------·--·------···-- ---·-----------------------·------------------·· ----- w : EX!ST'G-LDA O --------~_IA, == 64' :><8' = 432 ft,_ -:;._LL_::-_l_S_. s_,__· p_sf_.,1_1 ____ ,. c,..,r,= SS-rsf Y. g, = ¾4 elf -------------------:- -----------···--·-----~~ __ :__!_S._?J~~f_ _::: _ _§._~-~----l-~=--P.lf ____________________________________________________ _ --~--·----------------------··----·------··-----------, _____ . -----------·-------~ ----------------·--------------- p FROM NE:~\J AC UN ( T. ; --------------------------------·-·-·---.... --·----··-·--• 0 --· ------------·-·------------------~·-0 -··-··-----------H------------··· -· -----· • Po = 1/? x 2808 = [8'~2 t·bs _ -E-GOVERNS _____ __________ _ I ____________________ MAX __ (PD+'_ Pe) _~ ___ l 'f I[ q _x _1/,_=33 _ = __ _( 48 3 _lbs._______________________________ _ ____ _______ _____ : _______________________ fl/1 m~x ._ = __ 2..2.0_,_ q"l 1(--\\., _____ (SEE_ CDHPUTER ___ OU.TR.AT) __________________________ _ -· ------· -· -----· ·TC--Go-HP;---=:--BC-TE·N:--.:::. .... -220· q~ ~ 12 --!; --S:B---l S--k------------------------~ 4S.G'' . - -·-----.--------·------··---------·-·----· ---· --------·----------·-·------------~------··----------------------- . ______________ V Y'flo--..x_ = __ l 11.45 ~ _ .... ________________________________ -----------------------------------···----· • --------------·-'--·--·---------·· -----· -----··-------· ------------·------·-----------· -----·--·--·-· ---------·-----··---· --------··--l FROM ORIGINAL JST CAL csc.-E. n; s ReFE REN CE) , ·--------·--· --·-------------------·------------·--·------------.-----·----·-·--·--·-·-·--·--·----------·---·-- TC COMP. = l 2.0. 2.6 i< ) 5BJS 1=. ..... --·---. -·----·----------------· --·--... ·--·---------·· ------------·-·-··-----·----. -----·-----·--.. ·--·-·· ·-----. -. ---· --------BC TEN-= l2t"f. 3? i<-) '?8-IS-i< .. ----------.. -····-·--·· -----·· -·--·------. -·--. -------·----.----~------.. --··-·---·-----·--··· -·--·--. -----·---- RE-ACTlON = 31,U;~ > (!7.45~ -··-· ---· ··---------·---------·-. . -. -- .: 01< W/ EXlST'G-JST T 2i B . . -·-· .. -·--. --····-· ·-···--·. ·-----········ ---- ! --.. -· . -· -----·-... ---... -·-. --------· --·---·--· .. -. ---. --. ----·-------r- ' . ---·-· ·-··· --.. ---------------------------·-.. -·--···---------.... -------·· ---- -.. --·--·· . -. ---.. -.. --·--- ' " ~ ::.,; ·{: :1: ,; .,_ . ' s3B T218 s1p12v1s0b4148TBEAM ANALYSIS PRD6RA.Ms1p9v1s0b4148T SPAN LENGTH= 53.90 ft (Simple Span) UNIFORM LGADS (k/ft & ft l wd \;'} X1 0.464 o. 124 0.00 53.'30 PDHlT LOADS (k & fO Pd Pl X 1. 872 (}. ()(}(} 7.BS REACTIONS (kl LOAD Dead '. L1V2 Total riAXIMUM FORCES LEFT RIGHT 14.!03 12.778 17.445 16.f20 Vd m;;x = 14.10 k @ (1.00 ft K max = 220.97 kft@ 26.48 ft Md max = i75,135 kf.t ~ 26,36 ft DEFLECTIO!IS (EI = kinA2) UMD Ile fl ! in) Y. ,;t) TGtal 116161871/E,I 26,81 I• 23548285/EI ,r,:, t"tf: LlVe J...i. J,J Dead 92609997!EI midspan TOTAL Defl EI Li iso 32327050 L / 240 431(12736 Li 360 54654100 UIJE Defl EI L / 240 8737767 L / 360 13106651 L / 480 17475534 r.~..._... ............... ,..._ ,._..__..,,,_., .. ....,.....,..~ .. ~ -2:. ~~ ~ *· ~~-~,.,..~~ ..... -~~---...... "1:'· -~- ;f;,• s.-:fi J!~ ---~~--}f . .,.., ~· ··. sOBMJ 10/01 2K1-50 STRUCnJRAL DATE: 7 · r1.· PRIME JOB :u ~ ENGINEERS s-rr : ~, (6, 60)s0p10. 00h12v0s0b3T. ... "\.• -~· \· .. \:-_ A 1/1 0 CT CA LLJ\N Y-\Y b.0 Lf- ) . .2 l<. I -'?0 SHEET · L_1 OF ''0' -0 D ,.. ~pp t,EY<_ DATE 4 I O $" .I O { .. LA-t!3P.Jt L ANA-LYs1s·--c~-EW: M.;_i~-A-pD 11I t>N) 'D£'$lC::tN BASE-s.\-\-1c'Pt-lL '{ ~ Cv · I P.· T "fRoM <Q,.[. R®~T C)NTS lo I.~ 1'1-. I : :s.01L-p,wf\t,~ TY-fG ~ SD . ~ C.::v-=-0.44.N-. ~ Co._= 0.4<-f . : ~i;1s MlC. ~ot,.J~ fPrc.:roR. (=l;ONB 4) 9 Z ~ 0, 4 / Cv :::: 0. i,Cf Nv 9 -~ ~ 0 . b '-f : .S s1.SV.t1.lC sova.ce -ry,:ie: ''13/1 : a..-os~'7T t:>t51'Ptr-il.~ '° s1c.\$MlC.. soo<2-u;; (10,S-\c\'Y\) ~ "-10-== N\/ -· \ ,0 1~ c-l_(ht\)31., j ~ . l/4 -r::;. O . V '1 ( \ S-) \ I fl h ~ /"i-O l\ :, 1/;;. ~--w ~ G?:(p 4)Ci.o) ~ w--~-v ~ o.93~-W . R ·1 (4,S")(o.\52) -~ . -.¼..--. --· !', 0 PROJECT CA L. L. AN A Y q, 0 L r t-JDP-"f\-\ / -sov-rH Dl ~cr10N FUZ DL ~ (si ps--\ ){sq'---t)(o.·v.f4) - PA/2.Tl'flDJ'-) :::: (\0 'f<:,f)(39 1"-2"){ 0,21./-4) 1JPPrNEL) = ~'1/i1-)(tsopsf)(1~.'2.s-')(o.z.44). UtSC - fi,z DL .~ (s~psf)(L/3 1-t/'){o, z.'-lt/) f/tl<.1 IT/ON = (! t> f rf) ( o/13 /_ L/ ') ( o. -;u1-lf) -t( Pit f'J EL) ~ (:, · 1/t '2) ( J h ', ~Sf)( o · 2L-f lf )(i-50rs-f) '· : - MISC TfJ77'rL '- ...... .,. . -S-S?f, 3 -Jo 60. o ~If=- -C:,/3,.3 - := /&S, 1 :: ff:C/o3 -::::: /3,7- :: JI s-4-, o -fl( -~- -·-: .. ---··------.. ..:-. ----. --·------------ --+---t----t----J--+, --r-, ---;--;----t-, -.---,-~!--+-i-! --+-; -.i----'---+--+------+---+--11~---+-, I I . 1 • , , --:-· ~· --+--;--;--LA---;-:_TE __ -~_-____,'.-'-L-,--_,,Ae-..N_\A_L,.,...:,_s;._. 1 s ___ ,__1 _C~CD_..__N_r:_.:)'--f---,----,-----'---+--+' -+:--+-. _~, :£ 1 eRJMEi 1 ~ = 2.,, .. 1-so : ! ,· 1· , -~ wtJ-d:JClURAL-~ '4--ol 7- i i i } . ENGINEERS ~:, 1.:a-i 1 • ! ! I ! ·1 1 I i ! l[9, I _i i ; 1 l l I . l ~., I ' ; 1 i· 1 ..:.o 1 1 L ..--,r-;---1 , ... ! ~---~'Fj-1---+---1·-+---+--;--I -!---,..--1 I j ! , -! I ! l ;1 tt ! a;-; -l-',~l~~-N-!--+--+----i-11 -I ! ------'---'--+,. ' -~--+--+---+-1----!