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Home My WebLink About2180 RUTHERFORD RD; ; CB080772; Permit' I Ci_ty of car15ibad 03-31-2009 1635 Faraday Av Carlsbad, CA 9,~008 Co~mercial/lndustrial P~rmit Permit No: CB080772 Building Inspection Request Urie (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2180 RUTHERFORD RD CBAO Tl Sub Type: 2120702500 Lot#: $345,056.00 Construction Type: Reference #: CALLOWAY: 7,411SF WAREHOUSTTO INDUST 0 5B TO EMPLOYEE CAFETERIA W/EX1. DINING PATIO Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: Applicant: , CALLAWA'J GOLF CO CALLAWAY GOLF CO ISSUED 04/28/2008 JMA 03/31/2009 03/31/2009 C/0 DUCHARME MCMILLEN & ASSOC INC 20830 N TATUM BLVD #240 C/0 DUCHARME MCMILLEN & ASSOC INC 20830 N TATUM BLVD #240 PHOENIX AZ 85050 Building Permit Add'J Building Permit Fee Plan Check Add'! Plan Check Fee Filan Check Discount Strong -Motion Fee Park Fee LFM Fee Bridge.Fee STD #2Fee BTD #3 Fee Renewal Fee Add'! Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size. Add'I Pot. Water Con. Fee Reel. Water Con. Fee Gr.een Bldg Stands (SB1473) Fee $1,422.81 $0.00 $924.83 $215.00 $0.00 $72.46 $0.00 $0.00 $0:00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? PHOENIX AZ 85050 Meter Size Add'! Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee $0 00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $356.00 $220.00 $119.50 $0.00 $0.00 $0.00 $0.00 ?? TOTAL PERMIT FEES $3,330.60 Total Fees: $3,330.60 Total Payments To Date: $3,330.60 Balance Due: $0.00 BU)LDING PLANS \T 1N S10RAGE-.:5CCU,rl~ lnspE3ctq~ - FINAL APPROVAL Date: . <1,/)5,/45 Pn Clearance: _____ _ NOTICE: Pleas~ take NOTICE that ~pproval of your project in~ludes the "lrpposition"·of fees. dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions;" You have 90 days from the date this permit was issued to protest imposition ,of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a)', and file the protest and any·other required information with the City Manager for processing in accordance with Carlsbad Municipal C9de Section 3.32.030. Failure to timely follow that p;ocedure will bar any subsequent legal action to attack, review, set asitje, void, or annul their imposition. You are hereby F-URJHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity chaoges, nor plf!nning, zoning, grading or other similar application-processing or service fees in connection wiih this project. NOR DOES IT APPLY to any · fees/exactions of which ou have revi u I , een iven a NOTI E similar to this or as to-which the statute of limitations has reviousl otherwise ex ired. ~ .) ~ . \)J> /. Cit5' of Carlsbad .f 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718; 2719 / 7541 Fax: 760-602-8558 Building Permit Application JOBADDR_ESS 2180 Rutherford Road CT/PROJECJ # LOT# PHASE# # OF UNITS # BEOROOMS DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) SUITE#/SPACE#/UNIT# Plan Check NoCJ8 () ~(?' '2.. Est. Value __;z:z-q ; f;~::,-Of::>b Plan Ck. Depositf 7 37 _ ii=o APN 212 070 23 -::. 00 #.BATHROOMS TENANT BUSINESS NAME CONSTR. lYPE OCC. GROUP CALLAWAY GOLF V-B B,F,S 7,411 S.F. employee cafeteria tenant improvement including mechanical, plumbing, electrical and kitchen within an existing 2-story tilt-up concrete and glass building. Exterior dining patio {site modifications) are part of this permit. GARAGE (SF) . PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS B1, F1, 51 YESO No[Z] YEsONo[Zj YES@NoO CONTACT.NAME (If Different Fom Applicant) Andrew Tarango APPLICANT NAME Same as contact ADDRESS ADDRESS 12220 El Camino Real, Suite 200 CITY STATE ZIP CITY STATE ZIP San Dieao CA 9213Q PHONE FAX PHONE FAX (858) 793-4777 (858) 793-4787 EMAIL EMAIL andrewt@sca-sd.com PROPERTY OWNER NAME CALLAWAY GOLF ADDRESS 2180 Rutherford Road -CITY ·sTATE Carlsbad CA ZIP 92008 STATE CA-ZIP~ / / 2,,,)2,~ PHONE FAX (760) 931-1771 (760) 930-5350 FAX~ EMAIL mikema@callawaygolf.com, eds@callawaygolf.com ARCH/DESIGNER NAME & ADDRESS STATE LIC. # Chervl D. Smith-12220 El Camino Rea C11101 llY BUS. LIC.# 120,c.;¥>s (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 ttiat he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500}). Workers' Compensation-Declaration: / hereby affirm under penally of pe,juty one of the following declarations: Qi.have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permitis issued. ,K.l! have and will maintain workers' compensation, as required by Section 3700 of the Labor Code; for the performance of the work! which tljjs_ pe!Tllil,is issued. My workers' compen~tip in ranee carrier and policy number are: Insurance Co ux__k,.~ P-,~"'-r'-111<-€ f.3(0~<; Policy No.A'. IW 3G, lL:'.f 0..,10 \ Expiration Date-=...f~l'-+-'/_c> ____ _ This section need not be completed if the permit is for one hundred dollars ($.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 alifomia. WARNING: Failure to secure work ' sat o overage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in !Kl f · · n 3706 of the Labor code, interest and attorney's fees. I hereby affirm that I am exempt from Contractor's Lie .D D D i, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractors License Law). 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. OYes ONo 2. I (have/ have not) signed an application for a building permit for the progosed work. 3. i have contracted with the following person (firm) to provide the proposed construction (include name address I phone/ contractors' license number): 4. 1·p1an 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/ 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/ type of work): _RS PROPERTY OWNER SIGNATURE DATE II, _Is th applicant or future building occupant required to submit a business.Jl]fil), 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? D Yes LJNo Is \he applicant or future building occupant required to obtain a permit from the air pollution control district or a~ality management district? 0Yes D No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes LJNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I cettifythatl have read the appllcation and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. i hereby authorize representative of the City of Carlsbad to ent!)r upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days·trom the date of such permit orif the building or work au · ed by such permit is suspended or abandoned at any time after the work is commenced for a riod of 1 0 days (Section 106.4.4 Uniform Building Code). Ji5 APPLICANT'S SIGNATURE DATE -1'/;JB '<::)83> '. " .. City of Carlsbad Bldg Inspection Request For: 06/22/2009 Permit# ·cB080772 Inspector Assignment: TP Title: CALLOWAY: 7,411SF WAREHOUST TO Descrip_tion: TO EMPLOYEE CAFETERIA W/EXT. DINING PATIO Type:TI Job Address: Suite: Location: Sub Type: INDUST 2180 RUTHERFORD RD Lot 0 APPLICANT CALLAWAY GOLF CO Owner: CALLAWAY GOLF CO Remarks: Phone: 8589670~44 Inspector: L Total Time: Requested By: BOB Entered By: JANEAN CD Description Act Comments 19 Final Structural _J/!_ ________ _ 29 Fin~I Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Date Associated PCRs/CVs Original PC# PCR00003 ISSUED PCR01025 ISSUED PCR07105 ISSUED PCR08067 ISSUED NEW SEISIMIC CALCULATIONS; CALLAWAY-REV FLOOR/CEILING; ANCHORS -SEISMIC CALLA WAY GOLF; MECHANICAL REVISIONS CALLAWAY-DEFERRED SUBMITTAL; PARKING STRUCTURE STAIRS PCR08112 ISSUED CALLAWAY-DEFERRED STAIRS; SUBMITTAL PCR09035 PENDING CALLAWAY GOLF HEADQUARTERS; DELTA 1 REVJSIONS, ARCH., MECH., STRUCT PCR09069 PENDING CALLAWAY-ADD COMPOUNDING LAB; ELIMINATE DATA CENTER & MULTIPLE Cl Inspection History Description Act lnsp Comments 06/17/2009 89 Final Combo PA TP FOR OCCUP. /CORR. REMAIN 06/11/2009 89 Final Combo co TP OK TO OCCUPY FOR Taining only 06/04/2009 12 Steel/Bond Beam AP TP PATIO S.O.G. 06/04/2009 14 Frame/Steel/Bolting/Welding AP TP DUMPSTER ENCL. 05/29/4009 12 Steel/Bond Beam AP TP S.O.G.@ SERV. YARD 05/29/2009 14 Frame/Steel/Bolting/Welding PA TP 2ND FLR \, City of Carlsbad Bldg Inspection Request For: 06/22/2009 Permit# CB080772 Inspector Assignment: TP 05/18/2009 23 Gas/Test/Repairs AP TP 24 HR TEST 05/11/2009 14 Frame/Steel/Bolting/Welding PA TP T-CLNG @ KIT BORDERS ONLY 05/07/2009 84 Rough Combo co TP t-clng@kit 04/29/2009 34 Rough Electric AP TP SUB PNLS, XFRMS 04/23/2009 24 Rough/Topout AP TP TEST FOR LAV PIPES 04/1.5/2009 17 Interior Lath/Drywall AP TP sup. Gyp clng at carr. 04/10/2009 17 Interior Lath/Drywall WC RB 04/10/2009 84 Rough Combo PA RB ok at hard lid area 04/08/2009 84 Rough Combo co TP SUPP GYP CLNG CONF. W/ARCT. 04/07/2009 14 Fram~/Steel/Bolting/Welding co TP SUP GYP CLNG 04/07/2009 17 Interior Lath/Drywall AP TP WALLS 04/03/2009 84 Roµgh Combo co TP t clmns 04/02/2009 23 Gas/Test/Repairs AP TP 24 HR TEST COMPLETE 04/02/2009 44 Rough/Ducts/Dampers AP TP GREASE DUCTS FOR WRAP 04/01/2009 14 Frame/Steel/Bolting/Welding AP TP WALLS 04/01/2009 24 Rough/Topout AP TP 04/01/2009 34 Rough Electric. AP TP WALLS 04/01/2009 44 Rough/Ducts/Dampers NR' TP Cllv 11.cartsbad · Final Building Inspection Dept: Building Engineering Planning CMWD S~ Lite .. ljrfF' Plan Check#: Date: 06/11/2009 Permit#: CB080772 Permit Type: Tl Project Name: CALLOWAY: 7,411SF WAREHOUST TO Sub Type: INDUST TO EMPLOYEE CAFETERIA W/EXf. DINING PATIO Address: 2180 RUTHERFORD RD Lot: 0 Contact Person: BOB Phone: 8589670944 Sewer Dist: CA Water Dist: CA .......................................................................................................................................................... Inspected /. Date ( ' / By: (9,, J,,,)(.)),, V Inspected: ~ H o?) Approved: ~V __ Disapproved: -- lnspecteo _,, 0 Date By: __________ Inspected: _____ Approved: ___ Disapproved: __ Inspected Date By: Inspected: -----'~Approved; ___ Disapproved: __ .......................................................................................................................................................... , Comments: _________________________________ _ June 29, 2009 w CHRISTIAN WHEELER ENGINEER.ING Callaway Golf 5960 Pase~ Court Carlsbad, California 92008-8815 Attention: Ed Salinas Reference: Subject: Callaway Golf Headquarters Tenant Improvements -Phase 2 2180 Rutherford Road, Carlsbad, California Building Permit #CB08-0772 Final Testing and Inspection Report Dear Mr. Salinas, C\v'E 2090093.1 Christian Wheeler Engineering has provided testing and special inspections of reinforced concrete, field welding, high strength bolting, mechanical anchors and epoxy anchors on the above referenced project as described in reports 1 through 6. The work requiring testing and special inspection was, to the best of my knowledge, in conformance to the ·approved plans and specifications and the applicable workmanship provisions of the California Building Code. If you have any questions, please do not hesitate to call me at 619-550-1700. Sincerely, Michael B. Wheeler, R.C.E. 45358 l\1BW:cgc cc: (1) Callaway Golf-eds@callawaygolf.com (1) Pacific Building Group -brandon@pbginc.biz (1) Smith Consulting Architects -andrewt@sca-sd.com (1) City of Carlsbad 3980 Home Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 June 29, 2009 Callaway Golf 5960 Pascal Court Carlsbad, California 92008-8815 Attention: Ed Salinas w CHRISTIAN WHEELER ENGINE.ERING Reference: Callaway GolfHeadquarters Tenant Improvements -Phase 2 2180 Rutherford Road, Carlsbad, California Building Permit #CB08-0772 Subject: Final Testing and Inspection Report Dear Mr. Salinas, CWE 2090093.1 Christian Wheeler Engineering has provided testing and special inspections of reinforced concrete, field welding, high strength bolting, mechanical anchors and epoxy anchors on the above referenced project as described in reports 1 through 6. The work requiring t~sting and special inspection was, to the best of my knowledge, in conformance to the approved plans and specifications and the applicable workmanship provisions of the California Building Code. If you have any questions, please do not hesitate to call me at 619-550-1700. Sincerely, ::==~ ~ 0 '< ~ ~ (~ ::i;.c::~~~~~ ~ ... m Michael B. Wheeler, R.C.E. 45358 IJ!~ ·· f...,._"j -~/;~·-~~ ~~7 MBW:cgc cc: (1) Callaway Golf -eds@callawaJgolf.com (1) Pacific Building Group-brandon@pbginc.biz (1) Smith Consulting Architects -andrewt@sca-sd.com (1) City of Carlsbad 3980 Home Avenue· San Diego, CA 92105 · 619-550-1700 • FAX 619-550-1701 w CHRISTIAN WHEELER. ENGINEERING *' Pennlt# c Architect Engineer 3 9 8-0 U um t" 1\ v c.: nu e + San Diego, CA 9 2 1 0 5 + 6 1 9 -5 5 0 -1 7 0 0 + FAX 619-550-1701 ~I~ w CHR.ISTl~N WHEELER. ENGINEERING DAILY REPORT Dote 3 9 8 0 I.Io m c 1\ v c nu e + San Diego, CA 9 2 1 0 5 + 619-550-1700 + FAX 619-550-1701 ~1~bNJ w CHRISTIAN WI lEELER. F.NGINF.ER!NC 0 Reinforced Mo,onry 0 Fireproofing 3 9 8 0 l Io rn <: 1\ vc :i u c + Sn n Di'<: go.• CA 9 2 1 o·s + G l 9 • 5 5 0 • 1 7 0 0 + uosue-ms • :J 1 Pion File# Dote FAX 619-550-1701 1n•~•t ~.';d DAILY REPORT Project Nome Subcontrcsctor D Reinforced Conmtte D Shop Welding Mcsterlal/Equlpment: w CHIUST!AN WHEELER E N G I· N F. E R I N G E~gfneer tJ Reinforced Mosonry D Fireproofing len noted otherwise, the work observed.ls, to The bes! of l)ly knowledge, in complionce with t ·Jnspector7Technlcian', Slgnoture u,,., 'R. C:s\::;o\,.. ,a\\ Reg.#. Ins ector echnlcion· Print or ,T Plan File# '· 3980 liomc Avenue + San Diego, CA 921/6 + 619-550-1700 + FAX 619-550-1701 ! DAILY Project Namfi w CHR.!STit\N WHEELER ~1\JCINEER.INC Tlrn9 Departed, J>rojec:1 # · . ,.,,, f1 0 0 l'ernlit# 8 Reinfc;m;'8d Masonry Plreptoofin9 Plan file# D Epoxy Anchon ef e~JO!I\ ~\..,.-! \ 2\~e\f' Qjl\"'b. c.11 y..\') ....,,~ '.\,t, w~\\e.ti.~~ l-,-------J-:l,~ICl.!tD:Ui:Ul!L_l._;:t__,!~~lr.l[!!5r....-~~ial!li:d::!~~.,L.,ll!LJ::~~~.a:=-.1,.l:"::£,:U,:::U.L.------'---------i 1-----1-.!..x!S,,!.....l:~~c:.s...Ji~~.!.W~~--\,,o\x \::eosh/\ · f..,(' \:'nt. \·H\~1 e.:f.'('<'U\J'\a,r, :t?,.'4,;i,...........,'<.1'-d,!). \,n\\:$. \~ .\\~t:$'.b, 0. ,Cl) n. • . • ~oted otherwls<>, the work ,i,b,.rved is, t<:> the best. of my knowledge, In compltanca with t l~$po,1Qr/Technlclan't 'Slgnc,lurw _\)St'\~ ~\G.\.,_ Ins ect« io~hnlc:i"n Print or T •l ,.,,\\. Reg.# ~980 I·forne Avenue + Snn Diego, CA 9.2105 -t-619-550-1700 + FAX 619-550-1701 Contractor Subcontractor Weather: Date Ins ector echniclan Print or T ·w CHRISTIAN WHEELER. ENGINEERING ·Reg.# D Reinforced Masonry 0 Fireproofing Superintendent's Signature i Plan File# D Epoxy Anchors D 3980 flnrnl! Avenue + San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 DAILY REPORT Protect Name Contractor Subcontractor 0 Reinforced·Concrete .'O Shop Weld_ing Material/Equipment, w CHRISTIAN.WHEaER. ENGINEERING 0 Reinforced Masonry 0 Fireproofing s noted otherwlie, the work observed is, to the best of my ~nowledge, in compliance with the approved plans and specifications. lnsp r/Technician's Signature Superintendent's Signature . 0 ~ ~ II 't'\ R. . , ... ...s¥-9\fb Ins ector Technician (Print or T ) 3 9 8-0 If om c ;\ v c 11 u c + Sa 11 Di cg o, CA 9 2 I O 5 + 6 1 9 -5 SO· 1 7 0 0 + FAX 6 1 9 • 5 5 0 • 1 7 0 1 --·---·--- Date Subcolllractor Materic;,i Eqvipmenr, ·1mp•~ Ted.nician'• S,gnalure -Qn:o\l ~\c,, Iris • ector Technician Print or T * w CHRISTIAN WHEELER. D Prc-~tresied·Con;re~ 0 Field W•iding • ENGINEER.ING Time Departed: D Reinforced M61Qnry O_-Fi,..proofing - Pic,nfile# 0'fpo)(y Anchr;i~ D 39-80 H(ltne :\:1:eoue + Snn Diego, C.\ 92105 + 619-5:S0-1700 + F.\X 619-550-1701 w CHRISTIAN WHEELER. DAILY Proje<:t Name . Subcontroctor CJ Reinforced Concrete 0 Shop Welding Material/Equipment: Weather: 0 Pre-Stressed Concrete D Field Welding ENGINEERING ProJect # Pe'nnir# Architect Engineer 0 Reinforced. Masonry 0 Fireproofing :OtJ oted otherwise, the work observed ·is, to the best of my knowledge, in compliance with th \ o\\ Inspector· chnician's.Signarure Reg,# Do."' R ~ .6¥:Cl\9' ins ector .Technician (Print or T ~; Plan File# 01poxy Anchors o _______ _ Hours Charged, d speclficalions. & 3980 llomc Avenue + San Dicgo, C,,\ 92105 + 619-550-1700 + FJ\X 619-550-1701 w CHRISTIAN WHEaER. ENGINE.ER ING DAfLY REPORT Plan FIie # D Epoxy Anchors D Pre-Stressed Concrete 0 Field Wllldlng o ________ _ Cote Time Arrived: O 00 Hours Charged: Unlen n~ted olherwlr., the wort< observed is, to the best of my knowledge, In compliance with the approved plans and speclffi:atlons. 2.SS",s, MA~ ~ Reg. # i~gnature' ' l~D·[ff Dare 4 9 2 5 M e r c u r y S tr e e t + · ·S a n D i ego , C A 9 2 1 1 1 + 8 5 8 -4 9 6 -9 7 6 0 + FA X 8 5 8 -4 9 6 -9 7 5 8 NEJ.-.1 HSS2XIY2X LENGTH TO MATCH EXIST. LEDGER TYP. EXISTING.I LeDQER --../ L FER PLAN NOT;: REF.@ A PRIME SOB: __ STRUCTURAL D!'II: __ . ENGINEERS SHT: __ r'I I I I ll/2-12 TYP. FIX e LED6ER FOR 66Q ENCLOSURE .io',-~,.~~ (._ ~ .. ~~ . ·l) ··;~ '~ ..... ~,~,,,...,.-,--''i'----·-«-.... ----~ ..... ~~ ... ~,:i,t,,,•llil•Jo.<,a..';l,in@~ ... ---------CERTIFICATE OF REGISTE~ED IN~PECTOR , II . lNrl·.R"-l.l\~.\L (."t)l)tl,\.ll.l/'\t.11!' JACQUES ST JULIEN PRESTRESSED CONCRETE SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to suc~sful completion of the prescribed written examinations. Expiration date: April 25, 2011 No. 1135108-92 Not valid urjess signed by certificate holder. ICC certification attests to comPetent knowledge of codes and standards Register No. Expires Issuance Fee j' 1615 7-1-09 100.00 'Ii Inspection Administrator J: @) I -----~ ,, I:'; .,,,~~~-... ,~ . -·-. ' ~ ---"'., i"""~ ·~ '" ,'·; .: .• "" -· ' • :': •" . , " . . . '. -. . . . . . .• , .. ~·-···--"····¢~ -~-,·--·--., ___ .,. ... · . r,;; ·;,; <·· :;;;;-+·;;::: '·:::;;~-: --;·7z ."' ·''· J ,,.., .. 3>-.·,r.--..... ~:.,.,......,_, _ _...,_,.,._, .. , · .,..~,. .. _,. ...... ,,--·"' ... -...... ,:Jn • • ;_. 't:f, :-, ~-.·· ·.:·.,,:' :.,.,.~,.· ·. ·, ,' 1_ ·-···.· ,:·: : ... ,·.:,) _ .~:··:" ; ,. • 'r · ·.· " -.,, .. · · C_...,t.t,....._; · · ,.· ·· . JACQUES ST JULIEN REINFORCED CONCRETE SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful p)impletion of the prescribed written examinations. Expiration date: April 25, 2011 No. 1135108-49 · ICC certification attests to compel< 1.: @ i1 -· ·. ~ •. -: :-:,--~-·: -~'-· ,.,.-·::: ... ~· ·-·· if.~:~.-·, _···.,:~--~-~~---~ I, . !Nflli>C\TI<)!'"'. <•'' ., .' -Bill~l!I~ .... ~... . ·• , CODECOUl'~1~ . l ( , . , .. ,•. ,·,, _ .. -, : ; ., . ·. ,\ _·;, . :. , , , ,,· . , ,: }\ TRUCTURAL s~~~~~~E~61~~~:ec1AL INSPECTOR I • 1~··:·~~: .. _::.~~~:: .. ~fili:iNs~~ ('., ~ . . edhereonisCERTIFIEDinthecategoryshown, i· lt;:1~t<~{14t-\.:'::f· ,">.i.;:::\:: ·:·-,,:;::::;; f, ', The_ tnd1v1dual namrt_fi d ursuant to successful completion of the ic. .~f ;;;·) .. ·;·::-,;> ,,_.·,: :.,:::-.:;:-i ;. / :\::,::-.·:,_ ' 1 havmgbeensoce 11e .P . • ., ,,.. ,-: ... ~.· ·...:. ··: ..... ~ .. ·.: '.! ··,;··.: .,,' ••. L. · prescribed written ex~mmattons. ~ · p -::::; ~~~~~·-~~,1?,oy.c:.~s,:t f, . Expiration date: April 25, 2011 ;, il ' < spc::e;iil}pispec1ioti,<J :~·mi.ilfie!J I. : No 1135108-85 \ ·1l · .:.'imit~i' · · · h!d :: · .--·~·· · · . .,..j::_· r: . ---:7"7:-::;;::;-::::.,:::;;-;;;:;;±i~~fcati;iioider~ ; .. './·\ ·-,··.~-.--:~.~,OJ.~~U:J ( Not valid unless sig , ·/:a::'-,.'::('.'.::,;~/\.~·-: ·t :"['·;::. (_., ·:,.;/ t ICC certification attests to competent know : : \JY,3U~1)J~~;;f@y;fjt>fi;f~1'.Jd :'.,:::~:~;~~ ~~~ :t·· ~:~;: .. ~:~y;;?.·~<~:~~-· ~-~ ·'.:+:,~ .· -•• ,,..,. ,:,,,,. ' '"'-.; .... , .. --···--·· .. ,.'-'· ·,. ·.''1' ~· :J " .. , . ., ... ~-·· "-"-'· ·, ., .... .,.,,,.,, .. ,,,,. ,,,,:,,,.; ....... ,. ,<,4,,.,,., ... ,~.--,--~--···-·~-,;......-~--- \1 • I ·~-J THE ciTY OF SAN· DIEGO ·oEvELOP~ENT SERV!CE.s DEPARTMENT . -~-K?"~ DIVISION OF BUllDING & SAFETY, . / ·:· ·'\', .. · · INSPECTION SER\/IC:ES . . . -' "' . Tel. (858) 492-5070 Fax (858) 492-5098 SPECIAL INSPECTOR ID CARO Name: JACQUES ST JULIEN 7"92 I' I I t ' '< ! ' ,, 1 · t i JACQUES ST JULIEN I : , STRUCTURAL MASONRY SPECIAL INSPECTOR ,, ' r· ·:: The individual named hereon is CERTIFIED in the category shown, I· · , having been so certified pursu~t to succ,essfiJI completion of the ! · : ' prescribed written examination ! · •, Expiration date: April 25, 201 . I No. 1135108-84 Not valid u ICC certification attests to comp ificate holder. f codes and standards -:it&'() IIIIIIJII THI! CITY OF SAN DIEGO· DEV~L0PMENT SER\/IC'ES.DEPARTMENT DIVJSION.QF·l!UiLDI~ &·SAf:ETY, INSPECTl0N.SE/lYICES Tel,(858)·492°507,0.Fax (858) 492,5098· SPECfAL IN$PEc;TOIUD CAIID Name: pan R Eska] a .. Certificate.~ 1 OJ ] .. Signature: _a ... lt. J.tf.. . . _ .. E11plrat!Cll'!;~""INl;31,2010 . · •. · SEE REYEIISI SIDE FOl!TYPl!(S).OFWOIIIC-D~ Sl'ICIAI. INSPKTIOII. By: L¼tJU Yot...ine':? c~McPARLANE <....~ASSOC I-ATES Project: fl, A-/.,./ ~t) uJ A:Y G0LP l/>,Ff CONSULTING MECHANICAL ENGINEERS Subject: . -·~A-6T1TFIF. Job#: io0< 5'1 7,,,t tU 9 4619 Vlewridge Avenue, Suite C San Diego, CA 92123 Mech.: Plbg: 'f. PH: 858-277•9721 FAX: 858-277-9760 Date: I I.,. l{--08 l'2.lld7.,3 GA-5 .P·tP€ 5tZA~4 l?.QVA-17DIJ$ .: ... .J?<xv.k.11.0.D ... .1'2-.. :--:2-.H J;Gil+ .PRe:s5uR€ . P. o.R..mu~A . (,_, s-PS I .. ·. :·· ... : .. A.iVD ...... A:6..o.V.~ .: ... .f-t>/2. ... 5..t ff/'.!(.) .. 6 11 .. ;?;/J_G' .. . .. . •· : p:-;;T::-: :,~:::.( ~ ?io;3Jr-: t ;~:-: :,;;:~;-~_ ·; : ...... •· .. .. ' . 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The grease duct listings meet test standard ASTM E233&,1 <cv;~ the chemical fume ducts are tested in accordance with UL 1978; and the ventilation ducts are tested in accordance with ISO 6944. For more detail on the products, features, testing compliance, and detailed systems, click on the document links in the Learn More box on this page. For further questions, call 1-800-328-1687 or Contact Us. Learn more about our n~w.~_sOi.f~ .. ~J!f~tr..ai.LdJ!~tsysteros using 3M™ Fire Barrier Duct Wrap 615. Additional Information The 3M line of products consists of duct wrap and plenum wrap. Both products are completely foil- encapsulated. The duct wrap is used for commercial kitchen exhaust grease ducts, fire rated air ventilation exhaust ducts, chemical exhaust ducts and stair pressurization ducts. The plenUlll wrap product is a high temperature insulation blanket that is used to create an enclosure with low flame Full.Text_ ..... . Learn More ... lM.:'.~. l:ir~ .. /:3.<lr.r.il:!r .erQt~i;:t.Lv!:! __ W.ci.lP.ffi..=J3.r..Q.cb.l!rnJeoi: _;u . .MB) ASTM._E;_;2JJ.§. irL c;_o_dE;_:::_S:ulkltJn (POF. .. ~5. .. 2 .. K) J.o-t~.r:t;~!.s:.~9JDPli.i!r.lCE; _Y'{itb .. I!:).stJ::~iterla -. J er;b.nl.cal Pap_er. ( 1?D£ .u~.J.J~) !'>v.stem .. !'{Q,_JJ-1.!JLE.!s.D .• :!.J.P.: 1.3 .:i\ppJjc;;it!.PD yUi.d.e ..(PD.E 636. 7- K). $Y.S.t~m .lll.o .•... 3J::'.l\.l/.f:RQ.120~ 14 .. ~ . .Arwllqi_tiQn_ Gutd!:! (POF. 55 . .'?,.9 !9 .\J.P.~omiog_.1L1/2.0.0~tC.h.;:inge~ . .t.o .. Gr.ea$~ .. O..\/_Gt_Listi11g_!a.:::. ~\/IIE;tlv_ (l?..Df...29,~_K) Please Note: Adobe® Acrobat® Reader is required to view PDF documents. Make a Selection Duct_Wrap15A - Duct Wrap_ 20A, Collars Duct.Wrap 20A Duct.Wrap615 Grease Duct Access.Doors The 3M Fire Barrier Grease Duct Access Door is the only tested and listed (OPL) door that has been fire tested in conjunction with 3M Fire Barrier Duct Wrap products. Marine Wrap Plenum Wraps_5A Fire resistant wrap consisting of a patented inorganic blanket encapsulated with a scrim-reinforced foil, provides a flexible, non-combustible enclosure fot cables and pipe in return air plenums. Page 2 of2 http://solutions9.3m.com/wps/P A_ 1 _RJH9U5230OMl 002L6SL8OE00B2/jsp/html/Jsp Vie... 3/22/2009 EsGil Corporation In (}?artnersli.ip witli. (jovernment for (}Juilaing Safety DATE: March 31, 2009 JURISDICTION: Carlsbad PLAN CHECK NO .. : 08-0772 PROJECT ADDRESS: 2180 Rutl:lerford Road PROJECT NAME: Callaway Golf TI SET:VI D APPLICANT D JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. f2:I The plans transmitted herewith will subst~ntially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information, The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applic~nt's copy of the check list has been sent to: ~ Esgil Corpbration staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person ~ REMARKS: Attention City Staff: Please have Planning review the location of the new rooftop condenser. Applicant is carrying the perforated plans with City Staff's approval. By: Bryan Zuppiger Esgil Corporation ~ GA D MB D EJ D PC LOG Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGn Corporation In <.Partnersftip witft (jovernment foriJ3uilaing Safety DATE: March 30, 2009 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-0772 PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf TI SET:V ~NT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have signifi9ant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Andrew Tarango 12220 El Camino Real, Suite #200 San Diego, CA 92130 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:1An9r'$Jw Ta;~n~o Telephone#: 858 793 4777 Date contacteciJ/3,i>/O tbydn:3 ) Fax#: 858 793 4787 Mail VTelephone Faxv'ln Person ~· REMARKS: Attention City Staff: The refuse area has been modified since the last submittal. By: Bryan Zuppiger Esgil Corporation IX! GA D MB D EJ D PC Enclosures: 03/23/2009 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ' Carlsbad 08-0772 March 30, 2009 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2180 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 03/23/2009 REVIEWED BY: Bryan Zuppiger FOREWORD (PLEASE READ): PLAN CHECK NO.: 08-0772 SET:V DATE RECHECK COMPLETED: March 30, 2009 This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections b9$ed on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modificatipn or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit new complete sets of prints to: See item #1 next Sheet. B. To facilitate rechecking, please· identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate he.re if any changes have bE;ien made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo Catlsbad 08-0772 March 30, 2009 • PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing. to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • Please see the attached checklist for P&M. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code~. Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad 08-0772 March 30, 2009 PLUMBING AND MECHANICAL CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 08-0772 PLAN REVIEWER: Gien Adamek DATE: 3/30/09 SET: VI The drawings have been changed, again to roof over the mechanical yard, but not the BBQ equipment area. Please address the following: A) The proposed BBQ unit (Montague Legend Low-Profile Counter Broiler Radiant Style) as per the cut-sheets provided is not designed to be use outdoors and is not shown to be allowed to be installed exposed to the weather. Please correct. Check the hood requirements. E) The "remote condensor for refrigeration units" are designed to be outside and may not be inside the new room addition. Please relocate. The drawings have not been revised? G) The wall between the BBQ area and the new recycle room must extend from the slab floor up to the roof. No sections provided showing the full height separation walls. The BBQ area must be separated from the recycle area in the new addition. CBC, Table 508.2 H). A COMPLETE REVIEW OF THE NEW ADDITION WILL BE DONE WHEN THE COMPLETE CORRECTED PLANS ARE PROVIDED. • MECHANICAL CODE (2006 UNIFORM MECHANICAL CODE) 8. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part 11. Review the kitchen hood requirements for the BBQ grille. H) A COMPLETE KITCHEN HOOD SYSTEM PLAN REVIEW WILL BE DONE WHEN THE COMPLETE HOOD SYSTEM PLANS, DETAILS, AND CALCULATION$ ARE PROVIDED. - PLUMBING (20Q.6 UNIFORM PLUMBING CODE) 11. The detail #2 on sheet P0.2 has not been connected for the existing gas loop now serving a longer developed pipe lengths. The existing branches and the existing loop are undersized for the proposed gas. demands, future gas demands and existing gas demands for the new longer developed pipe lengths and the UPC, Table 12-11 for 5 psi gas system. Please correct. THE GAS LINE PLANS AND GAS LINE CALCUL TIONS FOR THE 5 PSI GAS SYSTEMS DO NOT AGREE AND THE GAS LINE ARE UNDERSIZED: A) AS PER DETAIL 1 AND DETAIL 2 ON SHEET P0.2 THE DEVELOPED GAS PIPE LENGTH IS OVER 1,019 FEET. THE GAS LINE SIZING TABLE ON SHEET P0.2 ANDTHEGAS SIZING CALCULATIONS USE ONLY 950 FOOT DEVELOPED GAS PIPE .LENGTH AND SHEET P1 NOTES ONLY 750 FOOT DEVEVOPED PIPE LENGTH. PLEASE CORRECT. B) The gas demands on sheet. FS-2.2, in the cut-sheet and on the plumbing plans do not agree. {Sheet FS-2.2 shows 80 MBTUH, the plumbing plans show only 64 CFH (64,000 BTU/hr) and the cut-she_et for the grill shows 76,000 to 114,00 BTU/hr {the size of the proposed grill is not clearly show on the drawings in the call outs. Please correct the drawings and the gas line sizing. PLEASE PROVIDE THE CUT- SHEETS AND INSTALLATION ·INSTRUCTIONS FOR THE PROPOSED GAS BBQ #K- 192, SHOWING GAS DEMAND. Catlsbad 08-0772 March 30, 2009 B) The roof over the B8Q unit has been removed in this plan package, so how is the rainwater to be kept out of the floor sinks and/or floor drainage system under the BBQ unit. Also, the proposed BBQ unit (Montague Legend Low-Profile Counter Broiler Radiant Style) as per the cut-sheets provided is not designed to be use outdoors and is not shown to be allowed to be installed exposed to the weather. Please correct. Please The cut-sheet details provided do not show how rainwater is to be kept out of the proposed drains. Please correct the. drawin.gs and obtain approval from the serving sewer agency and the Building Official for the proposed system to keep rainwater out of the sewer system. Sheet P2 shows a new floor sink in the Equipment Yard and a trench clrain in the BBQ area (both next to the new grease interceptor) draining to the grease interceptor. Please detail how rainwater is to be kept out or the drain systems. The drawings show no roof over the areas. Please correct. Note: If you have any questions regarding thi$ Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. l DATE: March. 5, 2009 JURISDICTION: Ca,rlsbad PLAN CHECK NO.: 08-0772 E$Gil Corporation In (l'artnersliip witli qovernmentfor<Buifaing Safety SET:IV SUPP PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf TI D APPLICANT cajuBis) D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Andrew Tarango 12220 El Camino Real, Suite #200 San Diego, CA 92130 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: f !2<Jrew Tarango Telephone #: 858 793 4 777 Date contacted;3 LSJO,by:4'~13) Fax#: 858 793 4787 Mail V"Telephone . Fax 0n Person ~ REMARKS: Attention City Staff: The refus~-area has been enclosed since the last submittal. New Fees required. By: Bryan Zuppiger Esgil Corporation ~ GA O MB O EJ O PC Enclosures: LOG trnsmtl.dot 9320 Ches~peake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Cadsbad' 08-0772 March 5,-2009 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2180 Rutherford Road -DATE PLAN RECEIVED BY ESGIL CORPORATION: LOG REVIEWED BY: Bryan Zuppiger FOREWORD (PLEASE READ): PLAN CHECK NO.: 08-0772 SET: IV SUPP DATE RECHECK COMPLETED: March 5, 2009 -This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electric;:ii Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Qepartment. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed neeq clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit new complete sets of prints to: See item #1 next Sheet: 8. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised pl~ns. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo Cadsbad' 08-0772 March 5, 2009 • PLANS NOTE: The items listed below refer to the item numbers from previous list. These remai'ning items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 1. Piease make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculqtions/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • Please see attached list. The person responsible for their preparation must sign all final sheets of plans. (California Business arid Professions Code). Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction hc;1s contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation. Thank you. Cadsbad 08-0772 Match 5, 2009 PLUMBING AND MECHANICAL CORRECTIONS + JURISDICTION: CARLSBAD + PLAN REVIEW NUMBER: 08-0772 PLAN REVIEWER: Glen Adamek DATE: 3/3/09 SET:V THE NEW PLANS HAVE ADDED A ROOF OVER THE 19 FOOT X 23 FOOT MECHANICAL EQUIPMENT YARD ADDING ABOUT 437 SQUARE FOOT ADDITION. PLEASE ADDRESS THE FOLLOWING NEW CORRECTION.$ FOR THE NEW ADDITION. A) THE BBQ IS NOW UNDER A ROOF AND A TYPE I HOOD IS REQUIRED. PLEASE CORRECT. B) ·· AS PER SHEET A0.1 THE DETAILS FOR THE PATIO AREA ARE ON SHEETS A1.1 AND 1,2, BUT THERE ARE NO SHEETS A1.1 AND 1.2. PLEASE CORRECT. C) THE MECHANICAL DRAWINGS STILL SHOW NO ROOF OVER THE EXISTING MECHANICAL EQUIPMENT YARD .. PLEASE CORRECT. D) THE MECHANICAL. PLANS. SHOW AN EXHAUST FAN BLOWING FROM THE BBQ AREA INTO THE NEW ROOM. SMOKE FROM THE BBQ IS TRAPPED IN THE NEW ROOM. . . E) THE "REMOTE CONDENSOR FOR REFRIGERATION UNITS" ARE DESIGNED TO BE OUTSIDE AND MAY NOT BE INSIDE THE NEW ROOM ADDITION. PLEASE RELOCATE. F) SHOWTHE REQUIRED EXHAUST VENTILATION OF THE NEW ROOM ADDITION AS PER UMC, TABLE 4-4 AS A RECYCLE ROOM. DETAIL EXHAUST FAN AND MAKE-UP AIR SYSTEM. G) THE BBQ AREA MUST BE SEPARATED FROM THE RECYCLE AREA IN THE NEW ADDITION. CBC, TABLE 508.2 H) A COMPLETE REVIEW OF THE NEW ADDITION WILL BE DONE WHEN THE COMPLETE CORRECTED PLANS ARE PROVIDED. • MECHANICAL CODE (2006 UNIFORM MECHANICAL CODE) 8. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II PLEASE CORRECT THE FOLLOWING AND PROVIDE PLANS DETAILS AND CALCULATIONS FOR THE REQUIRED TYPE I HOOD OVER THE BBQ NOW INSIDE THE NEW ROOM WHERE THE ROOF WAS ADDED OVER THE MECHANICAL YARD: D) Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials ( combustible, limited combustible, or non- combustible) used adjacent to the hood and duct. UMC 507.2 THE DETAIL 5 ON SHEET AD1; DETAIL 8 ON SHEET MS.1~ AND DETAILS 1 & 2 ON SHEET FS-6.2 STILL bO NOT AGREE: Ca~lsbad 08-0772 March 5, 2009 1) "THE DETAIL 5 ON SHEET AD1 SHOWS TWO GREASE DUCTS IN THE SAME GREASE DUCT ENCLOSURE. SHOW THE REQURIED FIRE RATED SYSTEM BETWEEN THE TWO GREASE DUCTS. 2) THE LISTING DATA AND CUT-SHEETS FOR THE FIRE RATED GREASE DUCT WRAP SHOWN IN DETAIL 8 ON SHEET M5.1 HAS NOT BEEN PROVIDED AND IS NOT SHOWN ON SHEETS AD-1 AND FS-6;2. PLEASE CORRECT TO AGREE. - 3) THE CEILING OVER THE HOOD SHOWN IN DETAIL 8 ON SHEET M5.1 IS NOT SHOWN IN DETAIL 1 ON SHEET FS-6.2. PLEASE CORRECT TO AGREE. H) A COMPLETE KITCHEN HOOD SYSTEM PLAN REVIEW WILL BE DONE WHEN THE COMPLETE HOOD SYSTEM PLANS, DETAILS, AND CALCULATIONS ARE PROVIDED. -- PLUMBING (2006 UNIFORM PLUMBING CODE) 11. THE GAS LINE PLANS AND GAS LINE CALCUL TIONS FOR THE 5 PSI GAS SYSTEMS DO NOT AGREE AND THE GAS LINE ARE UNDERSIZED: A) AS PERDETAIL 1 AND DETAIL 2 ON SHEET P0.2 THE DEVELOPED GAS PIPE LENGTH IS OVER 1,019 FEET. THE GAS LINE SIZING TABLE ON SHEET P0.2 ANDTHEGAS· SIZING CALCULATIONS USE ONLY 950 FOOT DEVELOPED GAS PIPE LENGTH AND SHEET P1 NOTES ONLY 750 FOOT DEVEVOPED PIPE LENGTH. PLEASE CORRECT. B) PLEASE PROVIDE THE CUT-SHEETS AND INSTALLATION INSTRUCTIONS FOR THE PROPOSED GAS BBQ #K-192, SHOWING GAS DEMAND. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the_ plans. .. DATE: November 6, 2008 JURISDICTION: Carlsbad . PLAN CHECK NO.: 08-0772 EsGil Corporation In <Partnersliip witli qovemment for(i3uifaing Safety SET:IV PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf TI D APPLCANT JURIS. D PLAN REVIEWER D FILE D the plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewit~ is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Andrew Tarango 12220 El Camino Real, Suite #200 San Diego, CA 92130 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [g]· Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Andrew Tarango Telephone#: 858 793 4777 Date contacted: 11 IGfo8'(by: ~ ,x ) . Fax#: 858 793 4787, Mail -Telephone D REMARKS: Fax/ In Person . Sy: Bryan Zuppige,; Esgil Corporation cg] GA D MB . D EJ D PC Enclosures: 10./30/2Q08 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 .. Carlsbad 08-0772 November 6, 2008 · RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2180 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/30/2008 REVIEWEDBY: Bryan Zuppiger FOREWORD (PLEASE READ): PLAN CHECK NO.: 08-0772 SET: IV DATE RECHECK COMPLETED: Noveml;>er 6, 2008 This plan review is limited to the technical requirements contained in the Building Code, Plumbing Gode, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit new complete sets of prints to: See item #1 next Sheet. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for you·r reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please ~ontact me if you_have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. · If there are other changes, please briefly describe them ahd where they are located on the plans. Have changes been made not .resulting from this list? DYes DNo "'\ _ .. Carlsbad 08-0772 November 6, 2008 • PLANS NOTE: The items listed below refer .to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit · three sets of plans for commercial/industrial projects (two sets of plans for residential projects). · For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire o·epartments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. - 11. Please note that suspended eeilings in Seismic Design Categories D, E & F per ASCE 7 05 Section 13.5.6.2.1 shall have the follmving; a) A heavy duty T bar system shall be used. ·b) -The width of the perimeter supporting closure.angle shall be no less than 2". In each orthogonal horizontal direction one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a %" clearance from the wall and shall rest upon and be free to slide on a closure angle. • The correction response calls out A01. Sheet A01 references Sheets A 1.1 & A 1.2. Sheets A1 .1 & A1 .2 were not a part of this submittal. The person responsible for their preparation must sign all final sheets of plans. (California Business and Profess_ions Code). Final structural plans, specifications and calculations-must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). To speed up the review process, note pn this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any·questions regarding these plan review items, please contact Bryan Zuppiger a~ Esgil Corporation. Thank you. .. Carlsbad 08-0772 November 6, 2008 . -E) THE REVISED SHEET AD1 IS MISSING FROM THE PLAN PACKAGE AND DETAIL 8 ON SHEET MS.1 DOES NOT MATCH DETAILS 1 & 2 ON SHEET FS-6.2. PLEASE CORRECT. Detail 5 on sheet AD1; and detail 8 on sheet MS.1: and details 1 and 2 on sheet FS-6.2 do not agree for type of construction of the fire rated grease duct enclosure. Please correct to agree. Provide a fire rated shaft design for the exhaust hood ducts complying with UMC 510.7.2 and 510.7.3 on the plans. H) A complete kitchen hood system plan review will be done when -the complete hood system plans, details, and calculations are provided. PLUMBING (2006 UNIFORM PLUMBING CODE) 11. THE PLANS DO NOT INCLUDE THE CALCULATIONS AS PER UPC, SECTION 1211.17.2 FOR THE 5 INCH AND-6 INCH 5 PSI 'GAS LINES. PLEASE SHOW ALL VALUES USED IN THE EQUATIQN. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. No gas line sizing calculations provided for the existing ·5 psi gas system for the existing gas demand plus the new gas demand.from the gas meter to the new gas pressure regulator. Please show the existing gas demand o.n the existing 5 psi gas system. Also the¾ inch gas branch to the item #K192 is under sized as per the gas line sizing provided. Please correct. B) THE RESPONSE STATES: "THE SOLID COVERS WILL REMAIN ON THE DRAINS EXCEPT WHEN THE EQUIPMENT JS BEING USED DURING PERIODS WHEN IT IS NOT RAINING." WHAT SOLID COVERS? PLEASE PROVIDE APPROVAL FROM THE SERVING $EWER AG.ENCY AND THE BUILDING OFFICIAL FOR THE PROPOSED SYSTEM TO KEEP RAINWATER OUT OF THE SEWER SYSTEM. ALSO, SHOW HOW COVERS ARE INSTALLED TO KEEP RAINWATER OUT OF THE TRENCH DRAIN. IS THE BBQ REMOVED AND REPLACED BEFORE AND AFTER BEING USED? ARE THE COVERS WATER TIGHT? A COMPLETE REVIEW WILL BE DONE WHEN COMPLETE PLANS AND DETAILS AND. THE= SERVING SEWER AGENCY AND THE BUILDING OFFICIAL RESPONSE TO THE PROPOSED SYSTEM IS PROVIDED. The cut-sheet details provided do not show how rainwater is to be kept out of the proposed drains. Please correct the drawings and obtain approval from the serving sewer agency and the Building Offidal. for the proposed system to keep rainwater out of the·sewer system. Sheet P2 shows a new floor sink in the Equipment Yard and a trench drain in the BBQ area (both next to the new grease interceptor) draining to the grease interceptor. Please .detail how rainwater is to be kept out or the drain systems. The drawings show no roof over the areas. Please correct. · Note: If you have any questions regarding this Piumbing and Mechanical plan review list please · contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) Where the corrected items have been addressed on the plans. ·, · DA1°E: August 27, 2008 EsGfl Corp_oration In <Partnersliip witli <;;_wetnment for (Buiufing Safety Dftl:.b!...Ge-NT ~ JURISDICTION: Cadsbad PLAN CHECK NO.: 08-0772 0 PLAN REVIEWER PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf TI SET: III 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list tr:ansmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Andrew Tarango 12220 El Camino Real, Suite #200 San Diego, CA 92130 D Esgil Corporation staff did not advise the app!icant that the plan check has been completed. ~ Esgil Corporation staff did cldvise the applicant that the plan check has been completed. Person. contacted: Andrew Tarango Telephone#: 858 793 4777 Date contacted: 8'(i1~ ~(by:~ 'IC ) · Fax#: 858 793 4787 Mail Jrelephone Faxv' In Person D REMARKS: By: Bryan Zuppiger Esgil Corporation 0 GA D MB D EJ D PC Enclosures: 08/21/2008 trnsmtl.dot 1-•• 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 08-0772 August 27, 2008 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2180 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 08/21/2008 REVIEWED BY: Bryan Zuppiger FOREWORD (PLEASE READ): PLAN CHECK NO.: 08-0772 SET: III DATE RECHECK COMPLETED: August 27, 2008 This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. ihis plan review is based on regulations enforced by the Building Department. You may have other corrections based on law~ and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans-does not permit the violation of any state, county or city law. A. please make all corrections on the original tracings and submit new complete sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The· following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo 'i Carlsbad 08-0772 August 27, 2008 ·• PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to em'phasize the remaining problem. 1. PleEise make all corrections on the original tracings, as requested in the correction list. Submit three sets qf plans for commercial/industrjal projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one ~f two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Brin,g one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 5. Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6. Please imprint the attached City Policy 80-6 onto the plans. I do not see how this was addressed on the plans. No sheet was indicated. · 11. Please note that suspended ceilings in Seismic Design Categories D, E & F per ASCE 7-05 Section 13.5.6.2.1 shall have the followin,g; I do not see how this was addressed on the plans. a) A heavy duty T-bc;1r system shall be used. b) The width of the perimeter supporting closure angle shall be no less than 2". In each orthogonal horizontal direction one end of the ceiling grid shall be attached to the clo$ure angle. The other end in each horizontal direction shall have a ¾" clearance from the wall and shall rest upon and be free to slide on a closure angle. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). · Final structural plans, specifications and calct,1lations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). · · · · · · -,.~_-_:::~/-'.· .... :,,::.,_ ·'.·:" .·,· ., . To speed up the review ·process, note on this list (or a copy) where each ·correction item has been addressed, i.e., plan sheet; note or detail number, calculation page,·etc·.:,; , _-:-:-\?:·-\:~i'. The jurisdiction has contracted wit_h Esgil Corpo~ation located at 9320 Che.?a·p~~-ke·:ciri~~::_::) Suite 208; San Diego;Calif6mia ·92123; telephdne··number of 858/560-1-4_6_8~ lo}>~tfi?fm/~,~- plan review for your project. If you have ariy questions regarding these plan revi~w 'items/: please contact Bryan Zuppiger at Esgil Corporation. Thank you. · " . . .... ' Carlsbad 08-0772 August 27, 2008 APR.15.2.001 17:26 *5820 P.001 /001 ·· :UMBER: 80-6 CITY OF CARLSBAD POLlC!ES AND PROCEDURE · SUBJECT: 'ROOF MOUNTED EQUIPMENT EFFECTlVE: 5/1 /92 SECTION: BUILDING DEPARTMENT SUPERSEDES: 80-6(9/10/80) 80-6(5/01 /81) ~.URPOSE: · PROVIDE iNSTALLAi_"ION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS. . INTENT:. POLICY: l , A.: . B. c ... 1. 2 .. 3: . . 4. 5. 6. 7. . Maintain roof integrity. Prevent hazardous condition to firemen who must fight fire on the roof. _ Provide an installation that is aesthetically sensitive to the building and the adjoining properties. · All equipment shall be ·conceale·d fro~ view and the· design* shall meet the approval of the Planning Department. All equipment shall be specifically designed and approved for. exte.rior use and shall be approved by the City of Carlsbad Building Department. All roof mounted equipment shall be on a platform which shall be an integral part of the roof--flashed and waterproofed. When a scree!'} is ·approved, it. shall . have !3S few roof connections as possi~!e and be structurally adequate . All electrical, plumbing, me"chanical duct work and related piping shall be inside the building.andnot on the roof._ All connections related to equipment shall be made· ir:i the same roof opening on the platform or have the prior approval from · the building. official. Sewer vents shall be brought to one main vent below the roof and have one penetration where·restrooms or other plumbing fixtures are back to back or in th~ general proximity. · -Air exhaust fans and pther equipment shall be within the building and use the same roof openi.ng where restrooms and other equipment are back to back or in _ge_neral proximity. _. -- Existing buildings and equipment, remodel or replacement, shall meet the above regulations 0r shall !)ave the prior approval from the building official. Where new equipment is installed, unuse·d or abandoned equipment, including all roof mounted piping; electric-al, mechanical, duct, an_d other related · · appurtenances shall be removed from roof and unuse·d openir:igs properly sealed ,to maintain roof integrity. · *The architect should, through design, conceal the heating/AC unit and other equipment whether · they are pn the roof. or elsewhere. · '. : .. , ·;~:==it=ia=te=d=B=y=.: ===============A=_ p=: p=.ro=_ v=e=di=Bu=le=. =_ ,,=Q..v....==,~=:_:=_J:_=. =_=~=_._="'=_,_,=,:~:=i;_ .. I Carlsbad 08-0772 August 27, 2008 PLUMBING AND MECHANICAL CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 080772 PLAN REVIEWER: Glen Adamek DATE: 8/26/08 SET: III 1. The Building Official to review evidence of Health Department approval (for restaurants). The plans provided are not the wet stamped Health :Department approved drawings. No stamps on the back side of each sheet. Please provide the City of Carlsbad Building Official the plans with the Health Department approval stamps. 2. The data provided does not address if this building is designed as a "separated use" or as a "Non-separated use"? Please address .. Also, the detail #5 on sheet AD1 shows two separate grease ducts in a common fire rated grease duct enclosure. Please correct to show the required separate enclosure for each separate grease duct. And sheet M2 shows existing smoke and fire dampers at duct openings through a wall along the existing North wali of this tenant improvement. Please explain the proposed type of fire separation. The architectural drawings.do not clearly show the limits and construction of the fire barriers and the required fire rated shafts. Specify on the plans whether this A-2 cafeteria is analyzed under the CBC as a separated or non-separated use per CBC Sections 508.3.2 & 508.3.3. if this tenant improvement is a separated use show the location of t_he following: • Fire Barriers ( vertical walls and horizontal floor./ceiling) • Shaft Enclosures 3. The required smoke, fire, combination smoke/fire, or ceiling radiation fire dampers will be reviewed when item # 2 above is .clearly shown on the drawings. Include, on the mechanical plans, the locations of alf required smoke, fire, combination smoke/fire, or ceiling radi~tion dampers. In the fire barrier between the existing office/' manufacturing (B, F-t occupancies ) and the proposed cafeteria {A-2 occupancy ). IBC 716 this will apply to the AHU1-3 & AHU1-4 duct penetrations of the wall into the cafeteria as shown on sheet M2 & M4. • MECHANICAL CODE (2006 UNIFORM MECHANICAL CODE) 4. The details and data provided on sheets M0.1, M0.2, M4 and M7 does not address how the systems are to be regulated "to prevent negative pressures in the commercial cooking areas from exceeding 0.02 inch of water column" as per UMC, Section 511.3. Correct the mechanical plans and calculations to show the requ'irecf'replacement air for each kitchen ~ood. Correct the required_ air balance sch!d_uI~$ :f(>..r..