----r--+---'-----,,---;-----------'-_.c;~., l..o, _.,_!_ -!---+--!----'·-------t----+--'---..C..--1 1, 1 C ; j Ill I'~ ! i ~--··--~~-: -'. ---! · 1 _ __ -f----:--I__ .---r·--·----'.-~-._~,-~--i--+--,--,--: : ;--'--~-1 ------,--+---+--,-I """· ---!j·-1-------'----ii---+-....;--.,.._---,---+--+--:-· ---1---'i--"S"';_ -l --+-·--!---c.-+-1 --+----''-----'---4---'---;---,..., --1 -----1·--· .----!--f-. --~---_l_-J~ -l-.....,.--1~-1'--+--'--------,.-~--'-i--l ;: ---+---!---j 1 • l' ._gli j '.1 [ L ' i I I l I ---, ___ ,_...,__--\i:;.--J--,,-----__,_ _____ ... ,--'.------", --;;-----------f-----------~-, --+--+--~-~--~--+i--!1,-__ _,_i --l---1--~-·----,-- 1 'wi--1, =-;1060 pl : : 1 , ' i I i --·----· ·------:--:·--r--i7=+=++::i:C~:•;:::::::;r.==l:r.;::::=L~-_'---::;r-=-=-=~::=.:;::-::-~;;:::-t::-::::;-'-'--t--; · ' ' t~!!:,:: ... _'T ... +'Ji+J' i: --·---~· ___ ;__ ii'.'-_ ---,--''--~~.:-A--f Q,,.;~---A__. ·~,,-±--.:..-....-_.;.._.;.___;_....::,1·,. : -f-1·--'---'----~--~-..,..---;:--- : ! j I ;'1--'i -rl l l : --------..... ·-· ----. ~-~~1"-z_3....._t_o_~i-: ----<>---+! _ _,__ __ _,__ _ __.. _ _,__ ___ ,_: 23-.:·o-J I -·---,---~-·---,---;--~---,1--1-I ' i : i i I _....,__,..J _ _,I__-+---+--+--__,.: __ _,_ _ _,__.--~--, _....;-_,,___.,__....,__~-i--, -....;--+----+!---;--~--;,,_~-~,---r--~-------·1-· i I ! : l : . I I l ! l I I 1 1 I i j t ; , I i ! I I : I : I l i i ! ! i ! : i l 1 I l 1 ' l . j i i l j I j , i C(?KPAR,E I TP I S(t~ (?FI BUl~D'IN~ ; ~:Xl~T'~ I Sh$-Rl i i 1 I ! ! • , · , • i l • , • , , ,· I I 1 • • J · , , · -~-,___,!_W~'A~LL~ __ 1_W....,...~W_!_,__N~o~;r_.,_!BE~;'---+!_A~fi=FEC!i_. --~~-D......,..; __ ID_u~: E~j~fp __ 3_1}{ 1 _A~µ__-_,_, 1 :_A~1 DO_;I_D_1to~~,_A_~_L_ j 5E.(SN ' l ! ci6 1 i f i I I i I 1. j j j I ! 1 ; ! ! ---+----;----...,.: __ ~ _ _, le+-" i FQR ; l l ! I ; f ! i I l I I I i : I : i AlSO J _Je_l~F . 1,$. i w1uL ;5~ 'us~of :For:< N~0 l ' ! --~--.--B~MCG~:-_ ....... D-FRAME ! CE-S(G-N: :ro-:s!E / CON.ScRVATIJE r·7-- -----''---+-~-+------'-' --+· , , I , ; , r ' ;_ l i L---t-c ; -1 T1 ; i ; i ' ' ; I I --ll----+-, --+--+-----+--+--~---- ' 1 i 1 1 : , , I i • I =========:1_2£=--l_ts_:6_____,\~--lf9.t~ r,0~ B~Q FRA1'1~_J2.~_: s_:,__ia__,--~==l===----·-----i I • ! ' EI ' ·, 1:::-: ' ' I i l ! I ! . ! I ' ' j ! I P' hl l ii ,,· ... :;;;, __ ":.·_2_3 .o. tc:-! ' I I 1 I 1' i! ___ ..,.._.,'-'----'----;.'~-,·--' • ' I --t71. CJ 1 • --i '1 . ...i-!, 4 --:---,L! -::·io.,. .. (c:..-,--r----,.___,_ ____ _,i_-+-_,_1 -~1 _ _,__....., 1 _,.._ 1.. l : -· i 1 I I i l ---'--~-!--+---'---,---'--~- l i i I ! ! I ! ! i ! i I r r I i I I t ! I f I ! j I I j l I ! l i : ! i ' ! i I ; i i i ! .-_, l __ · ___ J. I I I --:-·1 J~-- I L~/ I I l l.0' l l ' ~. I i l I I i. I ; I j l I I l f ! ·i L ! I I l I I i 1· I I I ! i I r·-· .. ,. -... i 1 l ; -,!,---+!- i ! i I . i ·-·· .l .. --·-·- I I i I· I. I I I ''-' i ,. i I I µ l ~1-b~,. t l [ L 0 f· ' u ~-----~- It ' ., \i-~- I I/ r 1'2--5 1-= ;:/-,;-" 'l'-A-w-~'f-~ ~ 1-lz -; I'\ 1 PROJECT CA LL-P. w f\ "-< · § t:it-t== • JOB NO. '21Ll-SO SHEET l4 OF __ _ ,, BY °Soi::l'"' i:;;;.r--PL.E;;'\2--DATE _____ _ l~1t.f,(,..k & vJP-:-. =Hp~( (2-'-5/4") vJI)-= lt&il l~/.fc Wr...-::. t'2-.,-rpc..f ["!)-,;,/') ~ ~ --:_ ,Z.s-Q l \;; C I .f-f::._ M~,._ ~ (Y'3o+ we }L -i-(Ao=) cg, """ ( \~ 1 ;-·zse )0-z..'-) ") L.( 1 ~ ~ .... ) :. US<c Wl"2..'l(\G\ Se..€. U)Mpv,J-:e::: Ovkf4 . ,. ~ • - LDF = 1.33 UNITS : TW·H· "70 ~ • , .. , .... -r-d, S II o ,, iiEAM--CGL ! ·-u. .;1 -L.X-12, 42 r-rc BEAM-COL Ly··= ",., LOO FiS Fly= fby=-0.00 A= 0.21 B = 0.22 .. :.,1;,~'l-'t---~s/;.~~~y;,1}ox~1: .. H~~r!!:,.QJi:t-'~:/~-:.t·: ·:-\·. -~ ~t;· :··.>,_:-y.;~\~ ,. ,_ _JN '¥ :--.·' .. ,.a;: -);ii:'.-, .~. -. ,• ~ -: ~" ·• \· I~ • ,'. ':. ~. -... -. PROJECT CA LL 'AWA"( b0(..F JOB NO. 2.,\<. \ -S"-b SHEET 4~ OF ' -- BY ]"'DD~ E.?f~DATE 4(ota/c{ 't \}}I._V ~ \ \'\.'( 5~\ '5'M\.C... F()12-C.G'S, t3y· \, c;-. ~ ~ON~ -f .J S L-f.!'l0~9..Nl2S5 ~ ::f-~ /JFS I J. -;. \ (o '2.,3 p-::: \,S c~-z..21---) -='> p ~ 46,3 k · k-==-\.O 0 Ll-Sl!Jq tBL. \-'i L-R..FO ·%,, 0'\RUC..TUi'.<.A-L TI.JB{/J~. 0 • ". A 500 ~AAYJe itB 11 -=D -Fj -= 'fL, k~ .\ \LL -~ \ ,..,;J = ct:L) • JFJ---:::. (_ie.13 )( \J%} i 2 . ~~o ~w -------~-. -, __ ·-~~~-- .f? ,. 0 - PROJECT CA LLAW A'( 60Cf , . •. 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B e-A:CI µ ~ CDN }J {:;.crtoN .Yv-0 -I' 2t.{.G:,"--= ~.e(v1,(....) -=-c.,ca,°I k y.., 4 Y~t:::::. -F::1 -Pi -= (4l. \L<;t..J(~.o~,"'---)· = s-:t--1. '=,8 k. _(Lo " ~ "2.. • '2..-k. -C\ o . '--'1. e= Jo'-' ,Q..1/" V\ S. '-,\.·~ 3.?}1 k/1~ 0,01'~iy.1,-:'.\- --,. --. ~~-... -.---~---- \.• -· t . .• \-.· .,. : ;._: .. :.,_-.);',;'"?,;..,;;~ _,.!,,,,," 1<"'-.. -.,. •• , .... ~, ., •• , ,···-···-·~·,·.,·-~-~? ,,.,,,,, .. , .,~~", ,~ .. --~.;·,~ .. ·~-·,!' • --:..·--,:, ••• -•• i~-'~.~,·-· ~ V I Tio c.,a_L.uMN WEL-D • • We'--?> ,o. I . "l--=t-~Ir~ o.9'2.$~l,":f- ~St~ . . -::. fl K l'uLl-pa-, . WEt..0 ., /• -~:. -. ' ' . :·:~· ' GAADG_ 'BM @) 13~-Ff<.~e-~oW_,._S_o\lf ____ .l-t __ D __ l~ _ _;.{O_ ;t4,l," (_~ ~, . -STRUCTURAL o:,:":: .!il!.£1~ . .. PRIME JO:i:Zk;J.::5 ~ ENGINEERS SHr-:-:..t.J...z:,;;.. ------· ---t 1-i..."!,I:: 11.,ilc. ,_ _________ _; . ..J,.. ~-r • .;_('1'-:_'' )(,;:_~ <t1/,-') --- T~I i;v-rPc-12--r ~ "FOil-f ~ { l't'-s" ~. -=-c~ p,f )(u l. ':r !) r-t""") ~ PD\ :: 'ii .11 \< ) ?.2. ') I p -(l i.t r*) ( ll l , + 3 Ft;_) =' ?-...1 -::. l't,0 k t,I ~ p~ :: @p·A-) ( Cfo -&S:-ft~) "=> r~'2--== -=t-'.1 \( > ile>,13 ~\.,1,-::: Q 2-r-7~i) ( ~o . ff ft:t-) ~ '11,1. ~ 11-l.f I<. . P~ :::. B-4, (p k ( '¼_,4.1/). . . ... .. . k --.: e- -:;> . -P~ __ -=-t er ,. r: .... :::. ·:· ;<. y • . .... $01 (.,. B~A-RIN§ ~ss 0£.~ .. (A·$·D2 Cf'.tS~ ::i;:-: jt_ .;_ m-'1 ~ ~~ JZ:._ . . ... .. ;' : i ,· ··r -...... _ .. ·----·--:r--·----i---··---------. --~. -,. ---_., ___________ -----------....... -·-··----·. -----· ---. -••• --• --_1_ -· -·----... • • ·---• -.:;. __ t , I .. . . . . -: -; ·?-c. # ,-·; ._.·· I. II· . : :·J . ,.-·J·. ,._ u. ;--. n-. ...,_.......,... _ ~-__ . .. _______________ ;,, __ o.. .. 'N:"' x. t----.'1:t::~ llt..R.__ _ .:.:Z~: ""'.'." $" ~-!3-.. •• /,A.t/.i "'. · --~~· ~~·~':_,, __ _.._,__~-~~-~ ·s-·--,t~··:~" _. __ ""-;-';'-·~·•;::: ~ -~ · ~;;,:· ~62;. ~~·::: · ·/ ~, .. " ··. ~~;·-r ;~;;_~··;.··{.~~=· -··:.~ ·0·T~ ·, t · .:. • •. ~· _____ .. tl:t. .. .,.,:e,,, ..... -.4.~--_1 .. -• • • ~ .. 3 . -. 6-./ . ..r.t.. 7o.a11 B--~3-, -. ~ ~, n-"6..,,,,.,, ~ -, ·.·-..... -;-. ·, .... -· r-.. ' --0 ,-~----.,..~ ~-:.:·.\;? .. ~~ '" ~ .,. --·t--.. -,.~. , , . ~· • , ll •• • -.. .r• ' • 1:nAr•r-C-~·'·ME , • '/S l.:nt1,.-C J nrlll .. lV GRADE bEAM ANALYSI-S PROGRAM F~•oting ~ENGH! Fc,c,ting WIDTH F c:(it i ng DEPTH = = = 22.42 ft 3.00 ft 2.75 it = 0.15kcf SurGharge = 0.00 ksf Footing+ Surch, = 1.24 klf POINT LOADS H: t, ft) ·i I.. 4 -5 -V n 22,71 22,71 2217! 7.84 7,24 5.50 0,00 29.70 -29,70 25.70 -23,70 5:50 i),(i(} -L'?i,70 29.70 -2·3:7(i 29,70 !7,:3,2 RESULTANTS (k, ft & ksi) C:ASE p.:. ' . Q max Q min '\ 'I U) .;.,,!. , ,I. I,) 1105 1,00 ·i I.. 2,65 (i, (H) M~XINUM FORCES Ck, kftl 3 cc •JC: ... •;...1 .. ·\.i fE.48 2,58 :·t (,tf• Vr \i'._I CASE ·;i 3 · \J rr,ax 24,86 -12,23 -i:2,53 M ffi2X ~ !13.!6 kft M min = -19,48 kft 4 41."37 o.oo 4 113.56 i·""I r.:i -.i./.1 ~Ii) 41.97 0.00 ;:, 79~ {14 -i8,.72 04/10/(11 21:1-50 --~--·-·-·-___ .. ______ ------·- "\.·:. A ~ 0 ' C"31 ~ REINFORCEMENT FOR FOOTING AL TERNA TE DESIGN METHOD t=oR BAAC&D b= 36 in d= 29 in MMAX= 113.6 kip-ft TRY 3 NO n = . Es/Ee= p = As /bd= 9.29 0.002 np = 0.021 PER DIVION VI, 9TUBC FRAt-'\E-: tv(s fc= 3000 psi Ee= fy = 60 ksi Es= VMf,;x = 32.97 kip 8 As= 2.36 in2 \. SIZE k = SQRT(npA2+2*np)-np = 0.185 j= 1-k/3= 0.938 . fb = 2*MMAX = 519 psi < Fb = 0.45*fc = b*dA2*j*k 3122 ksi 29000 ksi 1350 psi fs = MMAX = 21260 psi < Fs= '24000 psi A5*j*d CHECK SHEAR REINF. REQUIREMENT v = V/(b*d) = 31.58 psi < Ve= 1.1*SQRT(fc)= 60.249 psi NO SHEAR REINF. REQ'D O.K. O.K. -.,. -: -."\.a·. ~ ~ . . V').Vl V, ......... ..,,.uu i.;: LU W: :r :t ::t U'H/ll,/l 000 <n 0 0 -N 0 . . Ga.APf BM P, ,____ _____ .._ 2--'r ,.\'.o" J P.,l ~i,l_"-lP1_ 31.i 2'1,l'l'1 ! Pe I l'l '-t;" J I\ 'PD,:: (1-8'p,+)(o1-~.,-t:i:~)=9 Pp,: rl,, ~ (11'5~r~t)(.-n,.1 r-e·) ::;;-rl,l-= Poi ~ ( "t~ p5f)( 2& .o fe-) ~ R.1. ~ Q2."l..,..17J)(1--'(}.oft) ~ CA-'5~ r : . 1L :_ .1[C : JY.: :s£: ])+L D -t-L r . 1¾, "f: D +-L-:--3/t,L/ o,9.b ..,.._ 3/t,1/ o, °J D -3/J, 'I . ·. T"g.1 e,0,~Y All:,~ 'r0'2. P, 1\-, -=-{". -is.1 + ~ 1-s')( z.1-7/,/) -= 7-(o ' I -f?t 2. I ' . . 1\,. ~ (ro,ir-1 + 1-~1 1)(i.'-3J./~ -:;· 2-S .o f-t:}· R,, 0 '1 /<. > 5 I 3 b k- 3, 2. ~ k', <;~ADE 6M !)~S[f:t~J° ( STl<G=N~Tlt b~U.,f.,!X"_; .£ ~ ~}1 x /, </:::: I/I, 0 k CAS ta ~-: . /. '-I !) -1-I • __ 7-L . ' -· --· -· · · /. -// · r· --· /--II ··--/. · H · ··-~ -b . ~ X 3 -Cf Till< X /8' -$ /.PNt, . ; . , : : : __ :· ·---~-,--~---"le -··-#-~-;;-. ---wfi:"'--:c.-:. ~--:....~ft>-··. . ' CG.:._2) -~ :~;~;;_· __ :_ ~;:------ . -~ ... --~--.z:::r:--. ,~~-___,.,..... __:T_ -... ~~ -. ,:.... ----. ·--~-------...!. j -··-.. · -·=--'\.-~~ ... --·---- • '"'"· ~-'--i:::~~2~~-· ~:~2-=:-=-~~ s: :.: . -__ ,._ --:..=::.~----------=-,,.-,,---,---=,---,...-,,,--, -~--'-------;;,;,..,,.-~ -.-.:i:.--,.-r-;:___ -• .~ f.; .. :} ~ Footing LENGTH = 18.42 ft fsoti;:g WIDTH fi)oting DEFTH = = 3urcharg~ = (1,CO ksf F0Gting + Surch, = 2:53 klf PUINT LOADS (k & ft) V ii,O"f. M iJax 11 min -i iC ··:.; f:l" ,-..:,:u i.~n..!J -8,81 -13,37 \1 ma·x = 32, '30 k N lfX = 76,70 kft M mL1 = .-13.37 kft 1,84 1 i '35 3 1.84 ' o= J; ,.•U 0:00 27, 6'(1 20, OB 50150 b1,85 -3.57 -i3.37 " .', 15, i 7 fl ft!· \!: ·.'V 5 ::1-1 ,:.r, · ~k1 .;v 75170 O~/i1JC! ,. . f:l A PRIME .Y.?~. tv:-~ru.l STRUC1URAL. c~ . ..: L ~.. ENGINEERS SHr : ...1:::&.J --.,-.···----· ~-~ ------~------------.--·-·· ---· ~-------- A \f£7 U-. . . REINFORCEMENT FOR FOOTING AL TERNA TE DESIGN METHOD PER DIVION VI, 97 UBC FOR Bf<.PC&P FRt¾ME ~ E¥w. b= 54 in fc = d= 41 in fy:::: MMAX= 76.7 kip-ft VMAX = TRY 4 6 As= NO SIZE n= Es/Ee= · 9.29 p = As /bd= 8E-04 np= 0.007 k = SQRT(np"2+2*np)-np = 0.115 j= 1-k/3 = 0.962 fb = 2*MMAX = 184 psi b*d"2*j*k fs = MMAX = 13208 psi A/j*d CHECK SHEAR REINF. REQUIREMENT 3000 psi 60 ksi 32.9 kip 1.77 in2 Ee= 3122 ksi Es = 29000 ksi < Fb = 0.45*fc = 1350 psi < Fs = 24000 psi v= V/(b*d)= 14.86 psi. < Ve= 1.1*SQRT(fc)= 60.249 psi NO SHEAR REINF. REQ'D PRIW.E r1 ?I<,!~; smucru:w c: : : ±::ff ENGINEERS SHI' : ' O.K. O.K. -.. \-... - ~--~--------··---;-----.---·------- U'I '" Ill ... 1-1-"'"'"' WWII,! :r :r :x: U'IIIIIII 000 ltl0O .. r4 · 1?