~~:~:,~:-~~~gmj~1~~J~9 the exhaust air amounts; the make-up air amounts (outside ~ur), :the s~pp~y-~•t;-ij,,l:l)~unt (recirculating air and o~tside air), and the ~eturn air amount~ ir:t ~~c-~,ttP,J,L~:!~;,~~gzy_: - Note both the AHU-umts serve more than Just the rooms w1t_h, th~_~qJ9tie_p}1g,q~~-:)~ , . . Please balance each room With kitchen hoods and the adjoiriin~(roolfofse_rvea f?f t.he AHU-units used for make-up air for the kitchen hoods .. The ·exJl,~u,§t ~~~,;,~~~t:9.~B:!}r systems shall be connected by an electrical interlocking switch~ Please detail how each exhaust and each unit used to supply make-up air is interlocked. Please correct_aild provide calculations to show Replacement air quantity shall be adequate to pr~vent_: ' ., Carlsbad 08-0772 August 27, 2008 negative pressures in the commercial cooking areas from exceeding 0.02 inch of water column. Also, The Capture-Jet fans called out o.n sheet FS-7.3 are not shown on the mechanical drawing? The required MUA for the exhaust hood_s is shown in the air balance table on sheet M0.1. Most of the MUA is provided by AHU1-3 & AHU1-4 but the MUA for H-1 and Hood #106. & Hood #83 are provided by MUA from Dining spaces. What does this mean? The Dining space ventilation comes from AHU1-3 & AHU1-4. Clarify what is meant by" MUA _ from Dining Space". 5. The Cut-Sheet provided of the WoodStone, Mt. Adams oven does not include the Listing data and installation instruction for the proposed oven. A complete review of the oven installation and the required hood system will be done when the data is provided. Please provide the cut-sheets and installation instructions for the Stone Hearth Pizza Oven and the required type I kitchen hood system over the pizza oven. . 8. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II A) PrQvide the UL listing card showing the exhaust sizing requirements used for the hoods. The sizing "calculations" used for each of the kitchen hoods is not shown? Please provide Listing Data for sizing each hood or used the exhaust sizing from the UMC .. B) Provide exhaust sizing calculations for kitchen hoods. UMC 50?.4 Please provide separate exhaust fan sizing calculations for each of the seven separate kitchen hoods. See item #8.A) above. D) Detail 5 on sheet AD1; and detail 8 on sheet M5.1; and details 1 and 2 on sheet FS-6.2 do not.agree for type of construction of the fire rated grease duct enclosure. Please correct to agree. The response does not address the construct of the grease duct enclosures nor does it address sections through the hood systems showing the clearances of combustibles from the top of the type I kitchen hoods. Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials (combustible, limited combustible, or non-combustible) used adjacent to the hood and duct. UMC 507.2 E) Detail 5 on sheet AD1; and detail 8 on sheet M5.1; and details 1 and 2 on sheet FS.-6~2 do not agree for type of construction of the fire rated grease duct enclosure. Please corre.ct to agree. Provide a fire rated shaft design for the exhaust hood ducts 9omplying with UMC 510.7.2 and 510.7.3 on the plans. H) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. PLUMBING (2006 UNIFORM PLUMBING CODE) 10. The plumbing drawings have not been corrected? Sheet P0.3 shows a 3 inch wa~er line coming from the north and lining 4p, With the point of connection with where on ·sheet P1 shows the new water line connection to the existing 2½ inch water line runnin'g east and west. Sheet P0.3 notes: "(E) 3" CW, FOR CONTINUATION SEE SHEET·P-6","but. there is no sheet P-6 in the plan package. Please show the 3 inch water line on sl}eet P1 and where it connects with the existing 2½ inch water line. Why does sheet P0.3 __ S0QQ'«.a 3" water line serving the proposed area but sheet P1 shows a ·2-1/2" CW line servin~j' tnefafea? What happened to the 3" line? Carlsbad 08-0772 August 27, 2008 11. No response provided? Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217 .0. No gas line sizing calculations provided for the existing 5 psi gas system for the existing gas demand plus the new gas demand from the gas meter to the new gas · pressure regulator. Please show the existing gas demand on the existing 5 psi gas system. Also the ¾ inch gas branch to the .item #K192 is under sized as per the gas line sizing provided. Please correct. 12. Please correct the note in the Gravity Grease Interceptor Sizing on sheet P0.1. The Health Department does not review the sizing of Gravity Grease Interceptor. Provide the sizing calculations for the gravity grease interceptor as per UPC, Section 1014.3. B) The cut-sheet details provided do not show how rainwater is to be kept out of the proposed drains. Please correct the drawings and obtain approval from the serving sewer agency and the Building Official for the proposed system to keep rainwater out of the sewer system. Sheet P2 shows a new floor sink in the Equipment Yard and a trench drain in the BBQ area (both next to the new grease interceptor) draining to the grease interceptor. Please detail how rainy/ater is to be kept out or the drain systems. The drawings sh.ow no roof over the areas. Please correct. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. I , .. (I -t er,. I DATE; June 18, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-0772 E-sGil Corporation In <Partnersliip witli government for <Builaing Safety SET: II PROJECT ADDRESS: 2180 Rutherford Road PROJE.CT NAME: Callaway Golf TI ~NT ~ 1:1 PLAN REVIEWER 1:1 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply · with the jurisdiction's building codes. D The plans transmitted herewith Will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction _to forward to the applicant contact person. ~ The applicant's copy of the che.ck list has been sent to: Andrew Tarango 12220 El Camino Real, Suite #200 San Diego, CA 92130 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Andrew Tarango Telephone#: 858 793 4777 Date contacteci.P/tf/of,~) Fax#: 858 793 4787 Mav' Telephone Fav In Person D REMARKS: By: Bryan Zuppiger Esgil Corporation IZI GA . IZI MB D EJ D PC. Enclosures: 06/09/2008 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Ca,rlsbad 08-0772 June 18,' 2008 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2180 Rutherford Road . DATE PLAN RECEIVED BY ESGIL CORPORATION: 06/09/2008 REVIEWED BY: Bryan Zuppig~r FOREWORD (PLEASE READ): PLAN CHECK NO.: 08-0772 SET: II DATE RECHECK COMPLETED: June 18, 2008 This plan review is limited to the technical requirement$ contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access, This plan review is· based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans wifl. be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit new complete sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. lh case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contcict me if you have ahy questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are locat.ed on the plans. Have changes been made not resulting from this list? DYes DNo Carlsbad 08-0772 June 18, 2008 • PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequat~ly addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing; corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite208., San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Please see the attached checklists for the PME plancheck. There are corrections. 5. Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6. Please imprint the attached City Policy 80-6 onto the plans. I do not see how this was addressed on the plans. · · 6. The City requires the following notes on the plans: I do not see how this was addressed on the plans. • WIRING METHODS: AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits. • The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. • No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. City Policy. 11. Please note that suspended ceilings in Seismic Design Categories D, E & F per ASCE 7-05 Section 13.5.6.2.1 shall have the following; I do not see how this was addressed on the plans. · a) A heavy duty T-bar system shall be used. b) The width of the perimeter supporting closure angle shall be no less than 2". In each orthogonal horizontal direction one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a ¾" clearance from the wall and shall rest upon and be free to slide on a closure angle. c) For ceiling areas exceeding 2500 ft2 a seismic separation joint or full height partition that breaks the ceiling up into areas not exceeding 2500 ft2 shall be provided unless structural analysis performed by an engineer or architect licensed by the State of California of the ceiling bracing system. Please see ASCE 7-05 Section 13.5.6.2.1 (d) for the ana·lysis criteria. Carlsbad 08-0772 Jun:e 18, '2008 16. Show that dining facilities are accessible, per CBC Section 1104B.5, as follows: a) Fixed seating, counters and/or tables shall comply with CBC Section 1104B.5.4 as follows: Unable to locate how this was addressed on the plans. i) Wheelchair access is required to all areas where each type of functional activity occurs. ii) Each dining, banquet and bar area shall have one wheelchair seating space for each 20 seats, with ~1 space per functional area. c) Accessible seats are integrated with the general seating to allow a reasonable selection of seating area and to avoid having one area specifically highlighted. Unable to locate how this was addressed on the plans. 17. The HVAC unit weight(s) exceed 4 0Olbs an analysis of the existing roof framing from an engineer or architect licensed by the State of California is required. ASCE 13.1.4. Please place the requirement for field welding deputy inspection on the Cover Sheet of the plans .. The person responsible for their preparation must sign all final sheets of plans. (California Business. and Professions Code). Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and Professions Code). To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad 08-0772 June 18, '2008 APR.15.2001 17:26 #5820 P.001 /001 ··_:UMBER: 80-6 CITY OF. CARLSBAD POLICIES AND PROCEDURE SUBJECT: 'ROOF MOUNTED·EQUIPMENT EFFECTlVE: 5/1 /92 SECTION: BUILDING DEPARTMENT SUPERSEDES: 80-6(9/10/80) 80-6(5/01/81) PURPOSE: · PROVIDE iNSTALLATION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND .. PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS. . . . . . · INTENT:. A.·.· Maintain roof integrity • . POLICY: . B. Prevent hazardous condition to firemen who. must fight fire on the roof. . C .. : Provide an installation that is aesthetically sensitive to the building and the 1. 2 ... . . 4. 5. 6. 7. adjoining properties. · · All ·equipment shall be ·concealed from view. and the· design* shall meet the approval of the Planning Department. All equipment shall be specifically designed and approved for exte.rior use and shall be approved by the City of Carlsbad Building Department. All roof mounted equipment shall t>e on a platform which shall be an _integral part of the roof--flashed and waterproofed. When a screen is ·approved, it. shall . have ~s few roof connections as possi~le and be structurally adequate . All electrical, plumbing, me·chanical duct work and related piping shall be inside the building ·and not on the roof .. All connections related to equipment shall be made· in the same roof opening on the platform or have the prior approval from · the building. official. Sewer vents shall be brought to one main vent below the roof and have one penetration where·restr_ooms or other plumbing fixtures are back to back or in th~ general proximity. ·Air exhaust fans and other equipment shall be within the building and use the same roof openi_ng where restrooms and other ~quipment are back to back or in . ge.neral proximity. Existing buildings and equipment, -remodel or replacement, shall meet the .above regulations or shall have the prior approval from the building official. Where new equipment is installed, unuse·d or abandoned equipment, including all roof mounted piping,· electric-al, mechanical, duct, an.d other related · · . appurtenances shall be removed from roof and unuse·d openings properly sealed ,to maintain roofintegrity. *The architect should, through design, conceal th_e heating/AC unit and other equipment whether they are on the roof or elsewhere. ···===================================,I mitiated By: ApprOveditflO 0µ_i..L Carlsbad 08-0772 Jun:e · 18, '2008 PLUMBING AND MECHANICAL CORRECTIONS +. JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 080772 PLAN REVIEWER: Glen Adamek DATE: 6/17/08 SET: II 1. The Building Official to review evidence of Health Department approval (for restaurants). 2. The architectural drawings do not clearly show the limits and construction of the fire barriers and the require~ fire rated shafts. Specify on the plans whether this A-2 cafeteria is analyzed under the CBC as a separated or non-separated use per CBC Sections 508.3.2 & 508.3.3. if this tenant improvement is a separated use show the location of the following: • Fire Barriers ( vertical walls and horizontal floor /ceiling) • Shaft Enclosures 3. The required smoke, fire, combination smokelfire, or ceiling radiation fire dampers will be reviewed when item # 2 above is clearly shown on the drawings. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke/fire, or ceiling radiation dampers. In the fire barrier between the existing office/ manufacturing (B, F-1 occupancies ) and the proposed cafeteria (A-2 occupancy ). IBC 716 this will apply to the AHU1-3 & AHU1-4 duct penetrations of the wall into the cafeteria as shown on sheet M2 & M4. • MECHANICAL CODE (2006 UNIFORM MECHANICAL CODE) 4. Correct the mechanical plans and calculations to show the required replacement air for each kitchen· hood. Correct the required air balance schedules for each room showing the exhaust air amounts, the make-up air amounts (outside air), the supply air amount (recirculating air and outside air), and the return air amounts in each separate room. Note both the AHU-units serve more than just the rooms with the kitchen hoods. Please balance each room with kitchen hoods and the adjoining rooms served by the AHU-units used for make-up air for the kitchen hoods. The exhaust and make-up air systems shall be connected by an electrical interlocking switch. Please detail how each exhaust and each unit used to supply make-up air is interlocked. Please correct and provide calculations to show Replacement air quantity shall be adequate to prevent negative pressures in the commercial cooking areas from exceeding 0.02 inch of water column. Also, The Capture-Jet fans called out on sheet FS-7 .3 are not shown on the mechanical drawing? The required MUA for the exhaust hoods is shown in the air balance table on sheet M0.1. Most of the MUA is provided by AHU1-3 & AHU1-4 but the MUA for H-1 and Hood #106 & Hood #83 are provided by MUA from Dining spaces. What does this mean? The Dining space ventilation comes from AHU1-3 & AHU1-4. Clarify what is meant by" MUA from Dining Space", 5. Please provide the cut-sheets and installation instructions for the Stone Hearth Pizza Oven and the required type I kitchen hood system over the pizza oven. Carlsbad 08-0772 Jun'e '18, '2008 6. Why isn't the Dishwasher type 11 hood shown on sheet M 1? All other kitchen hoods are shown on this sheet. See sheet FS-1 showing the location of the dishwashing and dishwashing hood. Please provide plans, details and calculations for the proposed dishwasher hood. The data, details and calculations on sheet SF-7.1 do not agree. Check the different sizes in the details and calculations. Also, have the designer sign the drawings. 8. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II A) Provide the UL listing card showing the exhaust sizing requirements used for the hoods. No plans, details nor calculations for the hood over the Stone Hearth Pizza Oven were provided. No sizing calculations for the required dishwasher hood's exhaust were provided. B) Provide exhaust sizing calculations for kitcheh hoods. UMC 508.4 Please provide separate exhaust fan sizing calculations for each of the seven separate kitchen hoods. D) The response does not address the construct of the grease duct enclosures nor does it address sections through the hood systems showing the clearances of combustibles from the top of the type I kitchen hoods. Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials (combustible, limited combustible, or non-combustible) used adjacent to the hood and duct. UMC 507.2 E) The detail 5 on sheet AD1 is not cross-referenced from the grease duct plans and is not labeled as a grease duct enclosure? Provide a fire rated shaft design for the exhaust hood ducts complying with UMC 510.7.2 and 510.7.3 on the plans. H) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. A) The Capture-Jet fans called out on sheet FS-7 .3 seem to be taking air from the space above the ceiling, making the ceiling space a supply air plenum. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: 1) Specify that all combustible materials exposed within the plenum space must comply with UMC Section 602.2. Flame-spread _index of not more than 25 and a smoke-developed rating of not more than 50. 2) A combustion products vent, vent connector, chimney, or chimney connector shall not extend into or through an air duct or plenum. UMC Section 804.0. 3) Environmental and/or product-conveying duct systems shall not extend into or through ducts or plenums. UMC Sections 504.1 (Environment) & 505.1 (Product conveying). 4) Clothes-dryer moisture-exhaust ducts shall not extend into or through ducts or plenums. UMC Section 504.3.1. 5) Add the following three specifications to the mechanical and electrical plans: "Electrical wiring methods to be installed in the plenum areas shall comply with NEC 300-22(c)1", "Nonmetallic pneumatic tubing must be listed and labeled for use in plenum areas", and "Recessed speaker enclosures and light fixtures shall be nsted and labeled for use in plenum locations". UMC 602.2. Carl~bad 08-0772 June ·1~, ·2oos . PLUMBING (2006 UNIFORM PLUMBING CODE) 10. Sheet P0.3 shows a 3 inch Water line coming from the north and lining up with the point of connection with where on sheet P1 shows the new water line connection to the existing 2½ inch water line running east and west. Sheet P0.3 notes: "(E) 3" CW, FOR CONTINUATION SEE SHEET P-6", but there is no sheet P-6 in the plan package. Please show the 3 inch water line on sheet P1 and where it connects with the existing 2½ inch water line. Why does sheet P0.3 show a 3" water line serving the proposed area but sheet P1 shows a 2-1/2" CW line serving the area? What happened to the 3" line? 11. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, ga_s demands and pipe sizing method used. UPC Section 1217.0. No gas line sizing calculations provided for the existing 5 psi gas system for the existing gas demand plus the new gas demand from the gas meter to the new gas pressure regulator. Please show the existing gas demand on the existing 5 psi gas system. Also the ¾ inch gas branch to the item #K192 is under sized as per the gas line sizing provided. Please correct. 12. No sheet P4.1 in the plan package and detail 5 on sheet P5 does not include sizing calculations. Provide the sizing calculations for the gravity grease interceptor as per UPC, Section 1014.3. 13. The Food Waste Collector #86, Warehandling & Accumulation ·Convryor System #88 and Scrap Trough #85 all still drain into the grease interceptor. Please correct. Food waste disposal unit and dishwashers shall not be connected to or discharged into any grease interceptor. Please revise plans. UPC 1014.1,3. B) Sheet P2 shows a new floor sink in the Equipment Yard and a trench drain in the BBQ area (both next to the new grease interceptor) draining to the grease interceptor. Please detail how rainwater is to be kept out or the drain systems. The drawings show no roof over the areas. Please correct. Note: If you have. any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGn Corporation In (J!artnersliip witli government for(]Juifaing Safety DATE: May 9, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-0772 PROJECT ADDRESS: 2180 Rutherford Road · PROJECT NAME: Callaway Golf TI SET:I ~T ~ 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been correcteq where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Andrew Tarango 12220 El Camino Real, Suite #200 San Diego, CA 92130 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. ---~.. ... . ·-.... ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: fngre"' Tarango Date contacte6/I-U0(b'J/&) Mail /41ephone Fax Vin Person D REMARKS: By: Bryan Zuppiger Esgil Corporation Telephone #: 858 793 4 777 Fax #: 858 793 4 787 Enclosures: tgJ GA [Z] MB D EJ D PC 05/01/2008 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 08-0772 May 9, 2008 PLAN REVIEW CORRECTION LISt TENANT IMPROVEMENTS PLAN CHECK NO.: 08-0772 OCCUPANCY: B./Fl/Sl TYPE OF CONSTRUCTION: VB _SPRINKLERS?: yes DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: May 9, 2008 JURISDICTION: Carlsbad USE: office/manufacturing/warehouse? ACTUAL AREA: 7411 ft2 OCCUPANTLOAD:unknown DATE PLANS RECEIVED BY ESGIL CORPORATION: 05/01/2008 PLAN REVIEWER: Bryan Zuppiger This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuanc$ of a building permit. Code sections cited are based on the 2007 CBC that adopts the 2006 IBC. The follbwing items listed need darification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per IBC Section 105.4 of the 2006 International Building Code, the approval of the pl_ans does not permit the violation of any state, county or city law. To s-peed up-ttle re-check process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 08-0772 May 9, 2008 1. . Please make all corrections on the original tracings, as requested in the correctio.n list. Submit three sets of plans for commercial/fndustrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans ·and Galculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Please see the attached checklists for the PME plancheck. 3. Please check occupancies on the Title Sheet of the plans. The other sheets appear to be an A2 Cafeteria. 4. Indicate the use of all spaces adjacent to the area being remodeled or improved. 5. Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6. Please imprint the attached City Policy 80-6 onto the plans. 6. The City requires the following notes on the plans: • WIRING METHODS: AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits. • The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. • No wirlng-~s-permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. City Policy. 7. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. 8. Provide a section view of all new interior partitions that is referenced to the floor plan. Show; a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Please not that the diagonal wall brace spacing can not exceed 4' on center. c) Wall sheathing material and details of attachment (size and spacing of fasteners). d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 9. Please reference structural details to the reflective ceiling plan. Carlsbad 08-0772 May 9, 2008 10. ~ote or.i plan that suspended ceilings shall comply with ASTM C 635 & ASTM C 636. 11. Please note that suspended ceilings in Seismic Design Categories D, E & F per ASCE 7-05 Section 13.5.6.2.1 shall have the following; a) A heavy duty T-barsystem shall be used. b) The width of the perimeter supporting closure angle shall be no less than 2". In each orthogonal horizontal direction one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a ¾" clearance from the wall and shall rest upon and be free to slide on a closure angle. c) For ceiling areas exceeding 2500 ft2 a seismic separation joint or full height partition that breaks the ceiling up into areas not exceeding 2500 ft2 shall be provided unless structural analysis performed by an engineer or architect ·licensed by the State of California of the ceiling bracing system. Please see ASCE 7-05 Section 13.5.6.2.1 ( d) for the analysis criteria. 