>A5€ 'JP fQf.t · ·. BO.ff:? COLiJj/\l\)S, ~ '5f'~ -m-!3. . T.5 ~~-~--... 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't· ... 1 .! ~ ~-:_ $~ -· ... -------· , __ --. ___ ...,. ____ ----.. ·----·-· ' ,_J __ ; _· ·-__ · __ \_, __ ------~·~-!: ::~;_t: -. •, ,. . ~· ··L~ i!-··:· _ :. .. :c ~:--:·'.-·._ .... --~~::. ~ ... · _ --~::_~· ~.:: · -. ··-·_'-· --~~~;~~~~·~;~\~~t~L · ~-· ".": . ;..:~:· . .: :~~':::,~ 7---~~ ·:-···-.- 1.· -;; S ~-!· __ :}~~~>:::____ __ __ _ _ . . -lAJ!~=~~:f~ -. : .-La. --;J '. ~ .. ----~ p~~d. ~ -· -· --. .. . ~:j ______ ~,=-·,----~--~-,~-~.,..;-.,..-----------------_ _ _____ -~-0.._9_RJGl_~AL. Blp(l", DE-Sl$ ~ ___ _:___ .. ~ --~--.,fia>f: :e, ~ LYF2tjµ,e-1r-Itf __________ .. _________ --------------·----------__ ..... --------·-·-------··--·--·-· ·-----· . ·---·-------·-. ------··-·· -·-·-·--·-·--·-··------ ~-~-\.Jill ___ .. ------~--_____ ... ~e 1t-1r,. ____ ... ·. __ _. ______ .. _ .i.~. P~r -. -... . . f2-I~ fl? .:c;J5tJL.,,A11"'H ____ __ ___ ,;,,_~~ . . ---·--·· ... 'vii r'lflfr.v fi~U. W~ (1/2,) . i-11 vf lf-lf _. ~~t.-' · · · . .. . h(7tz,tt4/~t<-- "?:tJ~ p, .?llf . ,-1.fj(~ · tJt-1\f~ ~~-·f IJN011/Z rfPf P'l.lt-~-i H l~t,., · · .. -·· ·--·:·-------·--· ~--~~H ~~ - :. I .t . . I (}0 ~f: ( ~ 6ptA J 111 ~~ bf1Wl,,{)) ~Wf\ <{(lJ\~~: . . . . . . -- 11'-'7-fsr -~----~kf ... lot>r?r-- ... --.. -------· ·---·--· --· ---------··----··-·------------_________ ,, ______ ----~----· ......... . lJ), (\ ), r· !,II ::::: 0~ ~ () 71 71 q·11~ :r ;o Ill II Ill ,u ~ lJ) I 1, ,(,,:;; ;:~~; :z: G\ -u r )> z :z: () ~· -t :c m )> U) -t ~ Y/ 0 lQ ,q ' I i,. ,l) ,9 ®' 1-\) ;q G), :t• '\) :9 @) ' ,,. ,I) ,c\ i ®I ) 'I• ,\) 6 ®' ; ,~ :l) 'Q ® ( jU), ,UI :m '" .J· (\ 'm "' ," ,\'I! I' ,ll I» ·,j ·~ i~ ·l) ' -f I ,~-~-,-;j 7 I I I l•) I II T21& 1 111, T20'!• 1 .. _ . I I ;ii,_.,~ ,,,:;. ii·', I I ~I :z . . T:216 ; T20'! m-L. .,. I . . g ~ I u, ' . T:220 ., .. " J' ' ·in_i;,,:_ , .., t;! '-' I ,,,... 11. , ·.·],...,_/I th\ • 4' .,-;\.. ,' I t,:.J.A~\., ~ &! I . ,.... T:218 , n : • .,, T:20't ')1 .-l , 1 I m I T:216 I T20<I I --~ ,A_ .1 _.,~\. I ,A_ "'-Qim\.. :i D ,A .Ju'~\. ,, -I ·,;r/·.~ -I ;' ~) I , J;l_Jt,, II T2le, I · /I T:!O<I I · ·-~,b~ l -~ '< I o:/;:, I :01"'!-<) ~' 1 .t,f}N 1 • ;, 1J T20'! 1 -.. ~.~ T216 I • Q I ,·/\ IIJ T:221 : 10,IK ,A ·;. T:213 113K : • -Iii . I · .J •·J\. I ~:j :d, ' T:!16 I ""/'--~ T20<I I ~,,!,\;; I I) I . I Cl, I I T:!O<I I T216 [·~ ¥1,1, I I ;j. I 1 T:216 I I,~/ T:!O<I I i.,, I' j1':.'1 • • ' ""' I :! -' o-:-1.\. I II T:216 I , · I T:!O<I I , • I ·1 ' I : , Ji' T21q , ; , u T210 1 • i T21E> I (II T20<I ~ ' I Cl l T222 I • T:215 : I I ' I 105.IK 88.IK ' 1pT5bxl2\:!! ft:---. ~1 1 /1 . lP [7 'l.UJ {1 I :l, I ,... T215 T:!:!:! I 105.IK ,A 88.IK ;;.c . I -'o-1:'\. .J.,.,·•\..J j I T216 ·"' T20<I _ ilJ, i I I T2Jq I T210 I j I ,A u I '1 I ~-'"'I"\. ' (II I ' Ii T216 1 :• 1J T20'! • 1 \ I 8 I : T216 ! T20'I I I ( . ,fJ1 I 1 I luJI 1, I T21E> /\ T20'I I , I I • I I T216 • T20'! 1 I I _ ,,,SI,(!;~ T:2l't . , . 1 ... ~~ ;,,1 ~ _. · .: , ~ t"n,O •f!1>''M 'fr$-~lii)fl; ~:i.:.:. l,w:A.=-i-2~ • . " , . I .,' , ,,,,.,,,J, ,,:·r-,,~,,,.,: • ;, .-·: \II>; , -", ,,; ,·• · 11,,·,ss·~.its,j,' I T21& I I f.; ,~ \ U T:lO"I • • • '£},•r> I l) I I I) I T216 I T2oq I riJ_I __ I "'' T2rT lb T223 I lll6.2K A , ':--- T216 I I .J tl'I I\. ,,. T20'I T21'1 I T210 I I I~ T2oq I UI I T2oq _, I ,..,, T:216 , ~' T:20'! I ,--- T:216 1 I I T20Cf t~~ I I l!l'l.6K I ;;.c ', i~~ --~ -, , .. l I .t.,,-<\.,· I \lll, I I I ' I I, , . I I \ t! ( ~ ·/ ...... WJ....!..!.. '., ,'' .,.,, ,.. N,, ''\/,','·, -\,., STRESS ANALYSIS: 48LH980/J ..... :;_,...-T1i 7 ,,7""3/fJ 8M00075~p2 CALLAWAY Gl I , ij sJ ,,,v,f If'" ·1 BASE LENGTH WORKING LENGTH DEPTH 8 2 3/4/ ~._53-10 3/4 48 BC PANLS LE= TC PANLS LE= FIRST HALF LE= FIRST DIAG LE= 10-0 4-9 1-1 3/8 11-1 3/8 DEPTHS LE= 48.000 MULTIPLE LOADING: DL + LL SBC PANELS AT 8-0 END STRUT TILT.ED SPECIAL 1ST COMP CENTERLINE= 48. 000 ,,,.,- PT LOAD OF 9,500...--LBS AT PANEL PT 7 EXTRA SHEAR ADDED TO EACH WEB= 475<J UNIFORM TC LOAD= 980 / UNIFORM BC LOAD= 0 EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 1 1 RE= 48.000 REACTIONS Rl= +31,158.96 R2= +31,158.96 MIN SHR= 7,789.'74 -------------STRESS ANALYSIS------------- NO MEM TC"F BC F SHEAR WEB F CSC WEB L 1 W2 -74,819 0 28,913 93,388 2.774 126.50 TILTED END STRUT VlS -67,407 2 W3 -·67, 407 3 W4 -93,756 .a.pjw5 -93, 756 1 6 -120,262 · 7 -120,262 7 W7 -120,262 8 W6 -120,262 9 W5 -93,756 10 W4 -93,756 11 W3 -67,407 TILTED END STRUT VlS -74,819 12 W2 -74,819 SE SQ END Vl END PNL V2 INTERIOR 0 74,314 74,314 109,072 109,072 127,325 127,325 109,072 109,072 74,314 74,314 5,364 23,548 18,469 14,.549 10,629 6,709 -·6 t 710 -10,630 -14,550 -18,470 -23,548 74,314 5,364 -0 -28,913 -----STD VERTICALS 13 14 15 MAX M.l\.X TC COMPRESSION=~l20,262.05 31,158 5,364 3,919 MAX INT TC :E>ANEL LENGTH= 48.00 MAX 0 -9,149 -29,490 33,713 -28,021 22,330 --16,638 -16,638 22,330 -28,021 33,713 -29,490 -9,149 93,388 1.705 -1.042 1.451 -1. 451 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.042 77.77 47.52 66.20 66.20 66:20 66.20 66.20 66.20 66.20 66.20 47.52 --1.705 77.77 -2.774 126.50 -31,158 1.000 45.60 -9,149 1.705 77.77 -3,919 1.000 45.60 BC TENSION= 127,325__,...2.l INT"1:$C PANEL~ LENGTH = , · ···"' ·s·~~ -~ ... > .. • -·· _.---~,.· • •1 • .. • • _ .. f. ' • .. • ·-' --••• • • • ..,_. ,_, __ .... .--,~--,-~-·--·-·-·····-··· ........... _ .. _, RUN ON 6-1-98 3/8 3/8 TL= 62,317.92 PP DISTANCE 0-2 4-9 0 1 1 10- 11- 15- 19-1 23-1 27-1 31-1 35-1 39-1 43-1 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 49-5 3/4 44'-2 3/4 96.00 . '•• ~ ... ~ .. -. . ......... ~ --~. STRESS ANALYSIS: 48LH980/J "'-:i Tll 7 7&'/8 I 8N00075-02 CALLAWAY G( A" ',. \l Ji, BASE L~NGTH 54-2 3/4 "PANLS TC PANLS FIRST HALF FIRST.DIAG LE= LE= LE= LE= WORKING LENGTH 53-10 3/4 DEPTH 48 10..:. 4- 1- 11- 0 9 1 3/8 1 3/8 5 BC PANELS AT 8-0 END STRUT TILTED SPECIAL 1ST COMP DEPTHS LE= 48.000 CENTERLINE= 48.000 MULTIPLE LOADING: DL +/-WL EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 1 1 RE= 48.000 RUN ON 6-1 3/8 3/8 PT LOAD OF 9,500/LBS AT PANEL PT 7 27.ll'LEr 27.ll'RE HORIZONTAL FORCES AT ENDS LEFT END TC= 13,100.00, BC= RIGHT END TC= -13, 100. 00 / BC::;: EXTRA SHEAR ADDED TO EACH WEB= 4 7 5-0 / 0.00 0.00 UNIFORM TC LOAD= 857 / UNIFORM BC LOAD= 0 REJi.CTIONS Rl= -i-27, 844. 36 R2= +27, 844. 36 MIN SHR= 6,961.09 -------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR 1 W2 -80,071 0 25,880 TILTED END STRUT VlS -73,589 2 W3 -73,.589 o:: =~;::~: 5 W6 -121,868 6 W7 -121,868 7 W7 -121,868 8 W6 -121,868 9 ws -97,434 10 W4 -97,434 11 W3 -73,589 TILTED END STRUT Vl s--8 0 , 0 71 12 W2 -80,071 13 SE SQ END 14 Vl END PNL 15 V2 INTERIOR 0 66,705 66,705 98,355 98,355 115,572 115,572 98,355 98,355 66,705 66,705 4,691 21,189 16,748 13,320 9,892 6,464 -6,463 -9,891 -13,319 -16,747 -21,189 6-6,705 4,691 ..... 0 -25, 880 -----STD VERTICALS 27,844 4,691 3,427 MAX TC COMPRESSION=-121,868.18 MAX MAX INT TC PANEL LENGTH= 48.00 MAX CJ WEB F 84,975 -8,000 -27,032 31,213 -26,235 21,258 -16,281 •1,6 I 281 21,258 -26,235 31,213 -27 I 031 -8,000 84,975 -27,844 -8;000 CSC WEB L 2.774 126.50 1.705 -1.042 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.042 77.77 47.52 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.52 -1.705 77.77 -2.774 126.50 1.000 45. 60 . 1.705 77.77 -3,427 1.000 45.60 ac TENSION= 115,572.39 INT BC PANEL LENGTH= ___ ._,,,_. ____ ..... ,,_ .. -•' ....... -··-·---···· . .. ..... ' ...... -·-· --· ... , :. . ..... •.. -·· ... ·•·--,.. •· ·• ••;-·-. -v·-•'""'·->-• --• ·••· TL= 55,688.73 PP DISTANCE 0-2 4-9 10-0 11-1 15-1 19-1 23-1 27-1 31-1 35-1 39-1 43-1 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 49-5 3/4 44-2 3/4 96.00 STRESS ANALYSIS: 48LH980/J ~-Tll 7 -rZ/8 . • .I RUN ON 6-1-98 8lif00®7:i5-02 CALLAWAY GC. i · Jj BASE LENGTH ,., 54-2 3/4 0 BC PANLS LE= TC PANLS LE= FIRST HALF LE= FIRST DIAG LE= DEPTHS LE= WORKING LENGTH .. 53-10 3/4 DEPTH 48 .. 10-0 5 BC PANELS AT 8- 4-9 END STRUT TILTED 1-1 3/8 SPECIAL 1ST COMP 11-1 3/8 48.000 CENTERLINE= 48.000 MULTIPLE LOADING: DL +/-WL 0 EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 1 1 RE= 48.000 //lb 3/8 3/8 PT LOAD OF 9,S0o/LBS AT PANEL PT 7 27 .11 'LE,,-, 27 .11 'RE HORIZONTAL FORCES AT ENDS LEFT END TC= -13,100.00....-BC= RIGHT END TC= 13,100.00 / BC= EXTRA SHEAR ADDED TO EACH WEB= 4750/ 0. 0-0 0.00 UNIFORM TC LOAD= 857 / UNIFORM BC LOAD= 0 REACTIONS Rl= +27,844.36 R2= +27,844.36 MIN SHR= 6,961.09 -------------STRESS ANALYSIS_,. __________ _ NO MEM TC F BC F SHEAR 1 W2 -53,871 0 25,880 TILTED END STRUT VlS -47,389 ~"\ W3 -47, 389 QW4 -71, 234 4 W5 -71,234 s W6 -:95,668 6 W7 -95,668 7 W7 -95,668 8 W6 -95,668 9 ws -71,234 10 W4 -71,234 11 W3 -47,389 TILTED END STRUT VlS -53,871 12 W2 -53,B71 13 SE SQ END 14 Vl END PNL 15 V2. INTERIOR 0 66,705 66,705 98,355 98,355 115,572 115,572 98,355 98,355 66,705 66,705 66,705 -0 -----STD MAX TC COMPRESS:CON= -95,668.18 4,691 21,189 16,748 13,320 9,892 6,464 -6,463 -9,891 -13,319 -16,747 -21,189 4,691 -25,880 VERTICALS 27,844 4,691 3,427 MAX MAX MAX INT TC PANEL LENGTH= 48.00 (:---) \:;;;:;I WEB F 84,975 -8,000 -27,032 31,213 -26,235 21,258 -16,281 -16,281 21,258 -26,235 31,213 -27,031 -8,000 84,975 csc 2.774 1.705 -1.042 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.451 -1.451 i.042 -1.705 -2. 774 WEB L 126.50 77.77 47.52 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.52 77.77 126.50 -27,844 1.000 45.60 -8,000 1.705 77.77 -3,427 1.000 45.60 BC TENSION= 115,572.39 INT BC PANEL LENGTH= . -, -... ····--· ....... ,,'";' .... ---······· .... --.-,·-······ ....... -..... ···--.. ,. .. ___ _ TL= 55,688.73 PP DISTA..'N"CE 0-2 4-9 10-0 11-1 3/8 15-1 3/8 19-1 3/8 23-1 3/8 27-1 3/8 31-1 3/8 35-1 3/8 39-1 3/8 43-1 3/8 49-5 3/4 44-2 3/4 96.00 .... ·,< ~I STRESS ANALYSIS: 48LH980/J ..... \ Tll 7 ,1 -rZtt3 8~0,0'().'.J,5-02 ~ CALLAWAY GC. BASE #S LENGTH 2 3/4 BC PANLS LE= TC PANLS LE= FIRST HALF LE= FIRST DI.AG LE= . WORKING LENG'rH ~ 53-10 3/4 'DEPTH 48 10-0 4-9 1-1 3/8 11-1 3/8 5 BC PANELS AT 8-0 END STRUT TILTED SPECIAL 1ST COMP DEPTHS LE= 48.000 CENTERLINE= 48.000 MULTIPLE LOADING: DL + 0.75(LL +/-WL) --RUN ON 6-1-SE EFF DEPTH !/// 45.6 RE= 10-0 RE= 4-9 RE= 1-1 3/8 RE= 11-1 3/8 RE= 48.000 PT LOAD OF 9,500,LBS AT PANEL PT 7 2 7 . 11 ' LE / 2 7 . 11 ' RE HORIZONTAL FORCES AT ENDS 0.00 0.00 LEFT END TC= 9,825.00/ BC= RIGHT END TC= -9,825.00/ BC= / EXTRA SHEAR ADDED TO EACH WEB= 4750 UNIFORM TC LOAD= 949. 