12. Please note or show that all electrical penetrations into the cooler shall be sealed per Section 300-7 of the NEC 13. Please complete the mechanical controls sheets, Sheet MECH-1-C; a) Please sign the 1st sheet in both places and check the appropriate boxes on the plans. Sheet MECH-1-C. Part 1 of 4. b) Complete the certificate of compliance state the equipment to be tested and the persons doing the testing on the plans. Sheet MECH-1-C. Part 1 of 2. 14. Please revise the plans to show a disabled-accessible transaction counter located in the same area as the counter for the general public and-provide a section of counter that is at least 36" long and no more than 28" to 34" high. CBC Section 1122B.4. 15. It is unclear from the plans if the restrooms servicing the tenant improvement are disabled accessible, please provide a dimensioned restroom plans showing the restroom to be .. accessi~!~ __ cornpliant. 16. Show that dining facilities are accessible, per .CBC Section 1104B.5, as follows: a) Fixed seating, counters and/or tables shall comply with CBC Section 1104B.5.4 as follows: i) Wheelchair access is required to all areas where each type of functional activity occurs. ii) Each dining, banquet and bar area shall have one wheelchair seating space for each 20 seats, with ~1 space per functional area. b) Access to these seats shall be by main aisles ~36" in clear width. c) Accessible seats are integrated with the general seating to allow a reasonable selection of seating area and to avoid having one area ·specifically highlighted. ct) Food service aisles shall be a ~36" clear width, with a preferred width of 42", where passage of stopped wheelchairs by pedestrians is desired. e) Access to food preparation areas comply with the provisions for entrance doors and doorways, and aisles. Carlsbad 08-0772 May 9, 2008 17. The HV.AC unit weight(s) exceed 400lbs an analysis of the existing roof framing from an engineer or architect licensed by the State of California is required. ASCE 13.1.4 . . The person responsible for th.eir preparation must sign all final sheets of plans. (California Business and Professions Code). Final structural pla_ns, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for·their preparation. Pl~a$e specify the expiration date of license. (California Business and Professions Code). To speed up the review process, note on this list (or~ copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation. Thank you. Carlsbad 08-0772 May 9, 2008 APR.15 • .2001 17:26 #5820 P.001 /001 .. . ·· :UMBER: 80-6 CITY OF. CARLSBAD POLIC!ES AND PROCEDURE SUBJECT: "ROOF MOUNTED·EQUIPMENT EFFECTIVE: 5/1 /92 SECTION: BUILDING DEPARTMENT SUPERSEDES: 80-6(9/10/80) 80-6(5/01 /81 l PURPOSE: PROVIDE iNSTALLATION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND .. PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS. INTENT:. A.·. Maintain roof integrity. 8. Prevent hazardous condition to firemen who must fight fire on the roof. . C. . Provide an installation that is aesthetically sensitive to the building and the adjoining properties. POLICY: 1. All ·equipment shall be ·concealed from view and the design* shall meet the approval of the Planning Department. 2 .. 3: 4. 5. --~ ... ~.. ~ --... ~· 6. 7. All equipment shall be specifically designed and ap.proved for. exte.rior use and shall be approved by the City of Carlsbad Building Department. All roof mounted equipment shall be on a platform which shall be an integral part of the roof--flashed and waterproofed. When a screen is· approved, it shall have ~s few roof connections· as possible and be structurally adequate. All electrical, plumbing, mechanical duct work and related piping shall be inside the building.and not on the roof .. All connections related to equipment shall be made· iri the same roof opening on the platform or have the prior approval from the building. official. Sewer vents shall be brought to one main vent below the roof and have one penetration where restrooms or other plumbing fixtures are back to back or in tbe general proximity. · · Air exhaust fans and other equipment shall be within the building and use the same roof openi_rig where restrooms and other equipment are back to back or in . general proximity. Existing buildings and equipment, remodel or replacement, shall meet the .above regulations or shall t:iave the prior approval from the building official. Where new equipment is installed, unuse·d or abandoned equipment, including all roof mounted piping, electric-al, mechanical, duct, ~nd other related appurtenances shall be removed from roof and unused openings properly sealed ,to maintain roof integrity. · *The architect should,. through design, conceal the heating/AC unit and other equipment whether they are 9n the roof or elsewhere. mitiated By: Carlsbad 08-0772 May 9, 2008 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek • MECHANICAL CODE 1. Provide evidence of Health Department approval (for restaurants). 2. Specify on the plans whether this A-2 cafeteria is analyzed under the CBC as a separated or non-separated use per CBC Sections 508.3.2 & 508.3.3. if this tenant improvement is a separated use show the location of the following: • Fire Barriers ( vertical walls and horizontal floor /ceiling) • Shaft Enclosures 3. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke/fire, or ceiling radiation dampers. In the fire barrier between the existing office/ manufacturing (8, F-1 occupancies) and the proposed cafeteria ( A-2 occupancy). IBC 716 this will apply to the AHU1-3 & AHU1-4 duct penetrations of the wall into the cafeteria as shown on sheet M2 & M4. 4. The required MUA for the exhaust hoods is shown in the air balance table on sheet M0.1. Most of the MUA is provided by AHU1-3 & AHU1-4 but the MUA for H-1 and Hood #106 & Hood #83 are provided by MUA from Dining spaces. What does this mean? The Dining space ventilation comes from AHU1-3 & AHLJ1.,4. Clarify what is meant by" MUA from Dining Space". 5. The exhaust duct air velocity for the type I and II hoods must be min 1500 FPM. The velocity for duct serving Hood #106 & Hood #$3 will be less than the min. 1500 FPM. 6. Why isn't the Dishwasher type II hood shown on sheetM1? All other kitchen hoods are shown on this sheet. See sheet FS-1 showing the location of the dishwashing and dish washing hood. 7, What is. the purpose of EF/9 above the BBQ shown on sheet M4? The BBQ is surrounded by . masonry wall.bu,t open to the sky above. Where is the exhaust from EF/9 deposited? 8. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II a. Provide the UL listing card showing the exhaust sizing requir~ments used for the hoods. b. Provide exhaust sizing calculations for kitchen hoods. UMC 508.4 c. Clearly show the material used to construct the hoods. UMC Section 508.1.1 d. Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials ( combustible, limited combustible, or non- combustible) u~ed adjacentto th~ hood and duct. UMC 507.2 e. Provide a fire rated shaft design for the exhaust hood ducts complying with UMC 510.7.2 and 510.7.3 on the plans, f. Horizontal ducts require at least one 20 X 20" opening for personnel entry. UMC, Section 510.3.4.1. g. Detail the kitchen hood duct termination clearances as per UMC 510.8. • A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. Carlsbad 08-0772 May 9, 2008 PLUMBING (2006 UNIFORM PLUMBING CODE) 9. Provide complete water line sizing calculations for both the existing and proposed additional fixture units. The sizing table_ found on sheet P1 seems to apply only to the cafeteria addition. The water service to the building serve much more that just the cafeteria. See sheet P0.3 showing an existing 3" water line serving 489 fixture units. I presume the proposed cafeteria fixtures at 79.5 must be added to this to show code compliance for the3" water service. 10. Why does sheet P0.3 show a 3'' water line serving the proposed area but sheet P1 shows a 2- 1i2" CW line serving the area? What happened to the 3'' line? 11. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. 12. Provide the sizing calculations for the gravity grease interceptor as per UPC, Section 1014.3. 13. Food waste disposal unit and dishwashers shall not be connected to or discharged into any grease interceptor. Please revise plans. UPC 1014.1.3. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 08-0772 May 9, 2008 If ~ I ' ELECTRICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Morteza Behe.shti ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 1. Show the available fault current (lsc) from the serving utility co. and at the equipment where lsc exceeds 10,000 amps. 2. Show the ampere interrupting capacity (AIC) ratings of the service and sub-service equipment. NEC 110.9 3. Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits. 4. A ground fault circuit interrupter shall be installed in the branch circuit supplying fountain equipment. NEC 680.51 · 5. Please specify GFI protected receptacle outlets for the following location(s): 1) Commercial and institutional kitchens. 2) Outdoors in public spaces. NEC 210.8 (B) (2)&(4) 6. Show the location of all panels used. NEC 110.26,240.24,300.21. ENERGY CONSERVATION 14. The energy forms are ok . . Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 08-0772 May 9, 2008 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 08-0772 PREPARED BY: Bryan Zuppiger DATE: May 9, 2008 BUILDING ADDRESS: 2180 Rutherford Road BUILDING OCCUPANCY: B/Fl/Sl TYPE OF CONSTRUCTION: VB BUILDING AREA PORTION (Sq.Ft.) ti 7411 ' Air ConQitioning Fire Sprinklers TOTAL VALUE Jurisdiction Code , cb Bldg. Permit Fee by·Ordinance a Plan Check Fee by Ordinance -3 Valuation Reg. VALUE Multiplier Mod. 46.56 - By Ordinance Type of Review: 0 Complete Review D Structural Only D Repetitive Fee [E Repeats Comments: D Other D Hourly "-'I _________ ___.I Hour* Esgil Plan Review Fee ($) 345,056 345,056 $1,422.811 $924.831 $796.771 macvalue.doc V . ,. • ";--,.,\ .._\.. 1° I City of Carlsbad i=i!11 G11 ,l·l•i4·Elii,,t4,il BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. ~0 -077--;).. Job Address or Legal Description it 'l;O R~ ,eo (<.ofr.D Ownet ~ft'( (qOJ.--P' You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection dutj.p.g-,the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspe9tions by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • {760) 602-2700 Building Counter (760) 602~2717 / 2718 / 2719 / 7541 • Fax {760) 602-8558 www.carlsbadca.gov SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: t/'CJ--017;?-OWNER'S NAME: CIJU,1hVky DJ IJI/F I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer ofrecord, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5~, Signed~ ?-'/'f'/4 I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Signed----~~~_, ___________ _ 1. List of work requiring special inspection: D Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Masonry D Designer Specified ~ield Welding Engineer's/Architect's Seal & Signature Here D High Strength Bolting D Expansion/Epoxy Anchors D Sprayed-On Fireproofing D Other ______ _ 2. Name(s) ofindividual(s) or firm(s) responsible for the special inspections listed above: A.. f)t1<,1~TIA-r'1 B. c. 3. Duties of the special inspectors for the work listed above: A. lt1Jy filM;-t w~ L/%5 if11hJ 15/,le ii B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. \ t; . ·f BUILDING PLANCHECK CHECKLIST DATE: Slifll~ · · PLANCHECKNO.: CB Qfl O 77d BUILDING~ D ESS: Jf (20 ~ ~ . 1 PROJECT DESCRIPTION: ~= =='f [.j ~ 0!:x: f ¢Rt,~ ASSESSOR'S PARCEL NUMBER: JI!) .,_ 01 b _AJ.5 ' EST. VALUE: r ol~"-- -(j)~ ENGINEERING DEPARTMENT v .APPROVAL Tf:le item you have submitted for review has been approved. -the approval is based on plans, information and/or specifications provided ·in your submittal; therefore -any changes to these items after this date, including field modifications, must be_ reviewed ·by this office to insure continued conformance with applicable codes. Please review carefully all comments. attached, as failure to comply with _ instructioris in this report can result in su_sp!ensio_n of permit to build: D A Right-of~Way permit is required prior to construction of the following improvements: - DENIAL Please see the ached report of deficiencies marked with · . Make necessary corrections to plans or speci cati ns for compliance with applicable codes and sta _ ards. _ Submit corrected plans and/or specifications to this office for _review .. -FOR OFFICIAL USE ONLY GINEERING AUTHORlzATION TO ISSU'=-BOllDING P~RMIT: _By: D Dedication Application D Dedication Checklist d Improvement Application D Improvement Checklist D Neighborhood .Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application O Right-of-Way Permit Submittal Checklist and lnformatkm Sheet D Storm water Applicability Checklist Da~e, ~ t?'1:5 ENGINEERING DEPT .. CONTACT PERSON Name; JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760~ _602-2775 CFD INFORMATION Parcel Map No; Lots: Recordation: Carlsbad Tract: ---F:1BuiLD1Nt:tl@6l!3f<F"Em!t'.fflY"9'\ve·nue • Carlsbad, CA 9200i3-7314 • (760) 602-2720 • FAX (760) 60211.g~ .. ~ BUILDING PLANCHECK CHECKLIST SITE PLAN 1ST 2ND 3RD D D tJ 1: Provide a fuUy .dimensioned site plan drawn. to scale. Show: 0 D o. A North Arrow B. Existing & Proposed Structures C. Existing Stref;!t Ir:n.pr.:ovememts D. Property Lines · Easements 2. Show on site plan: F. Right-of-Way Width & Adj.acent Streets G. Driveway widths H. Existing ·or proposed sewer lateral r. · Existing or proposed water service J. Existing or proposed irrigation service (j ~-r!~fi~~:;~:':~~a!~ge~u~ai~u.ii~~ ~ · 4. ~;ge;~~~~~~~~f~~i~~T~~~~i~i~~-ng~~s;o;~dp1~~:~:gae ~?n~~~~ positi~CL~ drainage. of 2% to swale-5' away··from buildirig." B. · l=xisting & Proposed .$lopes and Topography C. Size, type, location, alignm_ent of existing orproposed sewer and water service{s) that serves the project. Each -unit requires a separate service, .however:, se.cond dwelling units and apartment complexes are an exception.· D, Sewer and water Iater:als should riot be -located within proposed driveways, per standards. . 3. Include on title sheet: ..... _. A. Site address B. Assessor's Parcel Number C. Legal .Description .. . . . . ' ,. ' . ' ~: . . For commercial/industrial buildings and tenant improvement projects, include: .. total building squ~re footage with the square footage for '.8ach different use, existing sewer permits showing· square footage' of different uses (manufacturing, warehouse, office, etc.) previously approved. EXlSTING f>'ERMIT NUMBER DESCRIPTION F:IBUILDING Pl;ANCHECK CKLS'l' FORM.doc Rev. 7/14/00 BUILDING PLANCHECK ·CHECKLIST ·1 5r i~0 3RD _DISCRETIONARY APPROVAL COMPLIANCE D D D 4a. Proj.ect does not comply with the following Engineering Conditions of approval for Project No. · . D [] D 4b. All .conditions are in compliance; pate: __________ _ D o·· D D D F:IBUILOING PLANCHECK CKLST·FORM.doc DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm . drain pr utility easements on the building site is required for all new buildings ancl ··for remodels with a value at or exceeding .$ 17,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. · Dedication required as follows: ________ .....,.. _________ _ Dedication required. Pleas~ have a registered Civil Engi~eer. or Lt;1nd Surveyor · prepare the appropriate -legal description together with an 8 ½" x 11" plat map and submit with a title report. All. easement documents must be approved and signed by owner(s) prior to issuance pf Building Permit. Attached please find an application form and submittal checkUst for the dedication process. Submit the completed application form with the required checklist items and fees to the . Engineering Department in person. Applications will not be accept by mail or fax. Dedication ·~.mmpleted by: _____ _.__________ Date: ___ _ IMPROVEMENT REQUIREMENTS ·Sa.Ali needed public. improvements upon and adjacent to the building site ml!st be ... constructed at · time of building . construction whenever the val_ue of the construction exceeds $ 82,000 , pursuant to Carlsbad ·Municipal Code Section 18.40.040. Public improvements. required as follows: _ __, __________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the . appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application f9rm and the requirements on the 3 Rev. 7/1~/00 st 1 . D D _o 0 o., 0 0 BUILDING PLANCHECK CHECKLIST checklist must be submitted in . person. Applications by mail or fax are not accepted. Improvement plcan~ must be approved, appropriate securities posted. and fees paid prior to issuance of building permit. · · Improvement Plans signed by: _. _______________ _ . Date: _____ _ .o· . 6b: Con${ructi_on of the public improvements may be deferred pursuant to Carlsba<:i Municipal Code Sectioi:-i. t8.40-. Please submit a recent property title report er current grant deed on the property and processing fee o.f $430 so we may prepare the necessary Neighborh0od Improvement Agreement. · This agreement must be signed, notarized arid approved by the City prior to issuance of a Building permit. Future public im~rovements required as follows: 0. 0 6c. Enclosed please find your Neighborhqod Improvement Agreeme_nt. Please retum agreement signed and notarized to the Engineering Department. 0 Neighborhood Improvement Agreement completed by: Date: 6d. NO Public Improvements required. · SPECIAL NOTE: Damaged .or defective improvements found adjacent to building. site must be. repaired· to the satisfaction · of the City Inspector prio_rto occupancy.. . _GRADING PERMIT REQUIREMENTS The conditions that invoke the need for· ·a grading permit are found in Section 15.16.010 of the Municipal Code. D · o· 7a. Inadequate information available on Site Plan to make a determination on _grading. requirements. Include accurate grading quantities in cubic yards <cut, fill, import, export and remedial). This information must be included on the plans. D 0 .Q 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted .together with the completed application form attached. ·NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. · Grading Inspector sign off by: _ ___.____._ __________ ___,. Date: D . 7c. Graded Pad Certification required. (Note: Pad certi~catiori may be required even if a grading permit is.not required.) F:\BUILDING PLANCHECK CKLST FORM.doc Rev. 7/WOO ,., tST 2N0 D· ·D D ' o: ·o 0 ... D D D· ·o D [J 3R0 0: D [J. D D BUILOING PLANCI-IECK CHECKLIST 7d .No Grading Permit required. . . ' 7e. If grading ]s not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. .A RIGHT-OF-WAY PERMiT is required to do work in City Hight-of-Way and/or · · private work adjacent to the. public Right-of-Way. .Types of work include, but are not limite.d to: street improvements, tree trimmin@, driveway construction, tying into public stor~ drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT if. 'your facility is located in· the City of Carlsbad sewer service ~rea, you need to contact-the Carlsbad Municipal Water District, located at 5950· El Camino Heal, Carlsbad, CA 92008. District personnel can provide forms and as.sistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760.) 438-:;272_2; extension 7138, for assistance. · ' ' Industrial Waste permit accepted by: ·,·Date: · · 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge _Eli ination System (NPDES.) permit. . The applicant shall provide best anagement practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. -Plans for such improvements shall be approved by the City · Engineer prior tq issu~nce of grading or building permit, whichever . occurs first... · ~O~f&M WAT~R COMPLIANCE FORM . _ . _ . )vP. ~r5· Requires,PSWP (project storm water permit):# f (fo6[B f1 ~ ~ier II (Requires SW PPP) -Please complete attached forms ?"'t:xempt '-P!ease ~omplete attached exemption form . 0 · 11. FEES O Required fees are attached o· No fees ·required · F.IBUILDING PLANCHECK CKLST FORM.doc 5 Rev. 7/14/00 ., 2ND 3RD, D 0 0 D 0 F:IBUILDING PLANCHECK CKLST FORM.doc BUILOING PLANCHECK CHECKLIST WATER METER REVIEW 12a. Domestic (potable) Use l=nsure that the meter proposed by the owner/developer: is not over.sized. Oversized meters are inaccurate during. low-flow conditions. If it is oversized, for the life of the, meter, the City will not .accurately bill the owner for the water used. • -All single family dwelling units re.ceived "standard" 1" service with 5/8" service. • If owner/developer. proposes a· size· other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gall:ens per minute (gpm). A typical fixture, count, and water demand worksheet is attached. Once the gpm, is provided; check against the "meter sizing schedi:de" te verify the -· anticipated meter size for the unit. · · · · · • Maximum service and meter size, is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple. 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case· basis to limit multiple trenching into the street). 1.2b: lrrtgation Use (where ·recycled water is not available) All irrigation meters must' be sized via irrigation QalclJlation~ (in .gpm) prior to approval. The developer must provide these. calQL!rations. Please fellow the.se guidelines: , · · 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe· if the new irrigatiqn service is reflected an the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1 +00 Install 4" service and .1.5: meter (estimated 1.00 gpm) 2. 'If the· improvement plans do.. not list the irrigation meter and the service/meter will be installed via another instrument su9h as the building plans or grading plans (w/ .a right of way permit of course), then .the applicant must provide irrigation calculations for estimated worst-case _irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already .reviewed this if landscape plans have been prepared, but the ·applicant must provide the calculations to you 'for your ·use. Once you have received··a good exampl~·of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • E:levation at p_oint of connection (POC) • Pressure at POC in po1;1nds· per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listt3d (with gpm use per head) • Include a 10% residual pressure at point of connection Rev. 7/14/00 .,., o· ·o o 0 tJ 0 F,:\BUILOING PLANCHECK C~LST FORM.doc BUILDING PLANCHECK CHECKLIST 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless -the project is only SFD with no HOA). As long as the project is located. within the City recycled water service boundary, the City intends ori switching. these. irrigation services/meters to a new -recycled water line in the future. 12c. Irrigation Use (where recycled water is· available) 1. Recycled water met~rs are sized the sarne as the irrigation meter above. 2. If a project fronts a street with recycled water, then. they should be. connecting to this line to irrigate slopes within the development. For subdivisions, this should have been. i~entified,· and implemented on the improvement plans: Installing recycled water meters is a benefit for the applicant since they are exemp.t from paying the San -Diego Co.unty Water Capacity fees. However, if they front a street which the recycled water -is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant" must J)ay the San Diego Water .Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply. for a refund to the S~n Diego County Water Authority (SDCWA). for .a refund .. However, let the applicant know that we cannot guarantee the refund, and they must deal withthe_SDCWA_for·this. · 13. Additional Comments: , ... T· Rev. 7/,14/00 e6 ~8 .. t1112 - CITY OF CARLSBAD STANDARD FORM-TIER 1 STORM WATER POLLUTION PREVENTION PLAN_· STORM WATER COMPLIANCE CERTD'ICATE .,, My project Is not i~ a category of permit types exempt from the Construction SWPPP requirements .,, My project la not located Inside or within 200 feet of an environmentally sensitive ... with a significant potential for contributing polutanta to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). .,, My project does not requires a grading plan pursuant to the Carlsbad Grading Ordinance (C~ 15.16 of the Carlsbad Mu_nlclpal Code) .,, My project wll .not result In 2,500 square feet or more of sols disturbance Including any associat.d cionstructlon ltllglng, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the addltlonal following criteria: • located within 200 feet of an environmentally sensitive area or the . P~ Ocean; ..,,Par, • disturbed area Is located on a slope with a grade • or exceeding ·5 horizontal to 1 vertical; and/or • disturbed area Is located along or within 30·feet of a storm drain inlet, an open drainage chaMel orwaterc:ourN; and/or • construction wit be Initiated during the rainy season or wll extend Into the rainy season (Oct. 1 through Aprll 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE . ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARQS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) . IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTMTIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY • APPROVED TJER 1 CONSTRUCTION SWPPP THROUGHTOUT THE · DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY.OF CARI.JiBIJ) ~} STORM WATER POI/,LJITION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE QN SITE TO FACILITATE RAPID INSTALLATiqN OF EROSION AND SEDIMENT CONTROL BMPS ~~IS EMINENT . 2. THE OWNER/CONTRACTOR SHALL RESTORE.ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER.AFTER EACH RUN- OFF PRODUCING RAINFALL.· . l 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDmONAL EROSION CONTROL MEASURES AS MAY BE REQUlRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN I ' , CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN . PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PER~ (40'/4). SILT AND OTHER DEBRIS SHALL BE REMOVED -i\f'TER EACH RAINFALL. 5. ALL GRAVEL JJAG:S SHALL BE BURLAP TYPE WITH 3/4 INCH'MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER.PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIJ\L NOTES Project Duration ___ ___,Months Name: ____________ _ 24hourPboae: ________ _ Perceived Tbrat to Stenn JJ*ter Quality · D Medium 11""1..ow If medium box ia cbecbd, muat attach a lite plan sheet mowing propolOd work uea md location of propolOd ltructunlBMPa F9i' City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWP:f>P Approved By: '~i,t:, _ Date: r; Pa2e i of J)._ 1 ') El'Olllon Control Tracliliig Non-storm ..... w .... llan....,...nt and lllatlirlala 1111Pa Sediment Control BIIP• ConlralBIIPa Management Bll!P• Pollution Control BIIPa .. . I i 1 I, I I f I I .I l I 1-)lat Maaqement Practice f lj l I j I I I Ji .. I ~ u (BMP) Description -+ I l ·.j I u 11 1 u I !J l J I J I J 11 f n H d I I Ii JI I ,f i I CAIQAl>Nlgnallon~ ~ ~ ~ --"? ;z :z :z ; :z C, -~ -~ .... ;x ... j i .,. 19 i -w -i rh ~-• 0 w w ~ . I ,, I w fl.I fl.I UJ fl.I fl.I fl.I z z z Conetructlon Activity w fl.I ' .,,. --Dlllurbance r I~ X IX :;,,c;. -x IX IX ~ --x X >< ex. :x V "TralChk1g/ExcaYIII I>( I><, ~ ~ I~ V Stoc::kpaig ~ ">< IX ~ 'X" Drllllig/Borlng I 'ti Concr*IAlphlllt Sawcutllng ::::::>< >< r>< ";>< y Coner* tlalw0rk :;><;. ..,.,r-, >C ""'::,<. v' i,Pavlng .-;::><;, ;:,,c... X ~ --x .., CandullPlpe lllllallallon ~ ""'X "'-- StuqcolMortarWork w.-o.pc,.a, Staglng/l.llyDownArN i Equipment Mlllnlanance and Fueling · Hazardoua SUbltance llH/Slorage Dewatartng SlleAccaaAa'OIII~ Other (lat): .. I .. Inst:ructioos: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity t,lescriptioa boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descm"bed, pick one or more best management practices (BMPs) from the list located alon the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example -If the project includes site access across dirt, then check the box to the left of"Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Coostrucion Ingress/Egress" 1D1der Tracking Control Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list ofBMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Coatrol BMPs. Then place an X in the box where "Stockpiling" row intersects the new "Cover with Plastic" column. To leam more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project II i ::::>< ~ Paee2of/4 i .. . . 1• ~/ Erosion Control Tracking Non-Storm ater Waste Management and Materials Pollution Control BMPs BMPs Sediment Control BMPs Control BMPs Management BMPs j I ,j l -· C' 1 z l cl I i t i -0 "2 I E ~ i ! ~ :5 i!;, i i ! .. Best Management Practice :E ~ 8' i! tll 18 i!!: "C 'E CT j j Ill mJ a. ~ I! (!) s w Ci n ~i: ii i Ji ~ Ill ~ m, u (BMP) Description -+ I I-E ! l J; lJ I 1~ ~ :E ii i ! J I m J It If 1f u .f ii 0 :! If I I i 1 ! ! II J fl! I 1!! 1! :r:! Ir la: f I~ ii Ii 0 (J II. rn> 0 Q.. a..8 :irn .. It) . · CASQA Designation -+ ":-~ q, .... .... ~ ;:z ~-di ; 0 .... N ... '? ":-' d! .... Cl' C',)1 ,. "i'· ~ cp .... I w .... ~ a! I I 0 0 (.) w w I Cl) Cl) ~-I ::E !'. I I I I w w w tn Cl) tn tn Cl) tn .w .... z z z ~ Construction Activity w tn ._'f ~radi~ Dl;aturbance ~-I~ X >< 'X X IX X ">,,C :x >< D< ><. -.:;::x,_ ti / TrefldllnglExcavatlon lX ~ ~ ~ ':>< V Stockpiling ~ '>< D< rx "X. brilllng/Sorlng v' Conaate/Asphalt Sawcutllng c;:::,,,c :r>< ~ ~ V Concrete flatwork . :x. ...,.... X: -::::>< y' 1,Pavlng ~ ~ .·.x ~-"'X ii' Conduit/Pipe lnstallatlori >C '':><. ~ StuccolMortar Work I Waste Disposal Staging/Lay Down Area ,> Equipment Maintenance and Fueling · i . Hazardous Substance Use/~ Dewaterlng .. Site Access Across Dirt Other (11st): I I : ; I Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best ipanagement practices (BMPs) from the list located alon the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs· selected from the list. For Example. --If the project includes site access across dirt, then check the box to the left of"Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construcion Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt'' row until you get to the "Stabilized Construction Ingress/Egress" column and place anX in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list ofBMP,s, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where "Stockpiling" row intersects the new "Cover with Plastic" column. 1 • > To learn mo(e about what each BMP description means, you may wish to review the BMP Reference Handout.prepared to assist applic;ants in the selection of appropriate Best Manageinent Prllctice·measures. The reference.!llso explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. · . ' :::::><:;: ~ •;: ~ Page2of~ r- .,, ~/ ~, ) 7··· \· i t1 1\' eb t18,tJ11:2 CITY OF CARLSBAD STANDARD FORM -TIER 1 STORM WATER POLLUTION PREVENTION PLAN STORM WATER COMPLIANCE CERTIFICATE ./ My project is not in a category of permit types exempt from the Consbuction SWPPP requirements ./ My project is not located inside or within 200 feet of an environmentally sensitive araa with a significant potential for contributing polutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). ./ My project does not requires a grading plan pursuant 10 the Carlsbad . Grading Ordinance (C~ 15.16 of.the Cailsbad Mu,nlclpal Code) ,/ My project wll .not result In. 2,500 square feet or more of soils disturbance including my associated construction staging, stockpHing, pavement removal, equipment storage, refueling and maintenance anNIS that meets one or more of the additional following atteria: • located within 200 feet of an environmentally sensitive area or the . Paclfi9 Ocean; ~or. • disturbed sea is located on a slope with a grade at or ex~lng 5 horizontal to 1 vertical; and/or • disturbed aaa is located along or within 30 feet of a storm drain inlet, an open drainage chamel or watercourse; and/or • construction wit be initiated dl#ing the rainy season or will extend into the rainy season (Oct 1 through AprH 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNOERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BESTMANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATiON OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TJER 1 CONSTRUCTION SWPPP THROUGHTOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTIONWORK IS COMPLETE AND APPROVED BY THE ~ ,__:::-----r/J ~~ -~ ~f I)~ OWNER(S)/OWNEJl'S AGENT NAME (SIGNA~ D>. STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL-BE AVAILABLE ON SITE TO FACilJTATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT . 2. mE OWNER/CONTRACTOR SHALL RESTORE.ALL EROSION CONTROL DEVICES TO WORKING ORDER TO mE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN- OFF PRODUCING RAINFALL. 3. mE OWNER/CONTRACTOR SHALL INSTALL ADDffiONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY mE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN . PLACE AT mE END OF EACH WORKING DAY WHEN THE FIVE (S) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40"/4). SILT~ OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. S. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Project Duration ____ Months Emergency Contact: Name: __________ _ 2-4hourl'boae: _______ _ Pen:eived lbrat to Storm~ Quality · D Medium lfLow If medium box is checked, must attach a site plan sheet showing proposed wodt aria and location of propoaeds1rw:turalBMPs For City Use Only CITY OF CARLSBAD STANDARD 1lER 1 SWPPP ~pproved By: '::ffl-S.3£:. Date: VU _,,,__...,_,,_'-=--'- Pagel of tfl: ', ~ i, ~( it .Sl ~ ~ "' 0 C C 1 ~ ~ ~ ~ ~- ;jj; ~ ij ts ""' ts " Q) ., ., ..c: ..c: ..c: (.) (.) (.) C: C C "' "' "' a: a: a: ~ D D ~DD ~DD ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB080772 Address 2180 Rutherford Rd Planner ----=-D~e~bo"""'r"""'a""'h~M~ila=m"""'--------- \ APN: 212-070-23 \ Type of Project & Use: Tl Net Project Density: Phone (760) 602-4619 DU/AC Zoning: C-rvi General Plan: Pl Facilities Management Zone: __ _ .CFD (in/out) #_Date of participation: ___ Remaining net dev acres: __ _ Circle One (For non-residential development: Type of land used created by this permit: ~--) Legend: ~ Item Complete D Item Incomplete -Needs your a__ction Environmental Review Required: YES D NO D TYPE DATE OF COMPLETION: --- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: · YES D NO D TYPE -- APPROVAL/RESO. NO. __ DATE __ PROJECT NO. __ OTHER RELATED CASES:· __ Compliance with conditions or -approval? If not, state conditions which require action. Conditions of Approval: --..,.. Coastal Zone Assessment/Compliance Project site loc,ied in Coastal Zone?YES D NOD CA Coastal Commission Authority? YES O· NO 0 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan _ Data Entry Completed? YES D NOD If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit applic·ation and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP-Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: _YES D NOD (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NOD (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATI;!) F:\Plan Checks\CB080772.doc . Rev 3/06 ~DD ~DD ~DD ~DD ~DD ~DD Site Plan: Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number: Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO 0 2. Project complies: YES D NOD Zoning: 1 . Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown 2. Accessory structure setbacks: Front: Required __ _ Shown __ _ Interior Side: Required ~--Shown __ _ Street Side: Required __ ____ Shown __ _ Rear: Required __ _ Shown __ _ Structure separation: Required _____ _ Shown __ _ 3. Lot Coverage: Required __ _ Shown __ _ 4. Height: Required ___ Shown __ _ 5. Parking: Spaces Required·------Shown __ _ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown h M · Additional Comments: Correction #1: Please show how existing parapet will screen proposed _ D~.r roof-mounted equipment. Correction #2: Parking heeds are based on gross floor area. Please include the parking required and provided for cafeteria and conference center. · . Plan Check #2: A parking analysis .accounting for all of the parking provided and required by current uses is needed. Nothing showing total needs or estimated needs is currently on file with the Planning Department. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER __ DATE %)µ ~ F:\Plan Checks\CB080772.doc Rev 3/06 Carlsbad Fire Department BUalDING DEP.1:, COPY Plan Review Requirements Category: TI , INDUST APPROVED A Date of Report: 01-22-2009 Name: Address: CALLAWAY GOLF CO C/0 DUCHARME MCMILLEN & ASSOC INC 20830 N TATUM BL VD #240 PHOENIX AZ 85050 Permit #: CB080772 Job Name: Job Address: CALLOWAY: 7,41 lSF W AREHOUST TO 2180 RUTHERFORD RD CBAD e app 1ca e c <lards. Please review care ya comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0002891 [MET] 1. er 'Deferred Submittals' the mention of Automatic Fire Sprinklers, Fixed Fire Protection uct) and Fire Alarm would be appropriate. 2. By the very nature an A occupancy there shall be some modifications to the existing fire alarm system. And whi e likely have to be added. ull stations may not be required, notification devices will "(l,rr·· 3. From the plans it is hard to tell whether or n ergency lighting will be adequate. The ovided with auxillary power. lighting legend only indicates that the emergency s1 Regardless, these plans should indicate that they shall co . 10, Section 1006 as it relates to means of egress lighting. · CA Building Code (2007) Chapter 4. Provide an elevation plan of the exterior patio/dining area. Fire's conce wall surrounding this area and if this area meets the definition of an area of refil have a direct affect on the exit plan as it shows the second required exit discharging 1 enclosure and no direct path to a public way. Entry: 06/30/2008 By: GR Action: CO Entry: 01/22/2009 By: GR ll .. . . . . Carlsbad Fire Department Plan Review Requirements Category: Tl , INDUST Date of Report: 06-30-2008 Name: CALLAWAY GOLF CO BUILDING DEPT0• COPY Reviewed by: __ , __ 4_,__~_ Address: C/O DUCHARME MCMILLEN & ASSOC INC 20830 N TATUM BLVD #240 Permit #: CB080772 PHOENIX AZ 85050 Job Name: CALLOWAY: 7,411SF WAREHOUST TO Job Address: 2180 RUTHERFORD RD CBAD .. INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequatel¥ conduct a review to determine compliance with the applicable codes and/or standards. Please review ... carefully all comments attached. Ple~se resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0002891 [NOT MET] 1. Under 'Deferred Submittals' the mention of Automatic Fire Sprinklers, Fixed Fire Protection (Hood&Duct) and Fire Alarm would be appropriate. 2. By the very nature that this is an A occupancy there shall be some modi~cations to the existing fire alatm system. And while manual pull stations may not be required, notification devices will likely have to be added. 3. From the plans it is hard to tell whether or not the emergency lighting will be adequate. The lighting legend only indicates that the emergency signs are provided with auxillary power. Regardless, these plans should indicate that they shall comply with CA Building Code (2007) Chapter 10, Section 1006 as it relates to means of egress lighting. 4. Provide an elevation plan of the exterior patio/dining area. Fire's concern is the height of the wall surrounding this area and if this area meets the definition of an area of refuge. This will have a direct affect on.the exit plan as it shows the second required exit discharging into this enclosure and no direct path to a public way. Entry: 06/30/2008 By: GR Action: CO ~- PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 STRUCTURAL CALCULATIONS Callaway Golf HQ Cafeteria -New Roof over Enclosure Carlsbad, CA 2K9-60 Sheets 1 thru 25 I I I I I I I I I I I ' I I'\ I ~ ,- oO ::s ~ i ~ TYA-. ,, I l(l) I //_,,,, ... r:-, .... __ ,. ....... :::,,, •• ..,'-..., f-.1=-----~ {~-=~~=~~ -II ::E ~~ :z:m .:3 ~~ 6 I: ·- I I ".!,. ,~ -~-"' ~'% I PR I ~ll E Job: :?J;f-t-0 STRUCTURAL Date:_!::/!.J.. HlG!NEERS Sht: _ _l_ PR I ME Job: ~;J._-vO STRUCTURAL Date: • .3:1.p_:; CA:LLAtJAv' &'1L,P.. 1:1-& --C?A:-m.oob . I I · · ENGINEERS Sht: 2- ua..J.&&1= 1~1-121±J2. e H~1c~~G-.. f2ot?f/~4 f2l4t0 I NflH-Afllt·I· I ~1·H~fAL.---~t; tfAi~ rlt~c. ! -~H ~.I ... ,;z ' z pt;f·· ~-i) l-1 .2.5 ti.) j, &:: / '2-f.Sf=· X J. 7 E$ tJL----~?ff X ~ 7 i ,. LU/E: L-0.AP .r:: .-z__pfS(:: ~ 13,. "$~ r'lf ::-/S-S-. C ~tfJ'-, 1 c /' {.r . { REtJ u~ I &L-E; ) iu/irx. tf ~ ( $'.66-C>~TPuf-) 0b3T TYPICAL 'BEAM (SU (slpl2vls0b4148TBEAM ANALYSIS SPAN LENGTH= 19.67 ft (Simple Span) UNIFORM LOADS (k/ft & ft) wd wl Xl o.093 o.~56 o.oo REACTIONS (k) LOAD LEFT Dead 0.918 Live 1.530 Total 2.449 MAXIMUM FORCES V max = 2 . 45 k @- M max = 12.04 kft@ DEFLECTIONS LOAD (EI = kin"2) Defl (in) X2 19.67 RIGHT 0.918 1.530 2.449 0.00 ft 9.84 ft X (ft) Total Live Dead 838551/EI 524094/EI 314457/EI 9.84 .9. 84 midspan Pos. Moment Lu= 1.00 ft Brace Spacing = 1.00 ft W 12 X 14 Fy = 50 ksi ------. -. STRESSES (ksi) Fv = 18. 75 fv = .1. 0·3 Fb = 33.00 fb == 9.70 DEFLECTIONS (in) Total --0.33 = Live = 0 .20 = Dead = 0 .. 12 L / 723 L /1157 5 % 29 % 02/11/09 2K9-60 PROGRAM (slp9vls0b4148T r (6.43) (SU (s0pl0.00 PRIME Job: z,.!:.J:;_~iJ STRUCTURAL Date: .!:I!:$ ENGINEERS Sht: .3' C/4 !JfA;04'LW[Efl--=:· r-c f@f f:flift!-L.6:;Q& tPvlr-~r ,::Lkt-1~ r7c;i;,/ 4J.]. · (.a<t.{;{7,.Jt1. ( ff$-· ~ J~c;t;> :;:-( ~ ) t I. 4( ~-77t,) (l~c> ) i?,J f/-=-Ori(~ Ct..) A-tzel+ ~ ;.. re,r ::.. ~ ~, 3 i I x / '1, t "7 1 ::e l.f<.-Y ¢' Uc 7iJJ'"r4-t,.-, Nr· ~ /2/'SF x ~S:-9./,f";c ~~<?-;/,,$, t? , fr= P,s1a(sre,(t) ...... 17~~~~~-::?.fr/cr==- ?'J~ ~ e£!G.-t7;:>?-ls 1~t,--~ i ,,_s-(r1) ([) !f''oJrC, . .'G-A , ;Ave , ..,.f j-- o/= 7 fr'' c/'4-P(!r(,,..S,. f-{-r:-, 1-1-f _) 0b3T M J;.>ANELS 02/11/09 2K8-230 (SU {slpl2vls0b4148TBEAM :ANALYSIS PROGRAM {slp9vls0b4148T SPAN LENGTH= 28.00 ft {Simple Span) UNIFORM LOADS {k/ft & ft) wd wl Xl X2 0.031 0.000 o.oo 28.00 POINT LOADS {k & ft) Pd Pl X 0.284 0.000 16.00 REACTIONS {k) LOAD LEFT Dead 0.556 Live 0.000 Total 0.556 MAXIMUM FORCES V max = Vd max. ::::: M max = Md max = DEFLECTIONS LOAD · Total Live Dead TOTAL _Defl L / 180 L / 240 L / 3.60 0.596 k @ 0.596 k @ 4.923 kft @ 4.923 kft @ {EI = kin"'2) Defl (in) 646819/EI 0/EI 646617/EI EI 346510 462Q13 693020 RIGHT 0.596 0.000 0.596 28.00 ft 28.00 ft 16.00 ft 16.00 ft X (ft) 14.22 0.00 :midspan ,, (6.43) (SU (s0pl0.00 PR!MEJob: ~0 STRUCTURAL Date:_. ENGINEERS snt: ~ .•... :·. . ·PRJ[ytE Jcb: 1Jtj£-to : ·. ,.. ·. SJR001lURALoat.e: __ _ _ .: . . . . •. ENGINEERS Sh!: fa CONCRETE SLENbER WALL PER CBC 2007, ACI 318-0814.8 Considering P-Delta Effects PROJECT#: 2K9-60 q1 = q2 = 8.00 1.00 0.00 0.00 30.00 DESCRIPTION: CG HQ M PANELS ___ q3= _______ o.oo _________ _ DESIGN CRITERIA: f C: fy = Concrete Weight = Clear Height, I c = Parapet Height = Wall Thickness, t = hit= Depth to Rebar, d = Vertical Rebar= Spacing= Staef.@ Each Face = Reveal Depth = Reveal to Bottom= 3000 psi 6.0000 psi 150 pcf 28,00 ft 2,00 ft 8.00 in 42.00 5.750 1n #5 14.000 in 2 (# layers) 0.75 in 10.00 ft d at Reveal= 5.750 In Muo = XMuO = LI.max= At Reveal: (16-3) 0.00 14.00 0.00E+00 1STTO ROOF q4 = 0.00 e= Eccentric, D = Eccentric, L = Add'/ From Above, D = Add'l From Above, L = Girder, D = 5.50 in 0 plf 0 plf 0.00 kips o.oo kips 0.00 kips q5 = Girder, L = 0.00 kips D Girder Load Eccentric? \~?l:L1E~~~l}t::{]l~~~·~1~~:3:~·-:;·;~~~:~·--t_:~:·>:1:~!1 LL Factor, f 1 = 0.5 '' ,",;-·,'-,' (j,6./46) (16-4) {16-7) 41984 (5881].) 41984 58817 13.86 13.86 13.86 13.86 4.93E+08 6.90E+o·8 4.93E+08 6.90E+08 0,00 Min Vertical Stael = Min Horizontal Steel= Max Vert Spacing = cp = /31 = Eo = Es= n= <cu= <y = 0.6p b = Sos= Oe=Fp= Wind Load, W = (16-17) (16-20) 19680 30879 13.86 13.86 2.31 E+08 3.62E+08 0.0025 0.0025 18.00 in 0.9 0.85 3321 ksi 29000 ksi 8.73 0.003 0.00207 0.0127 0.823 g 0.310 Wp 13.83 psf I b-in/fl ft /El MO = 0 38645 54139 38645 54139 18115 28423 lb-in/ft t,0 = 0.OOE+OO 4.46E+08 6.24E+08 4.46E+08 6.24E+08 2.09E+08 3.28E+08 /El LOAD COMBINATIONS (CBC 1605.2.1) (16-3) U = 1.200 (16-4) U= 1.20D (16-5) U = 1.36 D (16-6) U = 0.90 D (16-7) U = 0.74 D (16-13a) A= 1.000 .(16-13b) A= 1.09 D 12.4.2.3 E = Oe ± = + 1.60 L + 0.50 L + 0.00 L + 1.60W + 1.00 Qe + 0.75 L + 0.75 L 0.2SosD 0.16 D + 0.50 Lr t 1.60 W + 1.00 Qe + 0.75 W + 0.53 Qe Wind (1,6 W) 35.00 30.00 25.00 20.00 · · 15.00 10.00 5.00 0.00 35.00 30.00 25.00 20.00 15.00 10.00 5.00 Seismic (1.0 E) .......... 0.00 -'-I- G30H CONCRETE SLENDER WALL PER CBC 2007, ACI 318-0814.8 Considering P-Delta Effects PROJECT#: 2K9-60 DESCRIPTION: CG HQ M PANELS 0 1STTO ROOF Strength at Factored Load: Factored ecc, Pur= Factored axial, Pualda1 = Factored wall, P uw = Factored, Pu= Pu I I\,= 37.39 s 0.06fc ... OKI As= 0.266 S 0.6p(bd) = 0.878 ... OK Ase= ( Pu+Asfy)lfv a= (Pu+ Asfv) I (0.85 fe b) C = a I 0.85 E1 = (Ecu I c) d -Ecu ~ 0.005 For Tension Control Mn = (Ase fy)(d -al2) (14-7) ler = n·[As+Pu:hl(fv·2d)](d-c)2+b·c313 Mua = lyluo +Pure XI le (14-4) Mu= Mua + Pu l!,.u (14-5) l!,.u = (5 Mu h2) I (0. 75 (48) Ee le,) Cl>Mn= Check that Cl>Mn ~ Mu Deflection at Service Load: Service ecc, P,r = Service axial, P saldal = Service wall, P sw = Service, P5 = Psr + Psw = IR= bt3 / 12 (9-9) Mer= 7.5 f /·5 IR I 0.5 t l!i.e,= 5 Mer I/ I (48 Ee IR) Mn = (Ase fy)(d -al2) l!.n= 5 Mn I/ I (48 Ee le,) Msa = Mso + P sf e X I le (14-9) M=M58 +Psl!i.s (14-8)' l!,.s = ½·l!i.er+(Ma·½·Mer)(l!i.n·½·l!,.e,)l(Mn-½'Mcr) Allowable A= le/ 150 Check that l!,., S /!,.allow -Shear at Factored·Load: Weq= 8 Mui ( 12 I/) Vu= leWeql2 (11-3) Cl>V0 = 0.75 (2) f0 112 b d Check that Cl>V0 ~ Vu (16-3) = 0.00 = 0.00 3129.60 = 3129.60 = 32.60 0.318 0.623 0.733 = 0.0205 OK 86703 = 67.96 0 0 = 0.00 = 78033 OK Wind --0.00 0.00 = 2630.82 . 2630.82 = 512.00 52581 0.36 = 86696 = 4.51 = 19680 -'-20045- = 0.14 = 2.24 OK (16-3) 0.00 0.00 = 5668.93 OK PR[ME Jot>: U-[bt c? STRIJCT:URAL Oat.e:_~' _ . ·ENGINEERS sht: . 1 (16-4) (16-5) (16-6) (16-7) 0.00 0.00 0.00 o.oo lbs 0.00 0.00 0.00 0.00 lbs 3156.98 3589.88 2367. 74 1934.84 lbs 3156.99 3589.88 2367.74 1934.84 lbs 32.89 37.39 24.66 20.15 psi 0.318 0.326 0.305 0.298 in2 0.624 0.638 0.598 0.584 in 0.734 0.751 0.704 0.687 in 0.0205 0.0200 0.0215 0.0221 OK OK OK OK 86696 86583 86901 87014 lb-in 68.01 68.77 66.59 65.80 in4 41984 58817 41984 58817 lb-in 53740 78005 50435 68278 lb-in 3.72 5.35 3.57 4.89 in 78026 77925 78211 78313 lb-in OK NG OK OK Seismic 0.00 lbs o.oo lbs 2858.09 lbs 2858.09 lbs 512.00 in4 52581 lb-in SC!>Mn ... OK [14.8.2.4] 0.36 in 86583 lb-in 4.45 30879 31502 lb-in 0.22 in 2.24 in OK (16-4) (16-5) (16-6) (16-7) 45.70 66.33 42.89 58.06 639.76 928.64 600.42 812.84 5668.93 5668.93 5668.93 5668.93 OK OK OK OK G30H CONCRETE SLENDER WALL PER CBC 2007, ACI 318-08 14.8 Considering P-Delta Effects (AT LOCATION OF REVEAL) PROJECT#: DESCRIPTION: 2K9-60 CG HQ M PANELS 0 Strength at Factored Load: Factored ecc, Pur = F!;ictoredaxial, P • .,,.1 = Factored wall, Puw = Factored, Pu= 1STTO ROOF Pu/ Ail= 46.34 s 0,06fc .. , OKI As= 0.266 s 0.6p(bd) = 0.878 .. OK Ase= ( Pu+Asfv)lfv a= (Pu+ Asfv) / (0.85 fe b) C = a/ 0.85 Mn = (Ase fy)(d -a/2) (14-7) lcr = Mua = Muo + Pure X / le (14-4) Mu= 'Mua + Pu Au (14-5) Au = (5 Mu h2) / (0. 75 (48) Ee lcr) <ilMn= Check that <ilMn ~ Mu Deflection at Service Load: As= Allowable A= 10 / 150 Check that As S Aauow (16-3) = 0.00 = 0.00 = 3912.00 3912.00 = 40.75 = 0.331 = 0.649 = 0.763 = 86499 = 68.41 = 0 = 0 = 0.00 = 77849 OK Wind = 0.13 = 2.24 OK (16-4) (16-5) (16-6) (16-7) 0.00 0.00 0.00 o.oo lbs 0.00 0.00 0.00 0.00 lbs 3912.00 4448.43 2934.00 2397.57 lbs 3912.00 4448.43 2934.00 2397.57 lbs 40.75 46.34 30.56 24.97 psi 0.331 0.340 0.315 0.306 in2 0.649 0.666 0.617 0.599 in 0.763 0.784 0.726 0.705 in 86499 86359 86754 86894 lb-in 68.41 69.22 66.90 66.06 in4 38645 54139 38645 54139 lb-in 52559 77066 48489 65072 lb-in 3.56 5.15 3.36 4.56 in 77849 77723 78079 78204 lb-in OK OK OK OK Seismic 0.20 in 2.24 in OK G30H '"' -. . . i ii ·\-~tO r 'fr~ 'Zf?r (sre /'/{;--t/t~u.9/ PRIM EJob:Z/!-f~-v . STRUCTURAL Date:_~ ENGH~EERS Sht: ._1,__ .. /1,n£-K-'" /.070f-p!-YtZ---k(tJtJtJ c /2-J'·c,?o /l,~11-1 (" f Ge-· &C<.-f7vv,) /rti )> H~)( cP(c__ ~y l~v-1 Al ( g 4 rt/ tc-· / ~E°c... Cc.j/,z;t fr(t-;) p t'~ (o. c_ b4-. ~A--C.c') ~-: 6"?; ~1--~ Ob3T M-6 02/11/09 2KS-230 (SU (slp12vls0b414STBEAM ANALYSIS PROGRAM (slp9vls0b414ST SPAN LENGTH= 14.00 ft (Simple Span) UNIFORM LOADS wd w1 (k/ft & ft) Xl X2 0.031 0.000 0.00 14.00 POINT LOADS (k & ft) Pd P1 X 0.284 0.000 2.00 REACTIONS (k) LOAD LEFT RIGHT Dead 0.460 0.258 Live 0.000 0.000 Tota1 0.460 0.258 MAXIMUM FORCES V max = 0.460 k @ 0.00 ft Vd max= 0.460 k @ 0.00 ft, M max = 1.070 kft @ 5.69 ft Md max= 1.070 kft @ 5.69 ft DEFLECTIONS (EI = kin"2) LOAD Def1 (in) X (ft) Total 38568/EI 6.71 Live 0/EI 0.00 Dead 38491/EI midspan TOTAL Def1 EI L / 180 41323 L / 240 55097 L / 360 82645 (6. 43) (SU (sOplO. 00 p R l ME Job: _1&,e:,-fr--6" STRUCTURAL Date: __ ENGINEERS Sht: _j_f}___ CONCRETE SLENDER WALL PER CBC 2007, ACI 318-0814.8 Considering P-Delta Effects Thk /inl q1 = 8.00 1.00 0.00 0.00 16.00 PROJECT#: 2K9-60 DESCRIPTION: CG HQ M-6, W-2, W-3 QESl~N CRITERIA: fc = fy = Concrete Weight = Clear Height, I c = Parapet Height = Wall Thickness, t = hit= Depth to Rebar, d = Vertical Rebar= Spacing= Steel@ Each Face = Reveal Depth = Reveal to Bottom = d at Reveal= 3000 psi 60000 psi 150 pcf 14.00 ft 2.00 ft 8.00 in 21.00 f,'n' . i~'{:. ;~;- 5.750 in #5 14.000 in 2 (# layers) 0.75 in 10.00 ft 5.750 in Muo = X'MuO: l:.max= At Reveal: (16-3) 0.00 7.00 o:ooE+oo Mo= 0 .C:.o = 0.00E+00 LOAD COMBINATIONS (CBC 1605.2.1) {16-3) U= 1.20 D + 1 ,60 L (16-4) U= 1.20 D + 0.50 L (16-5) U= 1.39 D + 0.00 L (16-6) U= 0.90 D + 1.60W (16-7) U= 0.74 D + 1.00 Qe (16-13a) A= 1.00 D + 0.75 L (16-13b) A= 1.09 D + 0.75 L (_::, ,'fl 12.4,2.3 E= Oe± 0:2SosD = Oe± 0.16 D q2 = ___ q3 = _ _ _ _ _ _ _ 0.00 _________ _ 2NDTO ROOF q4 = 0.00 q5 = 0.00 e= Eccentric, D = Eccentric, L = Add'/ Fr:om Above, D = Add'/ From Above, L = Girder, D = 5.50 in 0 plf 0 plf o.oo kips o.oo kips o.oo kips Girder, L = 0.00 kips D Girder Load Ecc~ntric? ., ~-:·--~-::::~11·-,-"',,-.,~• :;·---:: ' ,,,'_,. ,:"•,, ,l ;' ~ • •. ,j, I ' ',,1;• ,!1, ,:~ \._ : I l • I LL Factor, f 1 = 0.5 , . '' t ,_ '~ (16-4) (16-5) (16-6) (16-7) 9052 12681 9052 12681 6.86 6.86 MS 6.86 2.64E+07 3.70E+07 2.64E+07 3.70E+07 Min Vertical Steel= Min Horizontal Steel = Max Vert Spacing = cp = /31 = Ee= Es= n= Ccu = Ey = 0.6p b = Sos= QE = Fp = Wind Load, W = (16-17) (16-20) 4243 6658 6.86 6.86 1.24E+07 1.94E+07 0.0025 0.0025 18.00 in 0.9 0.85 3321 ksi 29000 ksi 8.73 0.003 0.00207 0.0127 0.823 g 0.310 Wp 13.83 psf lb-in/ft ft /El 7151 10017 7151 10017 3352 5259 lb-in/ft 2.05E+07 2.88E+07 2.05E+07 2.88E+07 9.63E+06 1.51 E+07 /El + 0.50 Lr + 1.60W + 1.00 Qe + 0.75 W + 0.53 Qe 18.00 16.00 14.00 12.00 10.00 8.00 Wind (1.6 W) ·6.00 4.00 2.00 "' 0.00 ,.. 18.00 16.00 14.00 12.00 10.00 8.00 6.00 4.00 2.00 0.00 - Seismic (1.0 E) G30H CONCRETE SLENDER WALL PER CBC 2007, ACI 318-0814.8 Considering P-Delta Effects PROJECT#: 2K9-60 DESCRIPT!ON: CG HQ M-6, W-2, W-3 0 2NDTO ROOF Strength at Factored Load: Factored ecc, Pur = Factored axial, Puam1 = Factored wall, P uw = Factored, Pu= Pu/ Ari= 18.84' s 0:06fc ... OKI As= 0.266 s 0.6p(bd) = 0.878 ... OK A,0 = ( Pu+ As·fv )-/ fy a= (Pu+ Asfy) / (0.85 fe b) C = a/ 0.85 &1 = (&cu/ c) d -&cu .: 0.005 For Tension Control Mn= (Ase fy)(d ~ a/2) (14-7) ler = n·[A,+P u:h/(fy·2d)](d-c)2+b·c3/3 Mua = Muo + P uf e X /.le (14-4) Mu= Mua + Pu t:,.u (14-5) /:,.u = (5 Mu h2) / (0. 75 (48) Ee ler) <l>Mn= Check that <1>.Mn .: Mu Deflection at Service Load: Service-ecc, Psr = Service.axial, P sa>dal = Service wall, P.,. = .service, P. = P ,r + P.,. = IA=bt3 /12 (9-9) Mer= 7.5 f /·5 IA/ 0.5-t !:,.er= 5 Mer I// (48 Ee IA) Mn = (Ase fy)(d -.a/2) !:,.n = 9 Mn I/ I (48-Ee lerl Msa= M,o+Psrex/le (14-9) 1\:1 = Msa + Pst:,.s {14-8) t:,., = ¾·!:,.er+(M.-¾·Mer)(l:,.n..2/4·/:,.er)/(Mo·¾·Mer) Allowable !:,. = le/ 150 Check that h., S /:,.allow Shear. at-Factored Load: Weq= 8 Mu/ ( 12 I/) Vu= leWeq/2 (11-3) <l>Ve = 0.75 (2)f0 112 b-d Check that <l>Ve.: Yu (16-3) = 0.00 = o.ob = 1566.00 1566.00 = 16.31 = 0.292 0.572 = 0.673 = 0.0226 = OK 87110 = 65.12 = 0 0 = 0.00 = 78399 OK Wind = 0.00 = 0.00 = 1325.30 1325.30 = 512;00 = 52581 = 0.09 = 87104 = 1.17 = 4243 = 4253 = 0.01 1.12 OK (16-3) = 0.00 = 0.00 = 5668.93 OK (16-4) (16-5) (16-6) (16-7) 0.00 0.00 0.00 0.00 lbs 0.00 0.00 0.00 0.00 lbs 1590.36 1808.44 1192.77 974.69 lbs 1590.36 1808.44 1192.77 974.69 lbs 16,57 18.84 12.42 10.15 psi 0.292 0.296 0.286 0.282 in2 0.573 0.580 0.560 0.553 in 0.674 0.682 0.659 0.650 in 0.0226 0.0223 0.0232 0.0235 OK OK OK OK 87104 87047 87208 87264 lb-in 65.16 65.57 64.42 64.02 in4 9052 12681 9052 12681 lb-in 9318 13104 9252 12911 lb-in 0.17 0.23 0.17 0.24 in 78394 78342 78487 78538 lb-in OK OK OK OK Seismic 0.00 lbs o.oo lbs 1439.79 lbs 1439.79 lbs 512.00 in4 52581 lb-in S<l>Mn ... OK [14.8.2.4] 0.09 in 87047 lb-in 1.17 6658 6674 lb-in 0.01 in 1.12 in OK (16-4) (16-5) (16-6) (16-7) 31.69 44.57 31.47 43.92 221.86 312.01 220.30 307.41 5668.93 5668.93 5668.93 5668.93 OK OK OK OK G30H CONCRETE SLENDER WALL PER CBC 2007, ACI 318-08 14.8 Considering P-Delta Effects (AT LOCATION OF REVEAL,) PROJECT#: DESCRIPTION: 2K9-60 CG HQ M-6, W-2, W-3 0 Strength at Factored Load: Factored ecc, .Pur = Factored-axial, Pua>ial = Factored wall, P uw = Factored, Pu= 2ND TO ROOF Pu/ Ail= 12.37 s 0.06fc, .. OKI As= ·0.266 s 0.6p(bd) = 0.878 ... OK Ase= (Pu+Asfy)ify a= (Pu+Asfy)l(0.85feb) C =a/ 0.85 M0 = (Ase.fy)(d • a/2) (14-7) le,= Mua = Muq + P uf e X I le (14-4) Mu= Mua + Pu Au (14-5) Au = (5 Mu h2) / (0, 75 (48) Ee lq) <l>Mn= Check that <l>M0 .: Mu Deflection at Service Load: As= Allowable A = le / 150 Check that As S Aa11ow (16-3) = 0.00 = 0.00 = 1044.00 = 1044.00 = 10.88 = 0.2~3 = 0.555 = 0.653 = 87246 = 63.89 = 0 = 0 = 0.00 = 78522 OK Wind = 0.01 = 1.12 OK (16-4) 0.00 0.00 1044.00 1044.00 10.88 0.283 0.555 0.653 87246 63.89 7151 7288 0.13 78522 OK Seismic 0.01 in 1.12 in OK PRJME Job: ucfirC. fJ STRUC'PURAL 0ate:_,....,,..-_ . ENGINEERS sht: / ~ (16-5) (16-6) (16-7) 0.00 0.00 0.00 lbs 0.00 0.00 o.oo lbs 1187.16 783.00 639.84 lbs 1187.16 783.00 639.84 lbs 12.37 8.16 6.67 psi 0.286 0.279 0.276 in2 0.560 0.547 0.542 in 0.659 0.643 0.638 in 87209 87314 87352 lb-in 64.12 63.46 63.23 in4 10017 7151 10017 lb-in 10236 7254 10136 lb-in 0.18 0.13 0.18 in 78488 78583 78616 lb-in OK OK OK G30H /; ~ t), 91g--&-' fv ,;..-/, t;3,o ta- h+---~---1 ..c t;&i.'1ff If-I---,-___:~-·-· P0 ... r. 3 ~{" r1{ t) =.;, 2-t(({ ~ ~ ~o. ~t i l=-- ~a :-/ t, /' ¥f-x 7, 7 <S 1/1.,,,-:.-1/-(P, le d". /1vi-x 7- vl ~e-,,;, rZ-,eJffF-X' 7 r 7 f ft---~ t7~ t f~"'/" X '2-- ~,::;,, I 'c 6 7. ,,;;-·r: ·..-6~ . Jt--/ k "2-.;.. .17 .t ~ c.-- t'f. f,;1 . ~ PRH\/IEJob:~ STRUCTURAL Date: .. ENGINEERS Sht: K_ ... _ 91;..JG-#: -=-I oT. '!T c. 11 f'~·-· PR. I M ~ Job: J:IJ::;f_,-{ -o STRUCTURAL Date: __ , t= I ,J f: • ~. r_ 1e:t:~1Ht.··4*i't;;jm11-C_om-=...p_an...:y:....: __________ -"-------+-S_h_e_e_t _1 _o_f _6 _______________ -J 1.liiil-•lllllli,iil .. liil-lliii••-•liilil-t-S""'p"""e_c_ifi_1e_r_: -----------~-----1---P_ro--'j_e_ct_: -------------------J User application PROFIS Anchor 1.10.11 Address: Contract No.: http://wy,.,w.us.hilti.com/ Specifier's comments: Anchor type and size: Effective embedment depth: Material: Proof; Stand-offJnstallation: Anchor plate: Base-ma~erlal: Reinforcement: Anchor Geomet In.·· Loading Phone/Fax: -/ -Responsible: E-Mail: Location/Date: -I 2/11/2009 Kwik Bolt -Tensile Zone (KB-TZ}-1/2 (3 1/4) h01= 3.25 in. Carbon Steel design method: ACI 318 I AC 193 eb = 0.00 in. (no stand-off) ; t = 0.50 in. CUSTOM ; fyk = 36000 psi ; Ix x ly x t = 9.00 x 12.00 x 0.50 in. cracked concrete 3000, fc' = 3000 psi; h = 8.00 in. condition B ; no supplemental splitting·reinforcement present edge reinforcement: none or < No. 4 bar X section A co C: 0 tl section B ~ ly = 12.00 Governing loads [lb, in,-lbj Governing loads [lb, in.-lb] '!i,1·""''569 . ~;i' V.v.·= -1:~)t4; M§=-:@: N 569 V.. 0 v .. -1244 M. 0 M .. 0 M. 0 Eccentricity (structural section) [in.] ex= 0,00; ey = 0.00 y h = 8.00 Seismic loads (cracked concrete assumed; categories C, D, E, or F): yes Input dala and results must be checked for agreement with t_he existing conditions and for plauslbllityl PROFIS Anchor { c) 2003 HIIU AG, FL-9494 Schaan HilU Is a registered Trademark of HIIU AG, Schaan ... PRiMEJob: _ STRUCTURAL Date: ____ EN111~JEERS ~ht· /1; I:"~ Til ,,~·::~·;1 Company: · Sheet 2 of6 ,-;-_~·J,,.31, , ... <;(,,;;.,.:;~ . , :X---,:., ·i ~?. ,~ ,:.:~{ ~ L Specifier: Project: User application Address: Contract No.: PROFIS Anchor 1.10.11 Phone/Fax:.~/ -Responsible: http://www.us.hilti.com/ E-Mail: Location/Date: -/ 2/11/2009 Load case {raovernlnra}: Anchor reactions [lb] Tension force: (+Tension -Pressure) ... Anchor Tension force Shear force 3 4 1 142 311 2 142 311 3 142 311 r;'/r~P 4 142 311 max. concrete compressive strain [ o/oo]: 0.00 r ~ max. concrete compressive stress [psi]: 0 resulting tension force [lb]: 569 ' .. resl!lting compression force [lb]: 0 .. ', . . ·-· •' Tension load Desi~n values [lb] Proof LO?d N03 Strength $Nn Utilization PN [%] = N 0}$Nn Status Steel failure 142 5991 2 OK Pull-Out failure 142 2625 5 OK Concrete cone failure 569 8262 7 OK Steel failure N •• [lb] $ $seismic ipN:.r1bJ N~3[lb] I 10650 0.750 0.750 5991 142 . Pull-out failure NRk,p(lb] (f0'/2500) 0•5 $ 4>selsmic $N:0[lb] N~0[lb] 4915 1.095 0.650 0.750 2625 142 Concrete cone failure ANc[in2] ANco[in'] c{iry.] C00[in.] 295.31 95.06 96.00 6.00 'J'ec1,N 'J'ec2,N 'J'ed,N 'Jfcp,N k.cr 1.000 1.000 1.000 1.000 17 Nb[lb] $ $seismic $Nc1,g[lb] Nua[lb] 5455 0.650 0.750 8262 569 Input data and results must be checked for agreement with the exisUng conditions and for plausibility! PROFIS Anchor ( c ) 2003 HIIU AG, FL-9494 Schaan Hllli is a registered Trademark or HIIU AG, Schaan ' ,~· PRIMEJob: STRUCTURAL Date: ENGINEERS sht: .JJ__ 1--"C'"j,,-1,,,5--·1;-~1 Company: Sheet 3 of 6 >~~~·~, .__; ;j ;/.,.:,,,,,·'-=<· ~\_,r·~h Ll Specifier: Project: User application Address: Contract No.: . PROFIS Anchor 1.10.11 'Phone/Fax:~/. Responsible: http://www.us.hilti.com/ E-Mail: Locatiofl/Qate: -I 2/11/2009 Shear load ~ :/ 0,Jt(VI"' I /' (;, Design values [lb] I Proof Load V0• Strength/ ipv. / Utilization Pv [%] = V u/$V n Status Steel failure 311 312~ 1 10 OK Pryout failure 311 4449 I I 7 OK - Concrete edge failure in 1244 7194 / 17 OK direction y- Steel failure v •• [lbJ $ $sejsmlc q,v:.[lbJ v~.[lbJ 6405 0.650 Q.750 3122 311 Pryout failure AN0[in2J ANco[in"] c[in.] kcp 295.31 95.06 96.00 2.000 'l'ec1,N '1'ec2,N 'l'ed,N 'l'edge kc, 1.000 1.000 1.000 1.000 17 Nb[lb] $ <l>seismic h $Vcp[lb] v~.[lbJ 5455 0.700 0.750 4449 311 Concrete edge failure in direction y- l[in,] do[in.] c1[in.] AVc[in2] Avco[in2] 1.00 I 0.50 64.00 1584.00 18432.00 . I· 1j/ed,V I 'l'a.Y I 'l'ec,V I 'l'c,V I 1.000 1.000 1.000 1.000 \\[lb] $ $seismic $V cbo[lb] vu.lib] 159448 0.700 0.750 7194 1244 ' Combined tension and shear loads PN = N0 /q,N0 Pv = VJq,y. !; Utilization PN.v [%] I Status I 0.069 0.173 5/3 7 I OK I PNV = p~ + p~ <= 1 or PNV: (PN + Pv) / 1.2 <= 1 Input data and resulls must be checked for agreement with the existing condilions and for plausibility! PROFIS AncMr { c ) 2003 HIIU AG, FL-9494 Schaan Hlltl Is a registered Trademark of Hlltl AG, Schaan 1~~1::!J,,11 ;~,jilllf,l 1--C_o_m...;..p_a.....:ny_: ______________ -t-Sh_e_e_t 4_of_6 _____________ --i • "·::::---,1..·.· ~'-!!'"'. Specifier: Project: -------------~------;----------------------! User application Addres~: Contract No.: 1----~--,---------~-------t---------------------1 PROFIS Anchor 1.10.11 Phone/Fax: -i -Responsible: http://www.us.hil~i.com/ · E-Mail: Location/Date: -/ 2/11/2009 Allowable Stress Design (Refer. ICC-ESR) anchor group relevant (tension) anchor group relevant (shear) Tension [lb] Shear [lb] including excluding including excluding Reference for load seismic seismic seismic seismic ACl318 Section D.4.4 7511 -6540 - ACl318 SectionD.4.5 6885 -5995 - Rallow,ASO = Rd I Cf. TIT allow ASD + V N allow,ASD <= 1. 2 Proof of the transmission of the anchor loads to the supports · Transmission of the anchor Joads into the concrete Checking the transfer of loads into the base_ material is reqL!ired in-accord?nce with ACI 31_~! Shear resjstancegf base material Shear resistance of the base material must be checked according to relevant approval or standard! Warnings Condition A applies where-the p9tential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition 8 applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Fastening meets the design criteria! Input data and results niust be checked for agreement with the existing conditions and for pia~uslbllityl PROFIS Anchor ( c) 2003 Hilu AG, FL-9494 Schaan HIIU ts a registered Trademark of HIIU AG, Schaan PR! ME Job'. ,._!f!!t(-o STRUCTURAL Date:-- I~ '~---;1~~,,:--~>?::1 ,..c_o_m-"-p_a_cny_: ____________ ~_s_h_e_et_5_o_f_6 ____________ --l' .·'':::·\'''.' ~--"!!"'·. Specifier: Project: l-'------------=--~------+----''-----------------------1 User application PROFIS Anchor _1.10.11 http://www.us.hilti.com/ Address: Phone/Fax: -/ • E-Mail: Anchorplate, steel: CUSTOM fyk= 36000 psi Section type: -no profile (0.00 x 0.00 x 0.00) Hole diameter d1 = 0.56 in. Recommended plate thickness: not calculated 0 3 1 1.500 4.500 lnpu,t da)a and results m~st be checked (or agreement with the existing conditions and for plausibility! PROFIS AncMr ( c) 2003 HIiu-AG, FL-9494 Schaan Hiltl Is a ;eglstered Trademark of _Hilti AG, Schaan y Contract No.: Responsible: Location/Date: -/ 2/11/2009 0 0 ,q '"" 4 0 0 0 ca X 0 0 0 co 2 0 0 ,q '"" 1.500 4.500 1·· ]1] "'li~'1I Company: ~-... ~~ { f~{ •. ~~ ,'.;/.._,:,. >-\ .o«~,-:, ~ ;;;·~: ,%,.:.,~ ~" ~ Specifier: ·user application Address: ·PROFIS Anchor 1.10.11 Phone/Fax: -/ - http://www.us.hiltl.com/ E-Mail: Coordinates Anchor [in.] Anchor X y Anchor X y I 1 I -3.00 I -4.50 I 3 I -3.00 I 4.50 2 3.00 -4.50 4 3.00 4.50 Input data and results must be checked ror agreement with the existing conditions and ror plausibility! PROFIS Anchor ( c )2003 HIIU AG, FL-9494 Schaan Hlltl Is a registered Trademark of HIIU AGiSchaan Sheet 6 of 6 Project: Contract No.: Responsible: Location/Date: -/ 2/11/2009 Anchorpiate [in.] X y I -4.50 6.00 4.50 6.00 PR! ME Job: ?!:._tf:;'{i 0 STRUCTURAL Date:-·-· ENGH-JEERS Sht: _ 1,o -· X y 4.50 -6.00 -4.50 -6.00 User application PROFIS Anchor 1.10.11 Company: Specifier: Address: Phone/Fax: -/ - Sheet 1 of 5 Project: Contract No.: Responsible: PRIME Job: t1!:i~ STRUCTURAi. Date:..-~ http://www.us.hilti.com/ E-Mail: Location/Date: -/ 2/11/2009 Specifier's comments: Anchor-type and size: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Base mc1terial: Reinforcement: Anchor Geomet in. _plan view Kwik Bolt -Tensile Zone (KB-TZ)-1/2 (3 1/4) h0r= 3.25 in. Carbon Steel design method: ACI' 318 / AC 193 eb = 0.00 in. (no stand-off) ; t = 0.50 in. CUSTOM ; fyk• = 36000 psi ; I, x ly x t = 3.00 x 3.00 x 0.50 in. cracked concrete 3000, fc' = 3000 psi; h = 8.00 in. condition B ; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar X Cl:) C: 0 section A ti section B QJ (/) t=0.50 h0r=3.25 section A Loading Governing loads [lb, in.-lb] ·1:i;: 1i7i~- :f\:1,i:.='0, .. ·.!, l •• 'Yv·= ~112,7 :1v1/=dil~ Governing loads [lb, in.-lb] N 174 V 0 V.. -127 M. 0 M .. 0 M_ 0 Eccentricity (structural section) [in.] e, = 0.00 ; ey = 0.00 X y h = 8.00 Seismic loads (cracked concrete assumed; categories C, D, E, or F): yes lnpul data·and results must be checked for agreement_wl!h the existing conditions and for plausibility! PROFIS·Anchor ( c) 2003 Hllti AG, FL-9494 Schaan HIIU ls a registered Trademark of HilU AG, Schaan r PRIMEJob: w~-......... . STRUCTURAL Date: ..... _,_ n10 H,I i: i:: R ~ ~ 1,~. ,1.,,1 _/ Company: Sheet 2 of 5 7,. ·- jb,c..,, ~..,-, ... I »ii' ,r1··M~ ii''I ~p ··<J:L--.. ::~·-, Specifier: Project: (-.'_~ -.,..,_j ~J l·.:\,:~ !;;J .:.: User application Address: Contract No.: PROFIS Anchor 1.10.11 Phone/Fax: -/ -Responsible: http://www.us.hilti.com/ E-Mail: Location/Date: -I 2/11/2009 Load case (governing): Anchor reactions [lb] Tension force: (+Tension -Pressure) ,. ,~-~ ., Anchor Tension force Shear force ' 1 , 174 j27 '• ' max. concrete compressive strain [ %0]: 0.00 H.t" max. concrete compressive stress [psi]: 0 resulting tension force [lb]: 174 resulting compression force [lb): 0 Tension load Design values [lb) Proof Lo_ad Nua Strength cj>N0 Utilization ~N [%] = Nu/c!>Nn Status Steel failure 174 5991 3 OK Pull-out failure 174 2625 7 OK Concrete cone failure 174 2659 7 OK .. Steel failure N • .,[lb] cj> $seismic cj>N:0[lb) N~0[lb] 10650 0.750 0.750 5991 174 Pull-out failure NRk,p[lb] (fc'/2500) 0·5 . cj> $seismic h cj>Np0[lb] N~0[lb] 4915 1.095 0.650 0.750 2625 174 Concrete cone failure A!'l0[ih2j ANco[in2] c[in.] c00[in.] 95.06 95.06 9.00 6.00 'Vec1,N-\jfec2,N o/ed,N \jf cp,N kc, 1.000 1.000 1.000 1.000 17 Nb[lb] cj> cl>sels\111c cj>N0t,g[lb] ,. Nu0[lb] 5455 ·0.650 0.750 2659 174 Shear load Design values [lb) Proof Load Vu~ Strength qiV" Utilization ~v [%) = V u/c!>V n Status Steel failure 127 ,I 3122 4 OK Pryout failure 127 5728 2 OK Concrete edge failure in 127 4472 3 OK direction y- Input data and r_esults-must qe checked for agreement with the existing.conditions and for plauslbllitY,I PROFIS Anchor ( c) 2003 HIiu AG, FL-9494 Schaan Hiltl Is a registered Trademark of Hilll AG, Schaan PRIMEJob: < STRUCTURAL Date: ____ • l'.=~1r.:1~n:cp1: .... 1-. •• d-1 ,,·,:, rt,11-,·,t• Company: Sheet 3 of 5 .... • -,, ...... ,.., -i,., ~· \?"~:-_;; t :· :::;,~-;;~ \t ,~, f1 Specifier: Project: User application .Address: Contract No.: .PROF IS Anchor 1.10.11 ·Phone/Fax: -/ -Responsible: hitp://www.us.hilti.com/ £-Mail: location/Date: -I 2/11/2009 Steel failure .. ipv:.[tbJ v~.[lbJ v •• [tbJ lj> $seismic 6405 0.650 0.750 3122 127 Pryout faiiure ANc[in2] ANco[in2] c[in.] kcp 9,5.06 95,06 9.00 2.000 1Jfec1,N 1Jfec2,N 1jfed,N '!'edge ·kc, 1.000 1.000 1.000 1.000 17 Nb[lb] lj> $seismic ipV~p[lb] v~.[lbJ 5455 0.700 0.750 5728 127 Concrete edge failure .in direction y- l[in.] do[in.] c1[in.] Avc[in2] Av00(in2] 1.00 0.50 197.00 2436.00 174640.50 I 'l'et!,V I 1Jfa,V I 1Jfec,V I 'l'c.v I 0.709 1.000 1.000 1.000 Vb[lb] lj> '?seismic ipVcbg[lb] vu.lib] 86~087 0.700 0.750 4472 127 Combined tension and shear loads ~N = Nuf$Nn ~v = Vul$Vn ~ Utilization ~N.v [%] Status 0;066 0.041 5/3 2 OK ~NV = ~~ + ~~ <= 1 or ~NV: (~N + ~y}/ 1,2 <= 1 Allowable Stress Design (Refer. ICC-ESR} single anchor relevant (tension) single anchor relevant (shear} Tension [lb] Shear [lb] including excluding including excluding Reference for load seismic seismic seismic seismic ACl318 Section D.4.4 2386 -2839 - ACl318Section P.4.5 2187 -2602 - Rallow.ASD = Rd/ ct TIT allow.AS0 + VN alow,ASD <= 1.2' Proof of the transmission of the anchor loads to the supports IraosrnissiQD Qf !be aocboc IQads io!Q !be CQDcrete Checking.-the transfer ofloads into the base material is required in accordance with ACI 3181 $bear cesistaoce of base· rnalecial Shearresistance-of the base material must be checked according to relevant approval or standard I lnjlut data and _results must be checked for agreement with the exlsUng conditions and for plauslbllityl P.ROFIS Anchor ( c ) 2003 HilU AG, FL-9494 Schaan Hilli IS a r!llliS!ered Trademark of Hilt! AG, Schaan • lt::!'''.!Gl·1~ ·-?!if';I f--C_o_m_p;_. a_n...cy_: ________________ +-S_h_~e_t_4_o_f_5 _______________ --1 • =;:::· ,:,,,. --~,J~~. Specifier: Project: J--'~----,...---------------i----------------------1 User application f-A_d_d_r_es_s_: ___ ~----'------------C_o_n_tr_a_ct_N_o_._: -----------------1 PROF IS Anchor 1.1 Q.11 Phone/Fax: -i -Responsible: http://i,yww.u~.hilti.com/ · ·E-Mail: Location/Date: -/ 2/11/2009 Warnings Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Fastening meets the design criteria! Input data and resulls must be checked for agreement with the existing condiUons and for plaus1blllty! · PROFIS An?h9r ( c) 2003 HIIU AG, FL-9494 Schaan Hllll ls a registered Trademark of HIIU AG, Schaan PRH\/IEJob: · ... STRUCTURAL Date: -i i ENGINEERS sht: 11,,1··1M: ·-•Fii:'iii1I Company: Sheet 5 of 5 Specifier: Project: :::::.x -~ (,, .. ,v-,4.-.,.J.' m " User application Addres\l: Contract No.: PROF IS Anchor 1.10.11 Phone/Fax: -/ -Responsible: .http://w~,us.hilti.com/ E-Mail: Location/Date: -/ 2/11/2009 Anchorplate, steel: CUSTOM fyk= 36000 psi Section type: -no profile (0.00 x 0.00 x 0.00) Hole diameter d1 = 0.56 in. Recommended plate thickness: not calculated -~ y 0 0 0 0 ~ ~ .... .... CJ X 1 0 0 0 0 ~ ~ .... .... 1.500 1.500 1.500 1.500 Anchorplate [in.] Coordinates Anchor [In.] X y X y Anchor X y -1.50 1.50 1.50 -1.50 I 1 I 0.00 I 0.00 I 1.50 1.50 -1.50 -1.50 Input data and results must be checked for agreement with the existing conditions and for plausibilltyl .. PROFIS Anchor ( c ) 2003 HIIU AG, FL-9494 Schaan Hlltl ls a registered Trademark of Hilti AG, Schaan PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel {858) 487-0311 STRUCTURAL CALCULATIONS Callaway Golf HQ Tl New Roof Mech. Units New Roll-up door support Carlsbad, CA 2K8-170 Sheet 1 thru 44: Existing Joist Check Sheet 45 thru 48: Existing Girder Check Sheet 49 thru 56: New roll-up door support ) ,r~!b!t:t ~ r2a?f: 0 ~ U'~kf~ 11Jtf ~PfpJ1 · f'-1~ !I? J-,t--ls,iJL---,b,-11~~ 1,'' r'l~Av ~~" w~((;ih) i, ,1 vf lf-Lj . .u,i-.t t.r . ~kf2.. Jj; e, e;~rt (AV Afrz.tt-\14~ ~iJ~ p\ . .?Lo]' r-1~~ -tJfJ1f> ()µ f ~o~ rfPF PLlv~· i H I~~ /-'i{'7v . G~,o f~f t t?O fltF ( ~ 6frlA \h11 ~~ ~f;WC.,O) ~'O\lf\ ~~\'\~ . c:1r1mi2? -~1'-_:::::o __ _ -rt~ btA O f .$-·r . r.,t 1/ "'LP, o r '7( ,~-t? f5-f ~rtt--G,(zM,11 ') ,-¥ ~ ~Jtr:( 1&,Pf: r ' MA-~, ~~ tf eot ~ Jf)~ l½,f ~ ~ b {Jtftfo 0-f;cop;-j' 5kr/'?)J;-o ~v'r. (3 t?fn?'.£ [74.9.fl~ ~lti l f? $Uir41~ !1Ci/t1~~ ~ .J~ e t~~v,v' 1fr?AP!d#- "? iA ?r--t-l--&f' 0-{---~ l-1 t$-·V 1/<-0 lt0 1..Pv7 f,. {? lt'V 0~ -v lb--. ~ f 7f vlr ~ Y--0 pcs r C r .el,t,{0-h~v) ( kPP l ,( f?f e ln-rJ</v { .-i., ~,ve\µ-.e-~ ~ ~.~) e :u>-r;; reao,4 oPf1v~ f,Pt7t1 ~IN1 /L,o f7j l'l>v. vf'wi' ec,-)~ rr.J~ \1/~ ~~~ ~~ i-,'7\'V ~-fJr, ·4 i f c.,t;7 V;Jrv ~f'-7 l'//'ty 4f M ~ l tl,ff. lc.s' r\ fe, I \,.t? Ktw /l~ "7'?-'O f27i r~<,o,j 1,o.-1' vt-~ ~'?~~ r?r G-,t,<)M..,-'1,,,-.0 'Ol~ i::;,::; ( (? f'7F C \ta!.v<:.,\ "\Q..) \,,t-;::: /Oi?~O r7 r ----- Conterminous 48 States 2006 International Building Code Latitude= 33.132558 Longitude= -117.284267 Spectral Response Accelerations Ss and S 1 Ss and S 1 = Mapped Spectral Acceleration Values Site Class B -Fa= 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.167 (Ss,Site Class B) 1.0 0.442 (Sl, Site Class B) Conterminous 48 States 2006 International Building Code Latitude= 33.132558 Longitude= -117.284267 Spectral Response Accelerations SMs and SMl SMs = FaSs and SMl = FvS 1 Site Class D -Fa= 1.033 ,Fv = 1.558 Period Sa (sec) (g) 0.2 1.206 (SMs, Site Class D) 1.0 0.688 (SMl, Site Class D) Conterminous 48 States 2006 International Building Code Latitude= 33,132558 Longitude = -117.284267 SDs = 2/3 x SMs and SDl = 2/3 x SMl Site Class D -Fa= 1.033 ,Fv = 1.558 Period Sa (sec) (g) 0.2 0.804 (SDs, Site Class D) 1.0 0.459 (SDl, Site-Class D) J. .~- It;" .fJ:P(,<;. ~P~"}~ -~{-.:. :~'ltt ~i, ....... __ ;.---..-.-- ' . 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' . ---· " .. ~ ---. ----. ··---· --·-· ; i -... -.. . . . • • •·.• • ... l •" •• -""" •· • •• • • !" • ;··-• •r-• •~ • ,·••--," •-····:. • l"" 1"" • I -,--------,· P. :: w . • .!)_ -.}!;!1... 1-· ,-~ . i_i._o_o_lA ____ ~---.-ll.o .. o .. )/4 .. ___ ) . .f/Z:_'_J,k; ______ .'.._:_.f}_()_ ___ JJ//,1fl ..... -f I , " / : ;?-- ·-. ..., . -~-----1-... ----. -.-. .. ----: . --. ·-' . . -.-,- YIM ~~,J ~3/J v-lrt P.r -; __ llf·'9 7 -f-4-/_I~. = /~7"P/ ft .. : • "i," Po_!'l '9-X,rff7_tJ_<, 'M~"-0--(},!ft:~--u,:Je: --.1/i 'P:, .. ;. J':g ~f "Y~ (~~~) ·:-: :/''f·6;· jfp /;_(1_&'71 /2._i:s ~ ifo·c/ ,4] '.: P':J-. l--. l!JA:'bi Cl{>C __ ~v~1~ ...... ' .. . ' ' . ' s~. P€Mt\+1.i) o_NVf ' J ' . .... UJ.(' ./-.3/i·" P ... ffoi.q-e.E'A (>_~.: ... . JAk1-·fH-b,:r-tt =; 2-'!1-s,,Jh .-z! s_.ir;JJ; .......... ____ :_ ... . .. ,... "' ... , tf 6Dv~ -• • ·-. I •• • . •• ·-· l • ' -· ... • -· ... it .. -. . ----' . 5'H-€A:fl e-kf~iY :of I -3/t 4 A,~. · :. -· .----·· ----.---. -·-··· - : _· _:0(1S'+: ~.-b:~+~~ _~:0,1~.l~:~sx~-~)r;~-iuii~Y--,,:~?.ji -~,$_:; ·> · 6-S-~--:~>~:. ~ ·. . ·. (OtJc,,t-fff >~fl u~aU,-( . tJ/A. P~f ~ :tf'-1. .. '.eoJJhtj_llft.-. ~ : /JV f~,, Till ,_i(l'? vi~1\' ,.s5' ~ r,qs-1~ i:i:1>1,¥ o:b'li~ --t ' t 't t "'· .l, Tll8 ~0~ lPkPS WP = ( s-i,.sr -IOr+) ( g"J (,J J, ; 2-<> rs-t ( i') :ac ,111 --:;;;;:,---- '! ! Loads: LC 2, D+L · Results for LC 2, O+L ,----' --------------.. ----------,-----------.. --------- I T117 i-----·--------.. " .. ---------.. ----; PSE 2K8-120 ----.. -1 LOADING DIAGRAM (D+L) -. ------.. L., ·------------------ --------,----· --- : May 20, 2008 at 10:51 AM r---------------------------------.... , IT117.r2d I ,----·--.,-------------------------------- PR l fdl E Job: 11Pt-/7c ~~W-1'.\Jru4.J.atat&;-~~E_{_ ' ! ! I ! I iv IA ,... '1° : 12-L.x i ~~--~-----' EMGINEERS Sht: "3' 11/7 -=- D~16-tJ fl,\k'J. fllf C-/}1£..t, M~f~1';JN c. 7 3. 2. /c. <.. I 21 ' "Z.. "-,'rs, ( Sff µ ff:1-r,--,Jt,:{ I I(?,) - .47 i I ~ i t,A.Af. torTV.,t'\ C-1-f;JK.'/:> 7eµ{10AJ 7tf. o /£:rs .C. I v7. ":!. l&ifS. D-6 l 6--N. (SfX t2£f(TU"Nl-(' 11!13) I Results for LC 2, O+L Member Axial Forces (k) -----~--------------------,----------.......J -,-P~i ! ---------·--···. ____ ,_, .. ·-----~---·---.. 1. ~K~-~1-~~ --. ·----··---···· ----L_ ------------- T117 May 20, 2008 at 10:52 AM_ j AXIAL FORCES (D+L) T117.r2d --·-----·------·--·-·-----·--·-··--·-· ---------........ L. . . P ~)!l\;1CJob· JP<-(p , .. ,1v,:i.... · --- STRUCTURAL Date: 5-t5·t :,: Company Designer PSE Job Number 2K8-170 T117 Checked By: __ Basic Load Cases BLC DescriRtion __ _____,C""a,..,.te=ao..,_ry_J_~---'-"X...,.G"""ra,_,_,,vity____. ____ Y~Gr,..,a_,_,vit~v-.