25 / UNIFORM BC LOAD= 0 REACTIONS Rl= +30,330.31 R2= +30,330.31 MIN SHR= 7,582.58 -------------STRESS ANALYSIS------------- NO MEM TC F BC F SijEAR WEB F CSC WEB L 1 W2 -82,682 0 28,154 91,285 2.774 126.50 TILTED END STRUT VlS -75,503 .<·~ W3 -75,503 t:z_j/w4 -.101,226 4 W5 -101,226 5 W6 -127,213 6 W7 -127,213 7 W7 -127,213 8 W6 -127,213 9 05 -101,226 10 W4 -101,226 11 W3 -75,503 TILTED END STRUl' VlS -82,682 12 W2 -82,~82 SE SQ END Vl END PNL V2 INTERIOR 0 72,412 72,412 106,393 106,393 124,387 124,387 106,393 106,393 72,412 72,412 72,412 -0 -----STD TC COMPRESSION=-127,213.58 5,196 22,958 18,039 14,242 1,0,445 6,648 -6 t 648 -10,445 -14,242 -18,039 -22,958 5,196 -28,154 VERTICALS 30,330 5,196 3,796 MAX 13 14 15 MAX MAX INT TC PANEL LENGTH= 48.00 MAX (··-.) ~ -·8 f 862 -28,876 33,088 -27,575 22,062 -1'6,549 -16,549 22 I 062 -2·7, 575 33,088 -28,876 -8,.862 91,285 1.705 -1.042 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.042 77.77 47.52 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.52 -1. 705 77. 77 -2.774 126.50 -30,330 1.000 45.60 -8,862 1.705 77.77 -3,796 1.000 45.60 BC TENSION= 124,387.00 INT BC PANEL LENGTH= TL= 60,660.62 PP DISTANCE 0-2 4- 10- 11- 15- 19- 23- 27- 31- 35- 39- 4.3- 9 0 1 3/8 1 3/8 1 3/8 1 3/8 1 3/8 1 3/8 1 3/8 1 3/8 1 3/8 49-5 3/4 44-2 3/4 96.00 •• ,· ••• -........ "'•"·~··· -____ ,_ ·.-... , ••••••••• , ---·--·-•--· __ • .J.,...;..;...' , •• , ___ ... -,"."'T'':::p_-;:::, ~-,.=,. •. -_=.,·•=,~,....· ___ -:-, '""C,_,.= ... ---:-... -:-_ --:",.'-:---,,-:-;,.,_,.-,.-,,-c,-,,_-.,.,,---,-, .-_-.,,_.,,-.,, ,~-.-. -. ----=.::·_,-., _,.,.., .• -. ---,-.,...,-....,....___,,,...,.__,., S)'.R:e;S&i.ANALYSIS: 48LH980/J ...... '\ Tll 7 J tZ/8 ~~ ·8N00075-02 CALLAWAY GC. .. · ·ta! ; 7 ..... ~ B~SE LENGTH c) 2 3/4 .. WORKING LENGTH ·'-53-10 3/4 DEPTH 48 BC PANLS TC PANLS FIRST HALF FIRST DIAG LE= 10- LE= 4- LE= 1- LE= 11- 0 9 1.3/8 1 3/8 DEPTHS LE= 48.000 5 BC PANELS AT 8-_O END STRUT TILTED SPECIAL 1ST COMP CENTERLINE= 48.000 MULTIPLE LOADING: DL + 0.75(LL +/-WL) '.:"..-: ... ....._ RUN ON· 6-1-98 EFF DEPTH l//2- 45.6 RE= 10-0 RE= 4-9 RE= 1-1 3/8 RE= 11-1 3/8 RE= 48.000 PT LOAD OF 9,500...-:LBS AT PANEL PT 7 27.ll'LE / 27.ll'RE HORIZONTAL FORCES AT ENDS LEFT END TC= -9,825.00/ BC= RIGHT END TC= 9,825.00/ BC= EXTRA SHEAR ADDED TO EACH WEB= 4750,,.,- 0.00 0.00 UNIFORM TC LOAD= 949.2:3" UNIFORM ac LOAD= 0 REACTIONS Rl= +30,330.31 R2= +30,330,31 MIN SRR= 7,582.58 ------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L 1 W2 -63,032 0 28,154 91,285 2.774 126.50 TILTED END STRUT VlS -55,853 ~3 -55,853 ~4 -81,576 4 W5 -81,576 5 W6 -107,563 6 W7 -107,563 7 W7 -107,563 8 W6 -107,563 9 W5 -81,576 10 W4 -81,576 11 w3 -55,85; TILTED END STRUT VlS -63,032 12 W2 -~3,032 SE SQ END Vl END PNL V2 INT~RIOR 0 72,412 72,412 106,393 106,393 124,387 124,387 106,393 106,393 72,412 72,412 72,412 -0 -----STD TC COMPRESSION=-107,563.58 5,196 22,958 18,039 14,242 10,44.5 6,648 -6,648 -10,445 -14,242 -18,039 -22,958 5,196 -28,154 VERTICALS 30,330 '5,196 3,796 MAX 13 14 15 MAX MAX INT TC PANEL LENGTH= 48.00 MAX EJ -8 t 8-62 -28,876 33,088 -27,575 22,062 -16,549 -16,549 22,062 -27,575 33,088 -28,876 -8,862 91,285 1.705 -1.042 1.451 -1.451 1.451 -1.451 1.451 -1.451 · 1.451 -1.451 l. 042 77.77 47.52 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.52 -1.705 77.77 -2.774 126.50 -30,330 1.000 45.60 -8,862 1.705 77.77 -3,796 1.000 45.60 BC TENSION= 124,387.00 INT BC PANEL LENGTH= TL= 60,660.62 PP DISTANCE 0-2 4-9 0 1 1 1 1 1 1 1 1 1 10- 11- 15- 19- 23- 27- 31- 35- 39. - 43- 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 49-5 3/4 44-2 3/4 96.00 , i·~ ~ ........ \ -~ " ,, !) .'ti,. l ~ 48LH980/123 Tll 7, t"Z'ltf; }~ 8N00075-0.2 CALLAWAY GOLF ·' fl ------~ MULTIPLE ANALYSIS SUMMARY BC COM 0 MEM TC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TEN 0 0 0 0 0 -o 0 0 .0 0. 0 0 0 0 0 TC COM -82,682 -75,503 -101,226 -101,226 -127,213 -127,213 -127,213 -127,213 -101,226 -101,226 -75,503 -82,682 0 0 0 BC TEN 0 74., 314 74,314 109,072 109,072 127,325 127,325 109,072 109,072 74,314 74,314 0 o· 0 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 WI.XIMUM UNIFORM LOAD: TOP CHORD= 980 MEM 1 2 3 i[) .J 6 7 8 9 -------CONSOLIDATE LEFT TC TEN TC COM BC TEN 0 -82,682 0 0 -75,503 74,314 0 -101,226 74,314 0 -101,226 109,072 0 .-127,213 109,072 0 -127,213 127,325 0 0 0 0 0 0 0-0 0 & RIGHT BC COM -0 0 0 0 0 0 0 0 0 MAXIMUM UNIFORM LOAD: TOP CHORD= 980 ("'\ ~ -------'---------,---~~-~---~----- WEB TEN 93,388 0 33,713 0 22,330 0 0 22,330 0 33,713 0 93,388 0 0 0 WEB TEN 93,388 0 33,713 0 22,330 0 0 0 0 WEB COM 0 -29,490 0 -28,021 0 -16,638 -16,638 0 -28,021_ 0 -29,490 0 -31,158 -9,149 -3,919 WEB COM 0 -29,490 0 -28,021 0 -16,638 -31,158 -9,149 -3,919 ----- RUN ON 6-1-98, 1/G '. ,,. ;c,i_ .... !!J' I ~ :·, MEMBER S'IZES: 48LH980/123 Tll 7 7'6/8 j 8N00075-02 CALLAWAY GOLF / :ftNG LOAD OUTSIDE DEPTH BC = 42 .... ., = = = 50,000.000 980.000 48.000 Fb = ASSUMED FORCE = ASSUMED EFF DEPTH= AREA= 2.8590 y(x).= 1.1380 Ryy BC UNIF LOAD = 18 7. 500 /_ Sl = 2.0512 3.8304 Rz Ss = TC = 42 ·-- 30,000.000 127,213.587 45.600 = = 0.7880 1.5230 AREA= 2.8590 Rx = 1.2350 y = 1.1380 Sl = 3.8304 ACTUAL EFF DEPTH = /45. 724) CORRECTED LOAD TC= 126,1s68.594 L/Rx = 29.149 USING L = 48.00 L/Rz ~ 30.456 USING L = 24.00 Fa = 27, 09·6 .1 USING L/R= 30. 