---'J=o=in'-'-t -~__,_P~o=in~t ____ Distri_bul!2._g_ _ [ _j~~L_:-. SEISMIC ·----·-+1 __ ~N~o=n=e ___ t-il ----+-----t--~1---;------j--- ~-2 ·+----· _SELF WEIGHT __ I ___ .,_,N'°"o,.,_,ne"-----11,------+---_.1_-t----+-----+---c-:---1 I .3 : _____ _.w~ _____ T1--_ __,_N=o'-'-n=e __ --+l----+-----+-----1-------1--~1_,_4_--i L _4 ___ ; __________ POINT ______ -1-I __ _,_N=o'-'-n=e----+1------;-' ------+-~1~-+-----+------1 ~-5 ~-. __ .. ..Q. : _____ None .. _________ :__ .. !-.... ____ .... +-······-_ 14 ··-····- i 6 .. · L None i , 14 , 7 , ME..QH ____ None § Joint Boundarv, Conditions .. _ ...... ______ Joint Label . ________ _ X(k/inj Reaction Y [k/inj Reaction Rotation[k-ft/radj ___ Footing_ ___ .... 1 __ 1_ __ ;--·-·--·---· N18 : ; 2 ' N34 · Reaction LL__ N4 L.4_ N6 ! 5 N8 l-6 N10 i 7. :_ ····-·· . ..N12 _____________ ( __ -·---····· l -----·-··-----·-···-----------· i § ___ [ ..... _.NH. . _i ... ______________ J_ _________ _ : . .9 .. :. ·-··-_N.1-9.... ·-.. ·-··-·· -. ·. _L__ --···- ' -, --···----· -------... ·-·-·· ---J __ I -----· •• I i ! 1Q. '. ·-· _J'.'.:J_2Q ____ , ___ ~-------------·-,..l________ I ~-11 . _______ N22 _____ ... _____ _./ _________________ --!----·-··------______ -·, ________________ 1 __ , 12 ; N23. 1 13 __; __________ N24. --_____ __; __ ·------~+---------t--------+-i; ---------_ _j i-14 t · N25_ 1 I i i 15 L-----------N26 I i 16 i N27 ~rt_;_ N28 I ~ N29 ----+----------1-------+--------+---------<I i.-19 !-------··--N30 ________ --------+---------! : 20 :. N32 ; I i_ .21 . N.33 Joint Coordinates and Temperatures ,.... , ... ______ .••. ___ . .=La=b=e,_1 -----~-----'-'X~~fft=tl ___ -.-___ Y,_f,.,_,1ft,__1 ______ T.,_,e.,_..,mP-.[E~l __ ! 1 , -N~4-------.-----+---~1-=0----+-----0=-------,,------=0 ______ _ ; 2 I N6 15.115 o o I 3 i N8 23.115 0 0 i 4 I N10. 31.115 0 0 5 ___ N12 39.115 0 0 -_§______ N14 44.229 0 0 1 ___ 7 __________ ·---· N18 0 _ 3.924.____ -~0---------! ! 8, .N19 ' .167 ' 3.924 0 ... ~~g . -. ---. --:-----· --11{f 5 -_l__ ~-;:~~!-_·:-_ ~---· __ ·J_-· .:.~:~ :·_ ..... g-:·-~ _ ... N4.~. _ 7 -_____ 15.115 _____ ~-··-!--. -~-~-4.. ' . Q ____ _ N2 ---·--1 19 -·-j-~-- ! ----·--; • -· I 4 .115 : 3.924 0 : 13 : . . N25 . I 23.115 3.924 0 I rnr==----~~~ ____ ·-27.115 3.924 --O _________ j .31.115 3.924 0 6-L--,, ___ N28 --35.115 3.924 0 'LL N29 39.115 3.924 0 i 18 i. N30 43.115 3.924 0 I 19 ' N32 49.479 3.924 0 1---1-. -- I 20 I N33 i 54.063 3.924 0 RISA-2D Version 8:0.3 [Z:\2008\2K8-170\RISA\T117.r2d] Page 15 !I:: Company Designer PSE Job Number 2K8-170 T117 Checked By: __ Joint Coordinates and Temperatures (Continued} Joint Reactions (By Combination}' __ LC __________________ _,J=o1~·nt~L=a=be~l ____ -r-_-~X,_.k'-"----r---~Y__,k""-----.-----MZlli::fl]__ ________ 1 lr- 2 r=i 3 ; N18 0 20.7014 0 : 3 .. -r--.... ---------N34 0 19.9441 0 1 ~ 3. ' ... _ .. _Totals:_________ _____ _ _______ 0 _ -t-.. 40.6455 _______ _ 4 3 COG (ft):_ .. _ _ ___ :_ ______ X: 26.6093_. __ _j__ _ Y: 3.8515 ___ _ __ Load Combinations LL-·· D+L __ jYesl __ j__ 1 2 I 1 5 1 6 1 ' 7 1 1 · L ______ I Member Distributed Loads (BLC 3 : w} ,. . . .... . •. Member Label ... -···--Direction Start Magnitude=k/=ft=··-· E=n=d~M=a="n=it=ud=e=k~/ft=d=··s--· ~S=ta~rt=L=oc=a=tio=n=ft~o/c=o ~-~E=nd~L=o=ca=ti=on~,ft~o/o,.__, I 1 l M19 ! Y -.98 -.98 o o ! 2 ' rc1 : Y :-·----~.9=8~---+----=. 9=8'-----+-----"'o-----if------o"'--------l L._;L ., . .IC2. . ··--Y. ____ . .:. ·------.98 ........ '·-··---·--.98 .. _ .Q ---·-· ... 0 i . .4. ; . TC.~--. 1 . Y .. _ .. .J.... .. .~.98 ..... _ .. J ···-·--·-·-.98 .... ! . . .... .Q. o _ ·--_ _./ ~ .Q..-J ___ ... TC4 ··-·. -t-Y ~.98 -.98 0 0 . L .2. ... L.. . . TC5 .. _. ___ ... l Y -.98 -.98 0 , 0 ; 7 . TC6 : Y -.98 -.98 0 1 0 , · f'"' 8-·;-··-. TCT i Y -.98 -.98 0 ,---0---, i 9 I TC8 : Y -.98 -.98 0 0 ' 10 . TC9 1' Y 98 98 0 0 1·11;·-----TC10 · Y -. -. ·--·-----· ... -·----·-·-·-..... L-·-·--'----··-··-· ~.98 ---------~-9~8---+--··-_,O~ ___ ,I~ ·--· 0 ...... --·--1 12 . TC11 I Y . 1_ -.98 -.98 o i o I-13i ··--·-·-TC12 --·· -·----l--y ~1---~--~.9=8------=·9=8 ______ =0 ___ .__ 0 ~ .. 14 , .. ··--. __ M32 ··---· .. t --··-···Y_ ....... J _____ . __ --~·9.~8--~---~·9~8--~--~0__ 0 Member Distributed Loads (BLC 5 : D} 1 _1 _1 __ ... _M_em~e{ ~i!Q~l.. _ .. ··-:-_Dire~tion 1 start .Mi!_~~~[!slftJ··· 1 End Ma:~~t~~e[k/ft.d ... 1 Start Loc~tion[:fl'Yg]_;...ElliU,.oc~tion[ft. %] I 1 ...... ,.. . . ···---.. . .. ---·· •.. ··-·-··--··· .•• ·-·-·-'. .. . ., • . • ···-----· -·-··-·· . . .. ' ' . .. . i 2 : TC1 ! Y -.384 . -.384 0 : 0 ~. ~-.!--·------TC2 ---··-~ Y -.384 -.384 0 ._L_.,_ ··-_Q_··-·--~ r-~lJ=~~~.--.·~ -{g!-·--~=-~=J-·-·· ~ ::~:: =:~:: . ---·---%· .. -. ···i -~-g ~~--' ~.6 ... ) ____ TC5 _______ ~···---·y -.384 -.384 0 0 r·~--:-·--·· +g~--·---·---·-~· ~ =:~~: =:~~: ~ 1 ~ l. .. 9. j _ . . TC8 .... __ ___l . "'-.Y ·(-· ·-.384 -.384 0 I 0 J 10 J-··-··---· TC9 ____ . /. -···-Y.. -.384 -.384 0 1 0 ! ... 11 l . TG!O . . . . Y_ ···-·· ~,_364... _ -· : -,3!H .. _ .Q o 112 ' . !911 ' y ~.384 -.384 0 0 I n_J . . TC1_2 .. .Y -.384 ... -,3e4 0 0 _ 14 : ... _MJ2 __ .... _.l Y -.384 -.384 o -. ____ Q_ ··-···-J Member Distributed Loads (BLC 6-: L) , ..... -~--_Mem_be.rJ,.ab=el_---,-_ Direction Start Ma nitude k/ft ... End Ma nitude[!s!ft,d ... Start Location ft%] End Location[ft.%] L_1 _; ·--·--M19 ___ .. Y -.16 -.16 0 0 l RISA-20 Version 8.0.3 [Z:\2008\21<8-170\RISA\T117.r2d] Page 16 ,:_ Company Designer PSE Job Number 2K8-170 T117 Member Distributed Loads IBLC 6 : L) {Continued) Checked By: ~ _. __ ..... _Jy!_e_mber _Ljlbel ____ .. , _Qirni;!iori_ ~-$.!~Jv1_ggni1!Jgg[lsl.fi,=, End M..£9I1fil!9~(!sfil,d ... 1 Start Location[ft. %] ;·· End Location~]__! I 2 I . TC1 ! y ; :-. 16 1 -.16 I 0 . 0 . H .:_-. -~~-· .-.. _:_ .. -~-:-L--t--~-~-J _____ : __ :-:~:~-~~:~~t--l: -~i r -~ : · t@~---·-·· --~------~-----~-:--------J~ =: ~~ ~ ~ -1 :. -~-_; .IC8__ _ _ _ _ ;___ .. _ Y .. __ ---~ _ . _____ :-_J_g________ -.16 . ________ _Q_ ____ ____ __ _ _____ ___ _Q : ,_J_Q _~_ -----TC9 ----i-Y : -.16 I -.16 0 I 0 I L.11_ ~----·-·-TC10 ·---_ ---1---_ y __ L___ -.16 I -.16 0 0 : 1-2 . TC11 . Y ; _.,_ 16 -.16 0 , 0 7 : 13 TC12 Y . ' ~.16 . -.16 1 0 : 0 ~-:tL_--~~~---_ ---M~z-_. ___ .. l. -·.-:.-x..--.-~---1-.-·==~~-w~_-_: ___ i__ ___ • --~"w ___ J~.-=~:--_~J>--------·-------o· ---:i Joint !-,oads and Enforced Displacements {BLC 1 : SEISMIC) ~ ______________ .. --"'Jo"""in,._,.t-'='La..,,b""e.__l ---------'L'=''.D"",,!.!.M,__ ____ __,,,D"'-ire,,.,c'-"'tio"'n,__ __ --'-"M,,.,ag"-"n"""itu""d"'e1[""k,.,_,_k-..,_,ft'-"-in,.,_,_.r.,,,,ad,,_,k"--*s><-"=2/"'-ft]1--, ~-1 _ ; ______ . __ ...... ___ N34 _______ .,__ __ __,,,L'-----'-----'Xc,__ __ ___,_ ___ __,9=.8=2,,_,,5,__ __ _ Joint Loads and Enfotced.Displacements(BLC 4: POINT) ------~J=o·=1nt~L=a=be~l _______ __.,L=.D=.M,.,_ ____ __,D~ir~e~ct~io~n ___ ~M=a~gn=it=ud=efk.~ftin.Ifil!..k*s"2~ _ L.1 ' N26 L Y -9.5 Joint Loads and Enforced Displacements {BLC 7 : MECH) ,.... . .. ... ______ .... ___ Joint Label ___________________ .. ______ L.D.M ________ ,_ _____ Direction ___ ..... __ Magrutude[k.k-ft in...@.d k*s"2/ft] _ r· }_~:-~~--:·_--_ --~--~-~~L:~~-:~--=~ ~-~-=--~~~~~=-~-=~-t--~-=:~=-=---+·:-~_:·:.-~=~=-~ -=:.-:~ __ -___ i ______________ =~:~;;-------~-:1 · 3 N25 . : L I Y -----L--1.95 !-----+-------· ·-----------------·---------·--------------~---···-t------------------'-'-=----___ JI j 4 . N27 . ! :L i Y -1.95 _ ·--¾-~-----------------ffit-------------! t -I ~ =:~~ I Member Section Forces · .. _. 1 . bg ... , . _________ . Member Label Sec Axial[k] Shear[k] Momentlli:f!]_ , __ 1 ---1----3 . _: _____________ .. ___ W2 ------~ 1 -48.9713 ! .0081 0 --] ii'-2 1--------!-------------------------j 2 I -48.9697 i .004 --------!----.0114__ ___ _j __ J_J ________ L. .. _ .... ___ . ________ . _________ .. ·+ ___ 3 ------+--------48.968 . __ J.._. __ _0 __________ :_ __ -:,.Q152_ / I 4 ! ! ' 4 ; -48.9664 -.004 . -.0114 l.-2. --i-------· -~ _______ .. -------------~-.. _: 5 ----~ -48.964~-------'--.0081 ....... __ 0 ___________ . f.---~~.1.-.: .. :J~~----~~--~-------:1~-~-~--· ___________ 1 · ____ =:1;~~ --~~~~ l -· 0 1 1 --. o 1·-------·~o~358 --------i I ~ : . ___ __!-~ :. -------------------! =:1;:+ .0022 .003s ___ J :'10 ;-' --------------------------5 -.4373 .0043 0 ' ! 11 ! -3 ! W3 1 18 9128 0009 0 ~iLL_ ___ 1 • -------•• 2 18:9112 :0005 -.0005 ·_-~--·--~ r 13..J --·--------:·---3 .18.9096 0 -.0007 ____ -j 14. i i 4 18.9079 -.0005 -.0005 ! _ _1.2_+--____ -f------. 5 18.9063 _ -.0009 o I _16 -,--___ 3 :-.... -· ____ W4 ------------------1----JI ____ -13.7176 , .0033 -~_Og24 I ~ ~; i---·--.... ,. · ----· -----· ----------·-·+-·--~ -1 :11i.i1~64----~-----·0i16·--'---__ 0033 --i l--1g !--.. --..... -j---i J~~+~ .. i . ----Jg-}~-----··-·--.Qg.24 __ .. ·1 i 21 _ i 3 V1 1 1.9891 o o RISA-2D Version 8.0.3 [Z:\2008\2K8~170\RISA\T117.r2d] Page 17 J( Company Designer PSE Job Number 2K8-170 Member Section Forces (Continued) T117 Checked By: ~-_!.Q__.-----'-"'M""-em'-',b,.,,e.,_,r L,,,,,ac,,,be,,_,_l ___ ~--'="Se""c'----~-~Ax=ia.,I, ,.,,k ____ _,S=h=ea,.._r,..,k.J,__ __ __,M_,_,_,o,,,_,m__,,,e"-'-'ntlli.:f!~ I 22 ! j 2. 1.9875 0 0 I i 23 i 3 1.9859 0 0 ;,~i2A5--/,·-····· --~-...... _ ; 4 f-1.9843 _ __,,0'----+---0---1 ~ ·--. J_ .••. ___ . . .tL ... ;. __ . UlJ~i? ··-----__ ... _____ Q__ , _Q .! : 26 · ~ W5 1 ' 10.9429 · .0033 ·-· ·-·, ··-0 i--21_·: ...... ·-· .. ~-----2,. : ....... 10.9413 -_:_ __ .. _ .. 0016 ... ·--1 -.0024 ! f 28 , 3 . 10:9397 0 ' -.0033 I Ui~.: .... -· _ ··----··--···-·"-4 ....... 10.9381 ____ -·----.. -.0016._ -.0Q~4 i ' 30 . ' · 5 ' • ··-··,-· ··· ··· -·--·· ··w6·-··---·------·--·1---1 ___ J ___ _ : ;} ! .. 3 ··t ----: 2 +----------"-''---'--"-'---'----+---'-==----+-- 10.9365 -.0033 ·--------0 ----. ---i -6.4371 .0033 0 -6.4355 .0016 -.0024 -----i I L~~---·---+----------·--------ti---_,3""----+---"'-'--'="------+-------"-----+--~='--- ~~4._L ___ .. , -------·--·--------'---+i _...,_4_-1---='--'-==---+----'--"-"---'-"---i----=-'<-=--'----. 35 I I 5 Ktt:-----~--. ·-.. --~~·----·----+J. _ _,,,1,__-+-------""-+"'-="----+-----=----+------"'-----l 38 ' I 3 -6.4339 0 -.0033 I -6.4323 -.0016 -.0024 i -6.4307 -.0033 0 3.4885 ! 0 0 I 3.4869 0 0 I 3.4853 0 ! 0 ! !_ 39 _i_ _____ .) ___ . __ _ ... -·· --·--------___ _f ___ 4 ____ ._.!_-3.4837 __ I __ _Q_ 1 ____ o _____ ......... ! ;-,_~_._.44_:~1-_ .. 1 i_ .... =.~·-.·.-.. -.. ·_·-_1_·····.··-_·-.--·--·.w·_· .. ?.-·.···.-·.···.·--· .. -,· 5 ; _ .... 3.4821 _._; ________ o -·-··-----·-··; __ .. _ .. Q. _ -~ _ _ _ _ _ _' __ .. L. + __ . 1...1f2.9. .. ·-. : . ·--.. ,QQ:i3. . . . ' _Q ' '. 42 , 2 1.1674 .0016 -.0024 I : 43 : 1 , 3 1.1651 0 -.0033 _____ i 4.4 J_ ...... ---!----···-_ ·-··-.. __ ----·--------I 4 1.1641 -.0016 -.0024 45 · 1 I 5 1.1625 -.0033 0 --~··-----i-----·---·-----.. --·-----46 1 3 1 M10 . i 1 3.0468 .0033 0 47 I I I 2. 3.0484 .0016 -.0024 48 : I I 3 3.05 0 -.0033 : 49 : .-L l .4 3.0516 -.0016 -.0024 t_;~t-_-3·--·7 --·· -----·-·MJJ ___ . ______ . .l ~ ·-~~~--.og33 ----·-·-·--g _. _____ 7 i 52 i i ; 2 ! 3.5384 0 ' 0 : l··-Q~ .. j -+ .;3_ . 3.!:!~6§ .. 0 0 ,_!?._1._._ , -·· ·-··---·-·---·-··:,· 4 : 3.5352 · __ Q_····-··· 9. ···-Ll5..§.. . · · -· T" · . 5 , 3.5335 1 o r · · . o ·-·-- ! 56 3 . 1 · -· · ··· rv11T··-·· ·-----·---,---·-:-:i· -8.3278 .0033 1 ·----· o ! 57 : 2 -8.3294 .0016 -.0024 158 . --·-·-·-; ___ ._, __ ······----· 3 -8.331 0 -.0033 l.6590 -l---··-·-···,~---·· 4 -8j3.26 -.0016 -.0024 I 5 -8.3342 -.0033 o ~~ 3 I M13 1 12.5741 .0033 0 L 62 i I. 2 12.5757 .0016 -.0024 i 63 I _____ 3 12.5773 0 -.0033 tii·'.-3. -f---·-··-·· -· M14 ··-·-······-:---l-·-··j·--·--~tii~t. ' ___ . ___ ::ggl~·--1--·--·-·0r4 -----~~1 j_§J j -.:.. . .... , 4_ .. _ .... ~9Af3 ..... ·--__ . o ····-·-··· '···-·· .. Q. __ .. iJ.t;_~ --..... t __ . -. -· -----... -___ :_. ---~~t~.~~-·=-.J~~· ---·· +---·---·-l · ~====~-g ~-~~==~-~= ~. 70 +-··---·-'.··-----··-·--·-·-------5 .39 0 0 U'L-L. __ 3 ___ .:_ .... ------·--·-M.1.5-________ -+ 1 -13.1759 .0033 o ·- I 72 i 1 2 -13.1776 .0016 -.0024 LI~.}-·-··----1. ..... _._ 3 -13.1792 o -.0033 L74_.1_. -·---·-1 4 -13.1808 -.0016 -.0024 _Ji -~~-~--3-----.-----··· -Mw·------~ -11ii:Ji -_gggg g 7 .. 77 +·---·--·----·-··-·--------····· ··---·-----·-·-2 . _ --17.2653 . ..0005 __ . -.0005 ·-·-~ _ 7..§... ;___ .. -1. .. _ .. . . . ... ---· _. ; . _3_ . '.... . .J.7.~_q6_ft_. . 0 -.0Q.07 ! RISA-2D Ver~ion 8.0 .3 [Z:\2008\2K8-110\RISA \ T117 .r2d] Page 18 ... ,:. Company Designer PSE Job Number 2K8-170 . Member Section Forces {Continued) T117 Checked By: LC Member Label Sec Axialfkl Shearfkl Momentfk-ftl 79 1 +-i 4 17.2685 -.0005 ! -.0005 I , ~~J~~-3~~~-J-~--~-~~~=--=--M17 . --· : ~ 1lt~~2 ~-gg2: ~ ·y--·----'. 82 : : t . 2 1.0247 .0022 :· -.0038 ! __ .§L/. _ .... [ ___________ -----·--------·----· ---t-----~---+··· 1.0231 o --+---------.0.=0=5'---....., 84 1 I I 4 I • 1.0215 -.0022 __ ;_ -.0038 :.fili.l ·-~ . . . .. '. _5._ L ___ 1.0199, ____ ; _______ -.0043,. _______ l ________ O_ ------ ! 86 . 3 M18 1 -46.9548 .0081 0 I 87 . 2 -4q,Q5p4 . .Q04 -.0114 :-a·a ; 3 -46.9581 1 o -.0152 :.a~f; . : 4 . _ -4(;l_,9.§.97 .. __ J_ -.QP.4 .. ~,_QJ14 !-~~----:---___ 3 _____ 1 ..... _ .. ______ --_· _--·_-__ rv,19 ____ -________ --_ . ...: _____ g .. __ , ____ ..:-4_6.9613 -.0081 ____ ...Q. -----·-----1 92 ! I 1 ~ ~--~ ~~:~~+! i ------~:·ai38---------~ J}3 j__ ______ _L___________________ i 3 ,. 0 20.6543 i -1.7266 __ j 94 i : l 4 ; 0 20.6308 -2.5884 95. -r·---r--·-_ .. _ ; 5 I O 20.6073 -3.4493 96 : 3 i TC1 ! 1 ; 45.4803 2.449 -3.4493 ... 9.7 -~~ __ ··------i--. . . -· -·· ---_ ---_________ , ___ ) ____ G.. I 45.4803 1.8Q34 -5.8854 --- _9J} _; ------_____ _L ______ .• ---·----I 3 I 45.4803 ,· _ 1.1578 -7.5818 L .. 9j;l f . : _ .. _ : _ 4_ • 4Q,:teo:3 ,512~ -§.5~§.5 ~ 1.001 ___________ i ______ --------------__ .. _ _;, __ _Q_____. ___ .45.4803 -.1333 ___ -8.755..2.. __ .. i 1..1QJ j_ . ~. i . . .. __ _1Q2.. -~ ---1 . L . . .45.Jl2§... .. L .. --_:-__,M)_a(i_ . . :.. . ___ :§,I(;ii5JL ... _ 1 '102 5 28 l i 2 l 4 .8 I -1.2952 I -7.4079 I _ 103.j -----·-j ---------,__ --3 I 45:828 -2.1918 -4.6335 104 l i 4 i 45.828 -3.0884 -.4324 1tg~ -! 3 _.. t---,_ .. _______ --5 I 45.828 -3.985 I ~: ~ ~~!---.. --, TC3 1 l 60.7866 2.7354 I 107 j_ _______ ! -2 : 60.7866 2.172 2.7417 l _1Qli_ __ . __ _j__ . 3 I 60.7866 1.6085 ----------, .8515 __ · 109l : 4 I 60.7866 1.045 -.4753 110; 1 ! ----5 60.7866 .4816 -1.2386 -11.1.~ . _3 ' TC4 ........ _, ____ 1 __ --~ .. ----60.7866 :g~~~-----.. -7--·--· =~ :~~~~ -------i-........ -·· -·--·---------112 i [ 2 I 60.7866 JJ~ i ___ .i. .L ... ~ L. --60.7866 .. __ -· . _ ------.51_97 .. .. 1 --1.3261 ----. e---1-H .. ~-------; ____________ ------·-·---: 4 , 60.7866 -1.0831 , -.5247 1 jJ5 :_,. _________________________________ j ____ 5 ____ ! _____ 60.7866 -1.6466 ______ J__ _______ .8401 ___________ ; 116, .3 TC5 1 1 I 73.1889 1.4995 ' .8401 i .. 111t87·~.: ---i,-----·-· -------------~-------23 , 7733.·11.888899 .9361 .. ___ ..j__,_ -.3777 ------i ------+f_. ---"'-.3726 I -1.032 ____ __j ! 119 j ________ .. ~_ ...... ----------------. _ 4 73.1889 -.1908 -1.1229 ..... -1 ! 120 i . 1 5 73.1889 -.7543 -.6504 I ~-121 .. ~.l ! ____________ TC6 1 73.1889 .7778 -.6504 __ I 122J · . I • •• 2 73.1889 .2143 -1.1464 11231 ; 3 73.1889 -.3491 -1.079 1124-i------. ___ , .. ! ------------· -----4 73.1889 r 125 tt .. --------r------· ____________ -.9126 -.4482 p26r ·3-· ·r·--. -. i"ci ---!---~~ 1 ;~:~~~~ ... ·-r ...... -~,~~~1 · ... j!~-} ----· .. l~~ -:: : _ I =-:=-~ :::: ::=---J-! ___ :_ --;mi!---1----~-:~t -· ----: 1 ~~~ --- J 130 I 5 71.8438 -.7869 -.614 l 131 ,_ _ 3 j_· .. __ TC8 ___ 1 71-.8438 .7967 ___ -.614 .. __ _ j_1_32_ ............. _..i ----·---·-------2. 71.8438 .2332 -1.129 t~f----· 1-------------... _ -----L~~ ~~]:~~ -~:~~% -~-J~i5_ 5 _~ RISA-20 Version 8.0.3 [Z:\2008\2K8-170\RISA\T117.r2d] Page 19 ,. PR 11\ti E Job: m -t1L' "TRU\"TiJRf!I 0:::>"e· c -o~ Vil J ,t .u:.L -.-ti. -~ ENGINEERS Sht: .,, I::/_ i: Company Designer PSE Job Number 2K8-170 T117 Checked By: Member Section Forces (Continued) r-_·---, ___ LC·-·-~----·--·. __ Member Label __ ··----·. _ -, ____ Sec --r-______ Axial[!s] ______ , _ Shear[k] _____ --···-· Moment[k:f!)_ ___ , I 136 1 3 ! TC9 ! 1 : . 56.9183 ; 1.5072 1 .707 i : 137 : _______ ... ·. -·-·-··-·-··-··-· ______ , _________ j _____ 2 __ J _______ 56.9183___ 1 .9438 : -.5186 j r-g~ ~ ----~---·· --------------· -· --+-· ~---i ---~~:~~~~----~------~-~~~~------+---=}:~~~~=~~- ,. ---" ------· . -·-·----------·---------··· -I I t-140.i------··-----!--------· --·-···-·-·--· 5 : 56.9183 -.7466, i, -.8144 ; 141 . 3 : TC10 1 i 56.9183 -.3566 -.8144 . i 142 : . . .. --1". -··· .. . ---· ---···-·· 2 I 56.9183 -.9201 i -.176 ----·1 t..14.~ .. J _ .: ... ~---·-----------·-·--·· 3 i 56.9183 -1.4835 ! 1.0257 --i L.H.4 .. L ___ . ___ ! __________ ____ 4 1 56.9183 -2.047 i 2.791 -·----! i, 145; ----~----···-----·---·----------·-----·-___ 5 56.9183 -2.6104 l 5.1197 i : 146 ! 3 TC11 1 42.7946 3.9428 ' 5.1197 l.1-17-~ Z. 44,7949 3.04(>4 -.4.403 : 14e, ~ . 42J946 2.1499 -4.573~ L 149: ; ----1 4 .. 42 7~46 1 2535 -7 2813 l_150 i ___________ j__ ____ --·--·-----·---5 ------42.7946 -8.5624 / 1.51 ;-----~--.. ;______ TC12 _ 1 43.6141 -8.5624 i 152 i i 2 43.6141 -8.3575 .357 .1441 -.5016 -1.1473 I -1.7931 -2.4388 1 1531 ! . . 3 43.6141 l--·--' ---. ----1-------------------! 154, i 4 43.6141 ---'--·-··--1 155 I 5 43.6141 : -19.8506 156 3 ! M32 1 0 ' 157 ! 2 0 -19.874 158 I 3 0 ! -19.8974 I -19.9207 '---19.9441 1.59 i --_J_ __________ ............. _, -----------------~-·-4-~-·-·-0 ---'-"'-'-··16or---; i. 5. • o .. .2025 ! .1776 161_; ___ 3---~---------·-·-·-· BC1__________ , 1 ' -50.9966 --'-'==-----<--0 -~ 162 [ : ' 2 I -50.9966 i -.243 ! _: rn3.; ... ___ ;_~ ______________ .. _ ............. --~,:--- 4 3 ____ , 1 -50.9966 , .1521 I -.4542 ~ i ~~:-: · .. -··+------···---·-----------· ~ 5 =~g:~~~~ :~~i~ ! =:~~~t:=~ 166 ; 3 BC2 I 1 -68.596 .0477 1 -.7811 , r-19.:Ll~-------+---· ! 2 -68.596 .0088 l -.8376 168 1 i ; 3 -68.596 -.0302 i -.8162 169 l ! I 4 -68.596 -.0691 -.7169 ---i -170 i 1 I 5 -68.596 -.108 I -.5399 . 171_.J_ __ 3 _L _______ ·---· .BC3 -I 1 -74.021 .0835 I -.5399 -~ H~-1 ·--------+--· ---· ··--··· _ --... __ · ~{.-~-=~ -~~ -~-'~=--~=;::g~~-~:---~ .~------·~---:~6~~ · ~:=~-L~-~=-~:. =:~~~~ :· ________ j 174 ! ; . . -· -. . ! _ .4 : -74.021 , -.0333 : -.6905 ' L1.is._'i:-. -----L~ ___________________________________ J__ 5 --+------74.021 ____ ..J__ -.0122 --=·5~85~-- 1116 j 3 : BC4 I 1. I -65.8967 I .0768 -.585 177 · ; 2 I -65.8967 .0379 -.6998 I ~ g~{------!-·----·------------ I 3 -65.8967 :.001 -.7366 ! 4 -65.8967 -.0399 -.6957 I _J --·:;-;;,-· l 5 -65.8967 -.0789 -.5769 I 180; ' l I ' ,.J..§1_ '. -3 ! BC5 1 -47.5103 -.063 -.5769 ' 182 i 2 -47.5103 -.0879 -.4804 I I .. -~18_~_ I 3 -47.5103 -.1128 -.3521 I ----I -184 I 4 -47.5103 -.1377 -.1919 ! Jli5._ ! ____ g -47.5103 -.1626 0 i --___ ,._ ----~---. -----· -·-··-·-·- RISA-2O Version 8.0.3 [Z:\2008\2K8-17C>\RISA\T117.r2d] Page 20 I i I r~ : " ,Y '! : ··; ,: IL. ..• X ! Tll?t -1.857k -l.857k -1.95k -1.95k ' l i Loads: LC 2. D+L · Results for LC 2, D+L .. ·1 !------··-. -··-·--------·-----·····-··-··----~ T118 ' ~--------------j iPSE ~ !·"·--·----···-·--· ·-···----------------- ! 2K8-120 LOADING DIAGRAM (D+L) L----------------~----------------------------~------------- May 20, 2008 at 11:10 AM T118.r2d r:..--,. I PR HVi F= Job: yqr-!"1t 1----------·-------------------------------(;"' I ,'/' AL Date: ~-or ENGiNEERS sht: ....,.,;.,;J_&_ 1 I I ly I I' i":1 '~ ,Zs, .X • !. ---------' I I Results for LC 2, -D+L Member Axial Forces (k) ip;~---~~--:J I r : 2K8-120 : i ·-----· --··--· ., J-----~. fA/t'x ,l, A-X.rAt.. ;; 7"J£o F'f> <: I z 7,0 I< J,f$1vN (5Cf ~t"'f. 1,u) MA-X, gc P(x.,A'-:: 7'3,4 f-lfS < I t. 7. J Jr.111 J>fJl6"N (He ~€r, IIZ-1) T118 May 20, 2008 at 11: 10 AM i ·---------·---------------· I T118.r2d J. ;: Company Designer PSE Job Number 2K8-170 T118 Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed i=_j_ j_~-.-=,.-=. .. §E;ISMIC ___ : ~~-~---~ None · j ____ 1 I 1 -----i-----1~------, ilI .. SE<;;:~GHT-. L __ -ii-.+--_---:--_:1 "-t--1-··!· .---<--·-·1 4 .. -.1 ' -i--1 · ••• f · -·---· ... '-· · ····---~~~!-~ -·-··-i----· ---; I 1 ~ ! --1 '· } ---. _____ .M{;,Q!:L .......... ---'·-· None I / 6 I ___ ! Joint Boundary Conditions ... . .... .. . .Joint Label .. _..... X fk/inj Y [k/inj Rotationfk-ft/radj Footing ~ i . 1 _____ . . ~~!-.. _ ... _ 1 ___ .. Reaction ~--------:-..... ~::~~:~~ -··---/-------· ________ -j . -·· ... _ . i--~-J. ... _ .... ·----N4 ______________ j___ ___ ,._., _______ . ___ ~-.. ----· 1 ) ! 4 : N6 1 i ' L_5_j_._ _ ... ___ N] ____________ .. j_ .... . .. .J.. .. . ··------··--/ i 6 : N10 ' I -7 _ _j_ -·····--· N12 _____________ +--------+---------t---------+--------1 ! 8 : N14 i·· 190. i-----··. --· .. -~~~ -·---------------1----------1---------+-----------l . H: N22 ; 12 ·:··------·---'----'N=2=3-----.---------+--------1--------+--------··-7 ~ ~! I -----~~~=:'-----+-------+-------------+---- / 15 j____ N26 ----+--------------1--------+-----------~~:.:j f 16 ! N27 I . 17 i . N28 -l I :. "is--;-.... _ -·N29·· ------_-_·· r--_----·-... -· -·-.. --. --f -..... -....... -_ ............ ·+--...... --... ------. -· -.j .. _____ -.. . i 19 : N30 I I ; 20 N32 : : :)~1. 1. _ • N33_ ........ -.;·, ___________________________ _!_ ........ ----------·--·--·'-·------------·-·-------------·-·--·--· Joint Coordinates and Temperatures ... ----· ___ . _Label ·--------,---~6-.illL._ YID) ____ ---·-··---· TemR[F). . / __ -1.~ .-------.. _____ N4 10 0 __ 0 ............... __ . ! 2 i N6 15,083333 0 0 1 j_ 3 _j ____ ------·--·--N8 23.083333 0 0 I 4 i N10 .i 31.083333 0 0 ; : 5 : -N12 ___ ,. ________ !_-=. .. ___ 39.083333 0 0 i !-6 _ __; ___________ . ·-N14........ 1 44.166733 ·-; 0 0 ! !.. 7 L .... . ... .. _ N18 .. ______________ : ________ O .... ~-: l ·: _____ -~,924.. _ ---·-·· ..... __ ~----.Q__ -~:--· . J : 8 , N19 1 .167 3.924 0 I 1..JL.J . _. N20 ! 4.75 3.924 ____________ o .. _________ I : ii : .----~i-... ~ li:gmii tm ---~ ___ .. -----.. 1 ! 13.J __ --·--·-N25, 23.083333 3.924 0 ------·---·--. _ r: 1· _____ ~~~ ~~:~:~~~~ ~:~~1 ~ -:~ .. :~~.~ . 16 --!-----·--N28 35.083333 3.924 0 __ , 17 1 N29 39.083333 3.924 0 18 I N30 43.083333 3.924 o L.19... j .. __ . _N32__ .............. _ . ...; ------· 49.416733 ·-----+·------·-3.924 __________ J ___________ 0 -----_________ _ i 20 I N33 54.000733 3.924 I O I RISA-2D Version 8.0.3 [Z:\2008\2K8~170\RISA\T118.r2d) Page 1 r Company Designer PSE Job Number 2K8-:.170 TH8 Joint Coordinates and Temperatures (Continued) . 71#6-/1 PR.!MEJob. ~ STRUCTURAL Date:~ ~ ENGINEERS sht. _l1... Checked By: __ Label ' -~---'--'X__,.,[ft.,,_)_-_____ ____._Y_"'[ft.,,_) ___ r ________ Temg__[EJ___ _______ _ l.21_,_i ____________ N34 _________ ____._ __ =54~-~1=66~7~3~3--~--~3~.9~2~4 ___ ~1 -0 _____ __i Joint Reactions (By Combination) _ 1-.G _4._ ---- 2 T91gl_$._: ,Q_ 40,60~2_ -3. • _ _4_ 4 _4 __ C.QG.(ID.~-______ .. _,___ _ __X__; _ _z_q._~7z ______ , _ __, _______ y:_l,851§ _____ .. __ _ _ __ .. __ Load Combinations Description Sol..:PDe .. SR ... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor r-1 1 LC1 f°YesT ! 2 1 3 1 4 1 2 ' D+L /Yes! 2. 1 _ 5 1 6 1 7 _ 1 Member Distributed Loads (BLC 3 : w) Member Label _Direction ___ StartMagnitude[k/ft., .. _End Magnitude[k/ft,d ... r __ Start Location[fi..'Yi?L •. _ End Location[fl.J'!!) __ _ r+--f -----~Jf----.J. --~---------+-----~--::~~--------,----::~~-------1 -----g-------------: ---------g-----, / ~ !. .rc2 _ x_ ______ r -Jt8 ____ : _______ -.98 ______ J _________ Q___ -+--------__Q __ -- i 4 -TC3 . _ ____._Y __ i ___ -~.9~8 __ _,_ __ -~.9~8 _____ ~0---+--~0----1 ... 5 --~---______ _TC4 ____________ ~ Y ! -.98 -.98 0 _____ 0 _______ _ 6 1 _ TC5 · Y -.98 _ -.98 0 0 --7 _j_ _____________ TC6 ---------1-~Y~---1----=·9~8---+-----~-9~8~---+---~o---+-----~o~------l !-{--~---------{g~---·-)--~ =:~: =:~: g ___ g _______ _ I 10 i . TC9 Y -.98 I -.98 0 0 (1.1 [__ TQ.1Q , ___ y _______ [_ __________ -.98 ______ _1 ________ -.98 o ---~o~--- 1 12., TC11 Y -.98 : -.98 0 0 :-.1~ .. :. TC1Z . , ..... Y ..... J---------~8. ~.98 _____________ _Q_ _Q iH ... , _____ M3~. , ___ y___ -,!?~. ---~8. o o Member Distributed Loads (BLC 5 : D) _ ___ ---~ffiQ~! h@~J_ . . .. __ _Direction ___ ,Start Magnitude[k/ft, ... End Maanitudefk/ft d... Start Location[:ft~ _ End Location[ft. %] :-· 1 ' __________ M19 _________ .. L. Y I -.384 -.384 0 0 2 ' TC1 ; Y -.384 -.384 0 0 3 TC2 -i Y -.384 -.384 0 0 '---·----, ---I _ 4 , ~ __ TC3 _______ , Y -.384 -.384 0 0 -l----------~g: -----+---~ --+--~=:~-~~:-----=:=~~~:~----~g-----~g------ 7 ___ ! _____________ TC6 __ --t-Y _ -.384 __ --t---~--=3=84~---+----~0 ____ , _____ 0 ______ _ ~ 8 __j _ -----_ TC7 _ ...... ___ _:t __ --_ -.384 ----j -·----.384 --0 -------·--,--__ . _ 0 .. __ ----- 1· ~ -I. -IQ.