45 MID PANEL MOMENT= 7,840.000 MID PANEL fb = 1,023.390 fa/Fa = 0.818 MAX LOAD (FILLERS)= 143,821.82 NO INTERIOR FILLERS REQUIRED Rz = 0.7880 Ryy = 2.0512 Ss = 1.5230 Qs = 1.0000 GAP BETWEEN CHORD= 1.000 BC ~ 126,979.916 L/Ryy= 17.550 USING L = 36.00 WITH FiiLERS K= 0.75 F'e= 175,743.82 Cm= 0.94950 PANEL POINT MOM = 15,680.000 PANEL POINT fb = 5,147.529 BENDING RATIO 0.037 MAX LOAD NO FILLER= 139,082.46 TOP CHORD mp= 0.85591 USING TC= 42 = 4 X 4 X .375 PP= 27,335.11132 MAX SHEAR CK= 11,403.017·63 AT JOINT 7 BC STRESS = 22,207.05079 USING BC= 42 = 4 X 4 X .375 M.Z\.X SHEAR CK= 11,834.75308 AT JOINT 2 CaN~D BOTTOM CHORD STRESSES MID-PANEL = 22,990.257 PANEL POINT = 26,146.486 END PANEL CHECK = AXIAL LOAD = Fa = fb PANEL PT = Cm = PANEL PT= 27,006.4 FIRST PANEL CHECK= AXIAL LOAD = Fa = fb PANEL PT = Cm = PANEL PT= 25,754.S BOTTOM CHORD L/Rz= -JIAX BRIDGI~G CHECK MOMENT OF INERTIA= ,,-. U. ,,, __ . -. . ' ~------··-···· END PANEL CHECK W= 980 LEFT END LENGTH = 82,457.86 AXIAL STRESS fa = 20,975.35 F'e = 12, ·s.as. 72 -!b MID-PANEL = 0.942 fa/Fa = MID PJI .. NEL= 0. 7620 NO FILLERS LEFT END 75,299.23 15,410.34 12,585.73 0.865 MID PANEL= LENGTH = AXIAL STRESS fa = F'e = fb MID-PANEL = fa/Fa = 0.9941 NO FILLERS 55.00 14,420.75 75,293.88 1,917.04 0.687 L/R= 69.79 76.38 13,168.80 39,046.54 3,209.2_8 0.854 L/R= 96.92 121.827 TC OAL/Ryy TC= 29.05' BC= 41.02' 5,994.7 LL 360=1,430.5 = 315.292 LEN/360= 1.80" • • -•·•-I • .---• RUN ON 6-1-98 I /17' : ... ft!~B"~ESIGN: 0;;.;;1. 8N00075-02 ~;:~-~ ... ~-, NUMBER SIZE .·' 1 W2 32 2 W3 22 3 W4 20 4 WS 24 5 W6 15 6 W7 20 7 SE 23 8 Vl 27 9 V2 15 TOTAL WELD= -O--. , ·;,;,.,.~-' ) -.. .l .' \ 48LH980/123 Tll 7 73'/6 CALLAWAY GOLF~ ----. :·~-:~. :~ RUN ON 6-1-S I /15 .. ~ TC= 42 = 4 X 4 X .375 BC= 42 = 4 X 4 X .375 ------WEB DESIGN------ QTY ACTUAL T ALLOW TACTUAL C ALLOW C WELD ANGLE NAME 2 B 93,388 97,384 0 42,319 25.2 3 X 3 X .281 2 B 0 40,783 29,490 30,353 11. 3 2 X 2 X .176 2 B 33,713 36,360 0 21,353 14.6 2 X 2 X .156 2 B 0 49,510 28,021 29,88~ 8.8 2 X 2 X .216 2 B 22,330 29,088 0 14,967 10.6 1 3/4 X 1 3/4 X .143 2 B 0 36,360 16,638 21,353 7.2 2 X 2 X .156 ----STANDARD VERTICALS ---- 2 B 0 43,207 31,158 33,238 11.3 2 X 2 X .187 1 0 30,754 9,783 10,936 3.2 2 1/2 X 2 1/2 X . 212· 1 0 14,544 4,554 7,165 2.2 1 3/4 X 1 3/4 X .143, 364 K = 0.75 MIN COMP= 0.25 <a • ,·,: ·•-,n• I CERTIFICATE OF COMPLIANCE (Part 1 of 2) MECH-1 PROJECT NAME ~ -P --H, .,..,...., ,-.> <.» DATE C,,4-,_._~..., /e::+A~-e» i./-t::,. zoo / PROJECT ADDRESS ~c.--e::»~, CA .. PRINCIPAL DESIGNER-MECHANICAL /'~cac:::. TELEPHONE Building Permit# Mc.P~c..ANE " 46,Sts z,; C97 -Z.. / DOCUMENTATION AUTHOR -A~c=c:. TELEPHONE Checked by/Date Mc:. PA12t.A ~ ~~ 'Z.ii °11'2-f Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS 4-G=,-~__..., I BUILDING CONDITIONED FLOOR AREA MODIFIEI> All~ ~ 2,~s. . ..cr. BUILDlf'.'G TYPE Ji{ NONRESIDEN1:IAL 0 HIGH RISE RESIDENTIAL D H.OTEUMOTEL GUEST ROOM PHASE OF CONS:rRUCTION 0 NEW CONSTRUCTION D ADDITION Jg ALTERATION 0 UNCONDITIONED (file affidavit) METHOD OF MECHANICAL COMPLIANCE ig PRESCRIPTIVE D PERFORMANCE PROOF OF ENVELOPE COMPLIANCE Ji?' PREVIOUS ENVELOPE PERMIT 0 ENVELOPE COMPLIANCE A TT ACHED STATEMENT OF COMPLIANCE NO 6N'lELOPe ~'ll'b\O~ \ This Certificate of Compliance lists the building fec!tures and performance specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the doc'umentation is accurate and complete. DOCUMENTATION AUTHOR DATE The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets. with the specifications, and with any other calculations submitted with this permit application .. The proposed building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: ~ S I hereby affirm that I am eligible under the pr9visions of Division 3 of the Business and Professions Code to ~ig;.i~ document as the_ person responsible for it's preparation: and that I am licensed in the State of California as ~ engineer or mechanic91 engineer, or I am a licensed architect. · D 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 person responsible for its preparation: and that I am a licensed contractor performing this work. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structare or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1. (These sections of the Business PRINCIPAL MECHANICAL DESIGNER-NAME D~· ~ \~.,b.,~c; MECHANICAL MANDATORY ME:ASURES Indicate toc~tion on plans of Note Block for Mandatory Measures in the Nonresidential Manual.) DATE UC.# 4-(p .. 2eot ·:M$c::o.:=:i o r-l-l · 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. Part 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 submt"ttals unless required ventilation rates and airflows are shown on plans. See 4.3.4. MECH-4:· .Required for all prescriptive submittals. Nonresidential Compliance Form Novcmbar 1998 C_b6//3 <14 .. ~,., ·,. ·CERTlFICATE OF COMPLIAN·CE {Part 2 of 2) MECH-1 f-{ 1-r-r' INC.. SYSTEM FEATURES . I MECHANICAL SYSTEMS · .... l·s_Y_s_r_E_M_N __ A_M_E ________ ___,j ·L.-· __ A_H_-_I __ ....JI I I ._I ______ _, .... _~0_1dT_9~-~-~-P~_-1E_u;_~_, TIME CONTROL 6 SETBACK CONTROL P. ISOLATION ZQNES 1 HEAT PUMP THERMOSTAT? tJ ELECTRIC HEAT? N FAN CONTROL t-1/A VAV MINIMUM POSITION CONTROL? tJ/A SIMULTANEOUS HEAT/COOL? M HEAT AND COOL SUPPLY RESET? ..., · VENTILATION ~ Ot/TOOOR DAMPER CONTROL? A ECONOMIZER TYPE N DESIGN 0.A. CFM (MECH-3, COLUMN H) C.,o.o HEATING EQUIPMENT TYPE UT6 C.OI<- HIGH EFFICIENCY? I fF YES ENTER EFF. # "-'IAI ,...I.A I I MAKE AND·MODEL NUMBER ·M,. ~. ,r-,...'-(' R~ COOLING EQUIPMENT TYPE ~I.CJ. (!Of C- HIGH-EFFICIENCY? j IF YES ENTER EFF. # '"VA I t'/A I T MAKE AND MODEL NUMBER He~,._" ~t>~ PIPE INSULATION REQUIRED? -(~~ PIPE TYPE (SUPPLY, RETURN, ETC.) Sui-,-1.)t ~ 26-nn.t..! · H~TING DUCT LOCATION R-VALUE "..... "C.. R. q ''2._. COOLING DUCT LOCATION R-VALUE ~~lUtJG. L4 .2 DUCT TAPE ALLOWED? N CODE TABLES: Enter code from table below·into columns above. HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK ISOLATION FAN CONTROL CTRL. ZONES ELECTRlC HEAT? S: Prog. Switch H: Heating Enter number I: Inlet Vanes 0: Occupancy C: Cooling of Isolation P: Variable Pitch VAV MINIMUM POSITION CONTROL? Y: Yes Sensor B: Both Zones V:VFD M: Manual Timer 0: Other SIMULTANEOUS HEAT/COOL? N:No c·curve HEAT AND COOL SUPPLY RESET? . VENTILATION OUTDOOR ECONOMIZER OESIGNO.A. DAMPER CFM HIGH EFFICIENCY? 8: Air Balance A: Auto A:Arr Enter Design C: Outside Air Cert. G: Gravity W.Water Outdoor Air CFM DUCT TAPE ALLOWED? M: Outside Air ., N. N·ot Note This shall be Measure Required no less than PIPE INSULATION REQUIRED? D: Demand Control Column Hon N .. Natural MECH-3. Nonresidential Compliance Form November 1998 • ~ r ~ I ...; . MEC·HANICAL EQl)IPMENT·SUMMARY (Part 1 of 2) MECH-2 P~NAME ·. '--'-'~Ai C:>o'-~ -H '"tTtt,;) c. ~A"'(.S I DATE 4 -(o.iz.oo I CHILLER AND TOWER SUMMARY .. PUMPS Equipment Total Motor Drive Pump Name Equipment Type Qty. Efficiency Tons Qty. GPM BHP Eff. Eff. Control {;~\,:.,,~ 11 ~ ... "1'2.6..t p, ... ·--·-j -· '"\ l,•U ·, I C io. c:. - DHW /. BOILER SUMMARY Energy Factor Standby TANK INSUL. -Rated Vol. or Recovery Loss or External System N_ame System Type Distribution Type Qty .. Input -(Gals.) Efficiency Pilot R-Val E \C.t'!>'Tt~G. f\ .;., tsrll"' (. ~.~T P.:::>f5t l a~ · CENTRAL SYSTEM RATINGS I HEATING COOLING Aux. Economizer System Name System Type Qty. Output kW Efficiency ·Output Sensible Efficiency Type . ~~l ~T\~C:a (1 r,:;t,. n-~--f >,_~~T CENTRAL FAN SUMMARY SUPPLY FAN RETURN FAN Motor CFM BHP .Motor Drive CFM BHP Motor ·Drive Sy.stem Name Fan Type Locatio_n Eff. Eff. Eff. Eff. ,.-A\-\-.,_ ' l\~.t:.tF ~\tt. \\)tl.\e1 C::OQO ·7.S · to% fsOo/o ~IA - Nonresidencial Compliance Form November 1998 , 1 ME-CHANICAL EQUIPMENT SUMMARY (Part 2 of 2) MECH-2 P~TNAME a. . H t'1'T\ ~-~~s DATE ' t...J...,,,;f,.t,J,,J.,J:,,,,.tj Ml~ -A I c_, /1...eo, VAVSUMMARY .. VAV FAN BASEBOARD System Min. CFM · Reheat? Flow Motor Drive Zone Name· Type Qty. Ratio Type 6.T · Ratio. CFM BHP Eff. Eff. Type Output t-,\/J>. .. . . I EXHAUST J=AN SUMMARY EXHAUST FAN EXHAUST FAN Motor Drive Motor Drive Room Name Qty. CFM BHP Eff. Eff. Room Name Qty. CFM BHP Eff. Eff. N/A .. Nonresidential Compliance Form November 1998 . .. . ..., '--"1 • .., • J , , MECHANICAL VENTILATION MECH-3 .I DATE I 4 · c,, -"Z...c.oo \ MECHANICAL VENTILATION [[I . 1£] [I] QJ AREA BASIS OCCUPANCY'BASIS REQ'D. DESIGN COND CFM· MIN, NO. CFM . MIN. O.A. OUTDOOR TRANSFER ZONE/ AREA PER CFM OF PER CFM (MAX. OF D AIR VAV AIR S)'STEM (SF) SF (BX C) PEOPLE PERSON (EX F) ORG) CFM MIN. CFM CFM A'ri-\ l~?loo 0,1{ 4ct~ ~'o ,s .4qr 4cts "oo - Totals (For MECH-4) !AC\ 'S I Minimum ventilation rate per Section § 121. T'able ·1-F. Based on expected number of occupants or at least 50% of-Chapter 10 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 & exhaust fans which Operate al design conditions. Must be greater than or equal to{H -1). and. for VAV. greater than or equal to {H · J). Nonresidential Compliance Form November 1998 I ~ . ' MECHANICAL SIZING A.ND FAN POWER MECH-4 . . DA'TE -~-t.oo' FLOOR AREA ~~oo Sq.Fr I NOTE: Provide one copy·of this form for each i:nechanical system when_ usiog the .Pr_escriptive-Approith .. _ I SIZING and EQUIPMENT SEl,.ECTION 1. bESIGN CONDITIONS: COOLING I H;NG I . -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 9o -OUTDOO_R, WET BULB TEMPERATURE (APPENDIX C) -INDOOR, DRY BULB TEMPERATURE (See Chap. 8, ASHRAE handbook, 1993) 2.SIZING -DESIGN OUTDOOR AIR CFM (MECH 3; COLUMN I) !---'--'--~~---! -ENVELOPE LOAD -Btu/Hr (ENV-2 Part 2 of 5 Column E) --~---LIGHTING ' 1 ':, W / SF (Adjusted Actual Watts-L TG-2) ,__ ___ _ -PEOPLE # OF PEOPLE (MECH 3; COLUMN E) 1--..-..:.:c_--'---'l -MISCELLANEOUS EQUIPMENT WATTS/SF -OTHER 2) 3) TOTALS OTHER LOADS/SAFETY FACTOR (1.21 fer cooling, 1.43 for heating) MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x OTHER LOAD SAFETY FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY 170 ~s 15'-iSe ii'off ,~,o4 zv--~;r I '16 I I €0/,sll KBtu / Hr ~K-B-tu_/_H_r ~ iF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN I FAN POWER CONSUMPTION DESIGN !~l EFFICIENCY FAN DESCRIPTION BRAKE HP MOTOR DRIVE , NOT!;:: Include only fan systems exceeding 25 HP (see§ 144). Total Fan System Power Demand may not exceed 0.8 WattslCFM for constant volume systems or.1.25 WattslCFM for VAV systems. Nonresidential Compliance Form .., NUMBER . m= FANS TOTALS I PEAK WATTS CFM 8 XE X 746 / {C X D) (Supply Fans) .___ __ __.I I'----;:=====: TOTAL FAN SYSTEM POWER DEMAND WATTS/CFM Col.FI Col. G November 1998