§_ y_ L ~.3§4__ -,~84. -. ' 0 .o I : 10 ; . TC9 Y -.384 ".384 i O 0 ! __ 11 ____ ;_ -T.QtOc. .'f . . ; .. --------.384 --. . -1-::,J.81 . 1' _Q_ ___ . . +--.. . --_Q_ ; ~z: _ .TC11_ • Y. ___ .. ~---3.8.4 ........ -i----__ -.384 __ ~---____ -______ O ________________ .Q _______ __ i--13. '------_ TC12 ______ .. ; ____ y __ -.384 ____ L -.384 0 0 L.14._l __________ M32 _______ J_ _____ Y _ __,___ ~.3~4 -.384 0 0 Member Distributed Loads (BLC 6 : L) 1_ 1 __ :· C ____ Mem~~ iabel __ ~--:-·r-,_· Dfre~tion:-=..+art Ma:~~~de[k/Jt=f°d Ma ~i~u~e k/ft d... Start Loc~tion[fl.~.L.-End Loc~tion[ft~mL . _i __ L. _________ IQ.L __ _ . .J_ __ Y __ _:_J_g_____ 1 -• 16 o o ___ _ RISA~2D Version 8.0.3 [Z:\2008\2K8-170\RISA\T{ 18.r2d] Page 2 Company Designer p SE Job Number 2K8-170 T118 Checked By: Member Distributed Loads (BLC 6 : L) (Continued) 1 __ _______ l'vlember Label_ _____ , ____ Dir§Ction _ ....,.Start Magnitude(ls/ft, ... , End Magnitudellilf!,d... Start Location~L ._ End _Locationift..¾l I i 3 I TC2 ! Y I -.16 i -.16 0 0 !. 4 __ ,__ .. TC3 ____ . ··-'·-__ y ------1------.16 ________ j ------.16 0 0 I ~-i ~-.. · --,~{-· ·-· --~ [-·····---~---I =:~~ J =:~~ g g -------·1 J ·f-j-_------··--{§f-----.--~-. -~------~----·--· -L---·--=: ~~ -----+-----=:~~ g . -----=~=~-~i~-~ :_--~: __ -__ j r-1})0-·! .... --{~-------·-+-----+-1 =:~~ =:~~ g --~----··--·-7 f • . • -I r t_ 11 _j ___________ TC10 ___ _j Y ------1._ -.16 -.16 0 0 ! 12 '. TC11 i Y ' -.16 -.16 0 0 13·. TC12 ; Y , -.16 ; -.16 -,-----0 O t----·· . ---------....---. -··--~1---···------------· -· -------· ----·· .J --------------t...14_ l. M~i___ _ __ '(_ .. , .-.1$ ____ -,19. Q o --i Joint Loads and Enforced Displacements (BLC 1 : SEISMIC) 1__ _ • .. _ • ______ .. • _ Joint Label ________ ----·--r---____ !,.,P,J'vL ____ -,---·--=D=ire=c=tio=n ___ ~M=a9Ditud~[k,k-ft in,rac!_~$.:2!fil. .... i__ 1_i ___ N34 1 L i X 9.825 Joint Loads and Enforced Displacements (BLC 4 : PO/ND ["" .1 ~:_:. :.~ -~~~-~ JohNi~bel. ===-·--_ ------r----~ ·-·=L =r=M~--,---~D=ir=~=ti=on~--,-~M=a=n=it=ud=e=k=~~:.~t=ra=d =k*=s"~2~/ft,,__, Joint Loads and Enforced Displacements. (BLC 7 : MECH) 1 1 r _ . _____ .. ___ Joi~i~bel _____ ... ____ (-· ____ .. L,~,M _____ __ r·-···--Dir~tion ___________ r Magnitude[~f,fs~rad k*s"2/ft] ·: l.2.~ __________ . _____ .H~---·--·------------~---------1... r Y i _____ :1.857 _______ _ I 3 · N25 , L Y -1.95 /4-i ·----------·--·---·-N27 ____ . -L Y -1.95 1 __ 5 __ ; .. ________ N30 __________ __j___ L Y -.82 !_6 _1 ______ •• -...... __ _N32_ _____ L Y -.82 ____________ _ Member Section Forces r ______ LC_______ _ . __ _ ___ Member Label _____________ Sec __________ Axial[!s] ------,-_ Shear[!sL----, ___ Moment~ftL ....... i 1. i __ 2 _ .. ;, __ ....... ----_ .. W2 _ -----......... : _ . 1 ---i -----48.9127_,_j_______ .0081 _ -.0~ 14 i ! 2 i . I : 2 j -48.911 i .004 , ___ 3 __ ~-----·-· '.--------·---·-····· ---------------·--··--'.-····-3 .. --+-------48.9094 _____ i_ _______ O__ , _-.0152 ______ i 1 4 J : . I 4 -48.9078 ! -.004 I -.0114 1 i .5 ... ;. ____ 1 _ . ______ ........ ___ _____ ___ ____ :_ _5 ___ -'..-__ -48.9062 ____ _:_ ______ -.0081_ _____ ~--___ o ________ , !· ~ -·!· 2 ----/-···-....... --. --· .M2. -·-----------+--}---I =:1~~~ -----i_ =:gg~~ I ----~Og3a··· ------: ;·· 8 ·1-. --i"-··----------------I 3 -.4748 0 --·-:oos··· ------·--; !--9 --'-·-··-... _ ... _ ---. ----·--···----·-4 -.4764 .0022 .0038 i 10 1. 1 5 -.478 .0043 0 i ~.11J. :_.2.__J. .. _______________ Y'/3 1 18.8743 .0009 0 I [ 12 : I 2 18.8727 .0004 -.0005 I L13_l __________ I _______________________________ 3 _____ ---18.8711 0 -.0006 I f--f}+-·-----~-... --···--· -----· ..... -----·-·-----: i-. _! ____ --}t~~~~---.. -··<:~~~i ----·,-.. --~~ogo5 ____ ...! Lrn .. ~-2_ ~L . __ . __ _ ___ w.4-, . _ . _ .. _______ .1-J_ . r-... :.U,.72-4-6 .. _. __t_ _ _ ~0_0_3_3_ ~ ---·· .o.-. --: Hf t··· ---1-· ·· · ·· --· ··---·-----__ ..l .. ~-·· · ---~-~}*ff} -+---· ,.og16 1 -~:gg~; _19...I .. ..i. .. ---·------------. -_________ 4_., ___ ~13.7197 -.0016 i -.0024 f.20_1. ·-----l-________________________ . 5 -13.7181 -.0033 I 0 1-21_1---2 __ J ______________ M5 1 1.9958, 0 I 0 l 22 I i 2 1.9942 0 I 0 RISA-2D Version 8.0.3 [Z:\2008\2K8-170\RISA\T118.r2d] Page 3 • . ?tf'-1_' I Jo PD\ ~fig::_ Job . .:...:-- ' .... •, ' !-., t;-d--<./ STRL!CTURAL oate:~---·-,. Company Designer PSE Job Number 2K8-170 ENG!NEERS 13ht -~- T118 Checked By: __ Member Section Forces (Continued) . ~--,-~LC~ Member Label Sec Axial(kj Shear[kj Moment[k-fl) Ll-LL ... _ _J_____________ i 3 . 1.9926 . _9 _________ J __________ g_ _________ I : __ i4. L .. _ _ __I.. _ ·-_ .... ____ , ... _ ···-· -·····--_ 1 .. _4 . -. 1• ----·· 1.991 ........ _ j _ ·---· . 0 --------·------L--------0 --·· ...... _ _) ~ 25 ·! .. ----L-------· ----. -··-_ ---···----_ ·---~ ---.. 5 ____ -· .. -··· 1.9894 _ -----, ·-------··. 0 ---------·· , -..... ---0 ..... -· _ . -i 1 26 ; 2 . W5 . i 1 . ~0.9445 · .0033 . 0 , 1_27 .... ~ .... ___ -~---.. __ . . . ., ... J~. _,_ 1Q.~Hi~... _ ,------_,9..Qrn. _________ ; _______ :-_,Q.Q_24 ________ j iJ! __ ; ··-.; ... _, _____ : ____________________ _; ______ ! ___ \_ ~~:~;~-? .. 1·--------__ Qg16 _________ ;_ ·<~§~~¾-----i ' 30 : ; .5 : 10.9381 ! -,0033 0 I ;-~1-i----2 -:· . ------------·W5·--·------·--------~----1. ::::~~~ : :~~~~ 1 -.0~24 i.-41. ; ___ 2 ___ ~----------·--·--W7_ 1 1.1708 .0033 0 ~42 __ ( ____ --+. ---------2 1.1692 .0016 -.0024 i 43 , , 3 1.1676 0 -.0033 r---.. ---·-----·-·---·------.... I 44 ; 4 1.166 -.0016 -.0024 ~ ~-+--·-2·· ·----M10 ~ 1/;44; ~gg;; ·t---1 47 1 2 3.0466. .0016 . -.0024 _______ __] 48_L________ ________ 3 3.0482 o -.0033 ' L49J ____ J_______________________________ · 4 .. t.--3.0498 -.0016 -.0024 50. I 5 I 3.0514 I -.0033 0 :. Q.L.i .2 . ; ... .... . . M.tt . .. . _! _ .. .1. ___ ...i__ ..... J.&4_Q1. _______ ; _________ Q __________ .Q. _______ 4 i 52 1 1 • .... • .. • • .. 1. 2 ! 3.5385 0 0 , [HE ·~ .·.· ) :~:. ·. --~ -.· ~·. ~~=-~ ·~ ~ i~~~ ~-:!f _:-=_;~=-= l . --: . . g__~ . 56 ' 2 M12 : . 1 -8.327 .0033 0 ! 57 ; ! ·1 2 I -8.3286 .0016 -.0024 i ! 58 i ! : 3 1---~8.3302 0 -.0033 -------~ I 59 4 . .:8.3319 __ _ -.0016 _____ . ______ -.0024·---·-·7 60 I 5 .-8.3335 -.0033 i o ! L...Ql_J. _ _£_ ________ M13 1 12.5718 .0033 0 l~~t ----·, ---· -·------...... "·---·---------+---~ ~l;~;~ .0~16 ::~~~~ ! 64 i ~ I . 4 . I 12.5767 -.0016 : -.0024 l.§5.-1 _______ :_______ __ ... ----·--·--·· -~----9-___ :_ .. -12,.5-zs~ .... __ ;_ _____ :,O_Q_3_3 _______ ,. _______ o ___________ , ' .66 ; 2 M14 1 .4029 . 0 0 . ) .. Q.Z ___ j . . ..... ________ ..... __ ____ ___________ 2 _____ _,1013 o o -----/ ~_68 1 __ ... -·+· _________ .. ________ . _ 3 .3997 .Q__ __ 0_ __ , ' 69 l 4 .3981 0 0 ' i-ro'---· -r· -· --------· ----· ----5 .3965 o o ---1 ! ... ?J -~---4._ __ J __ ·····--··----·.M15_ ________ ~_ 1 -13,1795 .0033 ---t---Q ___________ , I 1'£. ______ j __ -----·---· . ________ -----·---+---2._--'.13.1811 .0016 . -,---· ___ -_,..Q.025 . ____ ! 73 3 -13.1827 0 . -.0033 .. _____ J 74 4 -13.1843 -.0016 -.0024 I 75 _______ ·5 -13.186 -.0033 o __ ......, 7§ ___ .. 2 M16 1 17.2272 .0009 0 r·z.z 1 .... ___ / .. 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BC4 _ ....... _________ 1 _ 1-----·-·I ----· =~~: ~~~~ _ ..... : ..... ___ .. :~~~~----.. ;---·····--·-=:~~~! ...... __ 1 . . . ........ -· . , ............. "_,,_, __ ,_, ... , _______ +-·-----------------......... ----~--'---------------178 : t 3 i -65 7398 -0003 l -7377 , -.6981 i ---7 -.5807 ! 179: ---t·-·" .... ... --·--· --i 4 -65.7398 -.0392 I , .. ----1-I 180 i i 5 -65.7398 -.0782 ' 181 _.l. • 2 ! BC5 1 -47.3525 -.0648 .. ~ :~ J-: ~--_-·_ ~:. l_ ____ --------·----------------I 2 -47.3525 -.0895 : 3 -47.3525 -.1142 184 l i . 4 -47.3525 -.139 ------+--=----,r----~==---+-----'--'--'--'=---+----=·3=532 -·-----i -.1923 -.5807 __ 1 -.4827 1 _rn~l ____ ,_, ___ j_-________ ·--· 5 -47.3525 -.1637 ~~-~------O ___________ _! RISA-2D Version 8.0.3 [Z:\2008\2K8-170\RISA\T11.8.r2d] Page 6 DO fl\/! E Job· ,v~-11~ ! 1 .. ,1'1.', -~ · S'FR1·1r-.,., 1JRAL 0·~·1·0·• 5-01--• I \ll~J,\ . c: v.---===r 1:N'('!'!"'EK-{'\ ,,, !'2 -, ,,,~r ., "·ht· -· (/-J . :,,.. vi! ..... i vV,,, -, '°'' --. , : lt-lf : 5~0 J/4. · fr-: . 0 J.0 h. ~ f _ == 2,:2--li fl. · ef ~. o,:2-i/~_.Li~v)/e_( -~-\ _l!'f k!r~- I~ Pu.jJ. ¥ __ ~ q_. ,s-J,· 14f, {frJD) it. ~ Yr /i, __ = 0:~7~ f::-f r : >. q:._15} -~'t~ __ .'. N~ 'A.furr. ;··:·.3/3 _wf:~~----~·3;~7: -~; ·;·f~Y~tj,:1_i ~ o. >7-~_~1>J ' .... --. ·--·:·----;---· ~ I ; -. .. -,. -6-'(M;lWJ.,,.... . ... • •I -~--~, • • • ·-••• ·-. r -·--- .. ~, ' " · --J,AC..fo 1l S/.,r,v ,g_ -~ 'O. J-. fj z, m, -T · -4-~-·1 f ......... _;,_ ··i;" .1. ... y~o--11$8-}:~-·. ·· ·--\· -----r·-·--r --·····- ·::·-_M_ ~-0 •.7 f; ?~,-~-~,,7 .r_1,J(!~?jir~?i0-·~·--;~;);l ~--· ~-~:u;o : ~: :·,:,.:z~fi:7----'~·:r~ ~J.~:~~~ -~::;J~ __ ~;·ft-~------, -0r. -0: 1,~1_(~z,)._ ____ ,. __ ~----··-~-----~=1..: __ ....... (;: .. : .. ___ , __ , ___________ _ I ~ v01~f! e. i -o 0,(. "J") ,!--:tz. nip ~ :t ljl.(1 XZ I-: '.) 5 2,.. + Wi, -~ l1fst ( <Z ') .. 1/2-r.JJ. l.J1, ~ ,b,~ir~rCtt')-: 17.' f'Jl.P. P "' I~ ps~ L: ZDrst ( 1.i -o.-,o( (is z.)) ~ I lP/'lb rsF ul : Ct/rl-,f,: w/ --/3 ()F M,:tc+I J>L j:l'f'( 'J'UIS"r: rz_:. ct..fi2'~ w/ A I,(, ~ f 01JJr toA-t>. -' r-___ ,_; ~--------------------------------- 1 .,Y tLx I ~ Loads: LC 2, p+L ___ P•·-----___ _ .--·-·--------- -----------------------l P$E ----------------------------l 2K8-170 Jt D+L : I (f<, 'lo?) ! May 22, 2008 at 11 :37 AM J1.r2d Company Designer PSE Job Number 2K8-170 J1 Checked By: __ Basic Load Cases ~----. ~ ______ BLC DescriQtion _________________ Categm:y ___ . __ X Gravity . Y Gravity ·r---Joint ___ ._ __ . Point Distributed L_ 1 -J _______ SEISMIC _______ ,____ None _ ------!--__________ 1 __ --------------l---_________ , _____ __, ______________ _ ! _2 __ ; ... __ SELF WEIGHT _____ ; __________ None _______ : _____________ _j__ __ -..,___1_--+i-----+------+--------1 i---~---1---__________ W ______ .. L None i I i 22 i.4., .. ______ _p ____________ L None i : 1 I f--5,.... ____________ D I None I I i 22 1 6 _ i _ L I . None I I l 22 !_ 7 __ ; _______ M~CH UNITS -I None I i 6 _____ J Joint Boundary Conditions •....... , . . _ Joint Label ______ ------,--____ X [k/inL ___ ________ ____ Y [Mn]_ ___ ---, ____ Rotationlli-ft/rad) ___________ _F..QQ!ing ______ ... 1 1 : N47 ! . · ! ---1. >< ·--·-·-----· ••• --···H-••• •• ··~-----•--'• --·--·· ••·--1 ,--•. -----·•••• -----···-·-·--·-··---••• ---1•• ---------·-· •••• 2 , N48 I . .3-.. ~_: ___ ... . N23 R t· R t· I . _ __ _. ____ --:-_______ eac 10n ______ 1 ---~e~a~c~1~on~------------------< 4 ; N24 , ----------+--------------·-----_,__,· --------+----------1 ,--~--r··_---------~~~------------F----------_ ! -----+-----------------------l ~---7 -+-________ N30 ________ ____,..'---------,f----------+-!----==-----------__ --___ 1 ~-8 L. __ ___ _ N32 ____ ----+'---------------+---------1----_ [._ 9 L--------N34 -------·-· L .. _ -··· --! -----------_ i 10 i N36 I L .. 11-! --N38 ~:----------1---------+---------I------···--___ j i 12 i N40 I 1 L13...l N42 --·-----~'-------+--------+--------f--------·· __ I I__ ~ciJ _________ ~:: __________ .. J .... _____________________ : 0 _ Reaction_------+-----------------_____ ; _ -~=~-~1 , 16 _ : N26A i -i ---. -------- [_ 17 _; ___________ N27 ____________ _; ____________________ : ______ --------------+-----------------· ________ _ i. l8_ .. !------------N28A _______ ~--------+-i ---------1--------1----------1 : 19 ; N29 1 1 20 : --N30A ----+:-- i. 21 __ i_ .... _. _______ N31 ________ l ______________ 1---- I 22 1 . N32A. . _ i ---+------------,. I l. 23 ... L _______ __ N33 ! ----~------~------~----------------/ Joint Coordinates and Temperatures _ ___ Label . _____________________________ X [fl.L _________ Y [ft) Tern F [" 1 ~J----~~-· __ : ···_ -~ . . . .. N3 .. _______ ... ____ .. . ! ___ . _________ 5 ___________ ..[_ ________ 0 _____ _ __ 0 2 L N5 7.948 I O 0 i 3 ' .. l!Z __ __ . . , . _ l L94ll ... _ .... ______ _ .. _p ____ . _ _ _ J____ _Q :~4_-~_; ___________ ---N~~-----------------------j-15.948 .j o f o __ .5 ... J.. _ ----------________ J_ _____ 19.~948 -------,-----0 ___________________ 0--_ .J 6 ; N13 23.948 ' 0 ' 0 7 : . N15 2-Z.948 0 _ 0 o __________ 1. 8 i ____________ _ _____ N 17 31. 948 0 _9 ____ f_ ________________ N19 35.948 0 0 ' ! 10 l N21 38.896 O O j_11 .. -! ..... ___________ . ________ N23 ____ 0.166667 2.375 0 ~-12 __ L______________ __ N24 3.052 2.375 0 ~_n_-+-------------_____ N26 ______________________ . 5.948 2.375 0 /_ 14_ ; __________ N28 ___ ..... ___________ : ________ 9.948 __________ ,___ 2.375 ____ --1-----______ O ________ ; L 1 !? i N~Q 13.,94e ~-37S · o 1 16 i N32 ; 17.948 : 2.375 0 RISA-2D Version 8.0.3 [Z:\2008\2Ke-170\RISA\J1,r2d] Page 1 PRIMEJob: 2.pt-r10 i;;•PilC""1UR~I Date: §-oY \,, f ,\v .\/\..,. A Company Designer PSE Job Numt:>er 2K8-170 ENGINEERS sht: V7 J1 Checked By: Joint Coordinates and Temperatures (Continued)_ Label X fftl [.19 l __ N~3~8_· ------·-=-1-=--=--=--=--=-2:9~.~g·=-4~8-=-. -:=_-:=_-:=_-:=_:-:=_-:=_-:=_-:=_-=-:::-:=_-:=_-:=_-:=_:~-=--=--=--=--=- : 20 i N40 ------~3=3_,_,,.9C-'4=8~·---+---~~'-----+------' i ?L; .. ··-...... JH.i ___ ·-··--·····---'·····-·-··--··37.948 ___ . : 22 . _N44 40.833 --+---~~~- y (ft] Tem12.(F] 2.375 0 2.375 0 2.375 0 2.375 0 l . i.~. '. . . . .N4§_ . . . ... . ... 43-. 7.if36..6§ .. .Z.c3.7q .0 :.,24. ~ . . .... ·--··-.N-47 ·-·-· .... Q ..... -··· ···-·-. _ ._2.375 Q , . 25. .J'l4l3 .. _ , ·-... 43.896 .. . -2.37§_ 9 __ i 26 N26A 7 948 2 375 0 ' 1 '4-1 ., .. -·· ····--··-_N27 ____ ·--·--·---·-~--· ... __ __,1_,_1=.9_,_48"'"---+----=-'-' i 28 · N28A i 15.948 2.375 I 0 ------·· ........ ·-j 2.375 0 I i 29., N29 ----+1 __ ~1~9-=9_,_48~--+---~~---+----~'----i 30 '. N30A I 23.948 2.375 0 l 2.375 0 -··--···I [.jf i ..... -.--. ·-··--· N31 ______ ~----1-! ----=2'"-7,.,,.9c..c4.:<..8 __ -+-----==-'-"-----!------''---- i 32 , N32A 31.948 2.375 0 i 2.375 0 ' ~ .. 33_·-·-·---N33 i 35.948 2.375 0 I Joint Reactions (By Combination) LC r Joint Label·-·-... -·-. . ..... __ . ... _ . X [k]_ . . -·--·-···-·-Y [!sL ____ .. ____ ·-_ .... MZ f!s::f!L. ____ _ j-~ -+-···~ . i ··· -· ··-....... ·-. ~~~ l ·g ~:~;~~ g ! 3 i 2 I ___ Totals: I (j 11.9881 L -4 .. i ... 2_ .. .f -··--· -c~o=G=(=m-=-----1,--x-:-2~1~.8-89_6 _____ Y~:~2=_3~4~4---+---------1 . Load Combinations .. DescriQtion Sol...PDe .. SR ... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor r~.i.:~fE~~;~~~~f;;1 ..... J ._.1.r.11..1 ~ 1 ~ 1 tI ... .1 ... Lr_1~1.J ..... L.J .... , r__ -t~·~===-1 Member Distributed Loads (BLC 3 : WJ , ... _ ,· ... M!Lmber Label-·--· .•... Directio1L. Start Magnitudel!sLtt.,,,.~gnitude[k/ft.d... Start Location[ft.%1 . End Location[ft.%1 1 /_.L.~ ·-···--·_TCO ___ ·······-+·-· Y I -.24 , -.24 I O · 0 1 : 2 1 . TC1 1 Y -.24 -.24 0 0 i. ·~.--L ........ ___ TC2....... . l .. l._L __ .~.24 __ ·--·· ·.24 . __ _Q_ __ -t .Q _ ... ' i .. .4 -1------··--·TC3_.____ I y I -.24 -.24 0 0 j .5 ... j ........ _ jef.... i Y -.24 -.24 0 0 ··--- : 6 : TC5 , Y -.24 -.24 0 i 0 [·· 7 __ ; ... -· ·--___ TC6 ____ -+ Y -.24 . -.24 O : o tt+-m----r-~ =-1=~--!--T-·-~~-····-~ -··-._ .g --~~~··-··t--~:~~~·-1·~~-·-:~- i .. 11 1 •• • .I.C.1Q. _ .... _j···-· ... L... i ... :,2.4. ;. .:.24.. Q... _Q_ ' 12 ; TC11 Y -.24 1 -.24 ' 0 ' 0 ~.n-i---··· TC12 i . Y -.24 -.24 0 0 ~_j4__.)..__ TC13 Y -.24 -.24 0 0 , 15 , TC14 1 Y -.24 -.24 0 0 1-16--l·-~-~-----TC15 _ Y -.24 -.24 O O ·---- i..17 i ___ TC16·-·-·-·-__ Y -.24 -.24 0 0 ~..18 .. !. TC17 Y _ -.?4 -.24 0 ; O ... --·-- 1-.1.Q. .. i--TC18 Y . .,._24 -.24 0 1 0 o --·i· L 20.J. .. ·-·-· TCt9 .. ____ .. ____ y ···-·--·-·--.24 .... ___ -.24 _ _Q. __ __,__ __ ~-·- ! ~~ -!· -·-.. ··-· ig~~ ----~·---···· ~ ---, _ ----=:~! -=:~! g --··-·--~ ---7 RISA-2D Version 8.0.3 [Z:\2008\2K8-170\RISA\J1.r2d] Page2 Company Designer PSE Job Nt1mber 2K$-170 J1 Checked By: __ Member Distributed Loads (BLC 5: DJ . . -------_________ Member Label ___ --,··· Direction Start Magnitude(!slft ... End Magnitude[k/ft,d... Start Location[fi, %L_ End Locationif!, %1._ ~-.J.-~-TCO ! Y I -.112 T -.112 i ---~---___ ! __ -------g ------,: f---23----;_-TT-CC21 -------7i! _______ yy__ . -.112 ----------.112. ----0-'1 0 I··------,---------------------+-----'-·· -.112 -.112 · 4 ' TC3 1 . Y -.112 -.112 0 1 0 1 5 i TC4 . Y ~.112 -.112 0 0 ,,. -·-·· .... ·-···----·--·--·-.. ---1--~~---i---~~~-----~~-----~-----~---; 6 : TC5 : Y ----~--~1~12~------~-1~1=2 _ __, __ ~o __ ----,.... __ ~o~--i-_7_ __ f ________ TC6 ___________ f Y -.112 -.112 0 0 , 8 , TC7 . 1 . Y . -.112 -.112 0 0 ; 9. ,-_T_Q§..... .. _y_ _ .:,114. .. --.~,112 0 0 . 10 : TC9 Y _ -.112 -.112 0 0 , 15 1 TC14 i Y -.112 -.112 0 I O 1 r·16J--~:==-TC15_____ i Y -.112 -.112 0 0 . -· . -~ ! 17 i TC16 I Y -.112 -.112 0 0 i ! 18 TC17 ! Y -.112 -.112 0 0 I Member Distributed Loads (BLC 6 : L) Member Label Direction . .,fil.su1Magnitude[!s/...fi..,_..,_,1;.od Magnitude[!s!ft.d .... Start Location[fi..¾]_" __ Em:f_Locatio..nif!..%L. ; 1 · TCO : Y : -.136 i -.136 ' 0 . 0 .. ' -----y ---,_ ------.136 ----I --------.136 . ----------o ----·-1 ---• o -----_ _J FL! ::=--~~gi~-~~--, ~ _ ::~~ : 1~~ g g j ~--. 6 Q. ___ 11 ; -TTCC4S __ Y -.136 -.136 o o I I Y _ -.136 -.136 0 0 ! 7 _ _[ _______ TC6 ------e--Y --.136 -.136 0 _,0"--------1 ~ _ _§__J__ TC7 Y l -.136 -.136 0 0 ~-9--L--------TC8 Y .-'.136 -.136 0 0 10 , TC9 . Y ' -.136 -.136 0 0 U:L: _ ::=· _-_::1£:r~~---=-~~_-_j:~_:_·-__ :{-__ -·: __ ---L __ :---~~Bi~ --~-=·t--~-:----Jit---~~± ------g _ _ ~--] i..13 -: TC12 ~ Y __ __(______ -.136 ---I -.136 .. 0 , --0 ·-· ------L.14 _ _! __________ TC13 _________ · Y I -.1·35 . -.136 O l O ;.J~·r·---·---TC14 _________ !---Y _ -.136 --.136 0 0 1 16 . TC15 Y -.136 -.136 0 i 0 - ' 17 i TC16 Y -:136 -.136 0 0 18 i TC17 Y -.136 ,._136 0 0 19 1 TC18 Y -.136 -.136 0 --e------P"------1 ·2·0-! TC19 Y -.136 -.136 0 0 j 21 i______ TC20 j Y ~.136 :..136 0 O L.22 j___ _______ TC21 ____ j Y : ____ _I -:c.136 L. ___ -.136 ___________ O _____________ :__ _____ O ------ Joint Loads and· Enforced Displacements (BLC 4 : P) -. ; 1 '. . .. . .. Joint Label _ . _ _ . _ . ·,--___________ L,.12.M __ . __________ . __ Direction_ .. _ .. ___ Magnitude[l<,k-ft in.rad k*s112/ftl 7 ---N~~L -----·--···----_ l ________ J, ____________ l_ _____ ·-____ y -·-··---I_--·-· _____ -1 ···--------I Joint Loads and Enforced Displacements (BLC 7 : MECH UNITS) ,--. _. __________________ Joint·Label _l,,Q,M_ __ -,-__ ~D=ire=c=tio=n~--,--=M=ag..,_,n,.,,itu=de[.!s,k-ft in.ra(f k*s112/ftl __ L.._1 ___ j_ _ .~N=2~6~A~----~---~L~--~---~y---~-----~-~13~5,__ ___ _,i RISA-2D Version 8.0.3 [Z:\2008\2K8-170\R1$A\J1.r2d] Page 3 ., PRIMEJob: .1&!.:JJ:> ~TR! !t:iURAl Date: f .,.o'J V 1,,-.\J' . • ,_ ENGINEERS Sht: rl Company Designer PSE Job Number 2K8-170 J1 Checked By: Joint Loads and Enforced Displacements {BLC 7: MECH UNITS) (Continued) Joint Label L,!))','.1 Dirn91ion M1:!Qni\yde[~.!Htin,ril.9. k*.§~/ltl _ i 2 i N27 L Y -.135 i-t···i·: ~~~------------N~:: ___ .. ______ --.... _j ________________ t _________ J__ ____ ------'-~----'----------.... ::~~; .. ti .. _ ~---~~~~:~----------------+---------t I ~ ~:~; . . ··-_____ J I Member Section Forces (By Combination) . LC_ ... ______ Member Label ____________ Sec _____ . ____ Axial[k] Shearlli] ____ . _ .. Moment[l<-flL ... 1 i 1 . 4 ____ i __ ---------______ w.g__ ----------------------1--_J ...... L. .. -12.6083 _____ j_ _____ .. 0024 ... ---, ___ .. .. __ _Q____ -! ~---2·· : .. . I 2 ' -12.6077 j .QQ12 -.0017 j i 3 : .. . .l ... 3 ... , ...... :12,§Qll ___ ._ ----_Q -.0023 ... __ j ;--:--1-·----· L.. .. .. .. _-__ ----_--_·_· ___ ---_____ ·L { __ L_ __ ·:tii~~t_---_---_--,_'· _--_-_---_-~_,__,,:~=~=~4_,_2 _· --+---~-,_Q-"'~-1_7.._. ---1 .. I ! 6-----2 V1S · 1 ' 7306 -001 , 0 L J ....... __ ... L. __ --------------.0005 I .0004 1 I 8 i I Q j .QQQ5 ! ·-----!-· 2 .73 3 .7294 ' 9 ' · .0005 i .0004 1 t... __ I __ -----~----------------t-~--t---~-,=-,c-~---i---~~---;----~~~--< !_ 10_L.... I .. .001 L--_____ Q.. ___________ ) I 11 i 2 ! . W3 .0005 ________ , _____ 0 ___ .. ; !-· -·--! ·------:--•••• ---------~-------+-~----~~~ -----~~~ i 12 : I .0002 -.0002 i 4 .7288 5 .7282 1 5.3571 -2 5.3565 ~ 13 _I __________ L 0 1 -.0002 __J I 14 : I ___ 4 5.3553 -.0002 _1 _______ -.0002 I [15,l-------~--------------·-------------5 5.3547 -.0005 -i--0 ·---l, t 16 ; 2 ' . W4 1 -5.3622 .001 0 3 5.3559 [ 17 .:. ___ . _ 2. .. :-5.,~§36 ____ ,... . ____ ,QQO~ :,_QQQ4 : , 18 · .. ----... ----·· ----------------1 __ 3_ ·---·· -5.361 0 -.0006 [}fj_ :_: __ -_-_t-. --_ ... --_ -··-· --: t~~~: -~_~000000115 ____ ;_i -.. --~ago• --7 : 41 _;_. __ 2_ .... ___________ W5 : 1 4.7844 I j 1 22 , : 2 4.7838 .0005 -.0004 i j .. 23 _: ····-----i-----------------. 3 4.7832 0 -.0006 _____ _! ' 24 , ! 4 4.7826 -.0005 I -.0004 1 f25_~ ________ j____________ 5 4.782 -.001 0 _-----·-j 1 26 i 2 I W6 1 -4.0647 .001 I 0 1 ! 27 : , 2 -4.0641 .0005 -.0004 C28 : ______ ; -------------·-··--··---~ 3 . -4.0635 o -.0006 ; 29 ; I 4 -4.0629 -.0005 j -.0004 130· ' . . . .. --"--· -··---~.-.. -i 5 l -4.0623 ·-: -.001 . 0 ·-, /. ~~ --~ ----2 ··; .. ~ · ... -~ -~~--. -__ yjj_" -----------~~=F-~I----t----~mir··--i .o0o%1s----I -.Og~~ =~=J I 33; _____ _!____________________ 3. 3.2829 0 _j_ ____ _:-.0006 ______ _ l·-}t-+----------~---------------------· 4 3.2823 -.0005 -~---·-· -.0004 ______ _ ,------1-------_ +---5. 3.2817 -.001 i ____ O ______ _ : 36 1 2 1 W8 1 -2.6095 .001 0 ~-~z .. l _ -·-·----1 _ --------·------·-·· 2 -2.6089 .0005 -.0004 i 38 ' I 3 -2.6083 0 -.Q0Q6 . 1_39 :_ _______ r---------4 -2.6077 -.0005 -.0004 i 40 ' 5 -2.6071 -.001 0 , 41 : 2 ! ________________ W9 ___________________ 1 _1.8171 .001 0 1 42 : ' . ; 2 1.8165 .0005 -.0004 ,-!~---;-------: ··-····--------·· ·-----------~ ~ -+------~:~~~~ -.ogos-·----~------::~~~~ ---~!f+----~-·_ "f-------·. -----·--____ ~~~ -----------:·-· 1 ~ }.~tit . ... ~-gg11 I --------~ -----1 .4Z_J ___ . --+--·-! 2 -1.1551 .0005 i -.0004 I :_48 __ !._ ______ L_____________ I 3 I -1.1545 o ! -.0006 I RISA-2D Version 8.0.3 [Z:\2008\2K8-170\RISA\J1 .r2d] Page4 ,. Company Designer PSE Job Number 2K8-170 J1 Member Section Forces (By Combination) (Continued) PRHv1FJob: 'J4)'('!70 STRUCTURAL Date: s ~ oi ENGINEERS sht: 3 't, Checked By: __ -·· .. ·--0 __ LC_ .. ________ . Member Label Sec Axial k Shear k Momentlls:f!L. ! 49 ' : ___ I 4 -1.1539 -.0005 -.0004 ___ -=i ! --~~ + i. + ..... ·-·-.. _W1.1. ... _ ..... r-· t ! . -~4~~~3 ~ggr_. ___ ,---·-----·--g . ----·----.. -: , 52 I 2 , .4625 : .0005 : -.0004 . p~ .. . .: ... --......... ·-·------·--.. --.L _ .3 ____ .: _ .... _ . .4619 --...... ! ________ 0 ____ . _ _;_ ____ -.0006 _ ----: :--~! ·· . .. _ ··--·--.. _____________ .. __________ -----·~----l----~--------~!~~~. ____ ... --.--·----. -:~0o0~5-_ ........ ; _______ -.ogo4 __ --··: . 56 2 ... w1~ -. --1 · 1 i .5098 ! .001 , o , 1 §? , ·-........ --· ·--··----··--· --~-2 .5104 .0005 -.0004 : 58 · 3 .511 0 -.0006 ! i_ 51t , __ '._ ... _ .. ---·-·--------------~-4 .5116 -.0005 -.0004 1,,60 :... -·' ... -·-----·•-··--·---i 5 .5122 -.001 0 I l61 .. : .... 2 .... , ...... -----······W10___ .I 1 -1.204 .001 O ______ ._: . 62. , i 1 2 -1.2046 .0005 -.0004 I l 63 , j________ I 3 -1.2052 o -.0006 ~~4~-~--~ --.. ~--~~----··-·-----------+--4 ! -1.2058 -.0005 -.0004 r~~ ; .. 2· ··t· · .............. --·-·wg··· .. ------.................. ;.--·~ ---'--·-----11.tit: ·---· .. J..._ ....... ~gg} ·--· · .... -....... -g · -.. ~ : 67' .................. , ............. ' 2 '. . 1.8599 , .0005 .... _____ -.0004 I r-~~ ~· ------;-·-.... ------·--------· ,·· .. ·r-·-r·· .. ----.. ~ .. ~~ .. -..... -.... ·--y--·-.. ----~~~g~~-·---: ]1f -~ : 70 · 7 5 i 1.8617 -.001 0 .. __ _J i -7(\.:~-2_ --! -.... ------W8 . 1 °2.5463 .001 0 ' 72 : L 2 -2.5469 .0005 -.0004 I L73 .... -l. .. __ i 3 -2.5475 0 -.0006 4 ! 74 : i 4 I -2.5481 -.0005 -.0004 j ~~:·· 2 : W7 l ~ tt::: ~-gg11 g I L 77 ; 1 2 3.337 .0005 -.0004 I !J8 .... ___ -:-. ____ ....... ________ .. _ ---··--·-·-·· !---·3 __ / .... -. 3.3376 --~------· O ' -.0006 J : 79 ., , .... _ _ .. __ ..... __ .. j .. . 4 .... -;_ .. _ ·--3.3382 -----. _: ........ _ -.0005 ____ .. _._ ----.0004 ... __ ...... : : so·;··_ ........ ,...... --··---··· .. -----------J .... _fi _.c..._~---·-3.318.e__ 1 -.001 ' .o ·----J ;·-~~ ;· -2· .. ,. · W6. -··. . -.:-..... ~ .... ~--·--<::ga~--·-'--····-~5·---+--.Og04 ______ , 1.a3. ... ! 1 .... ---.. ·--·--·-·----.... ·---. 3 · 1 _ -4.016 o -.0006 1 .. 84 .' ............ L .. ___ 4 ' -4,0166 -.0005 -.0004 : .. 85 __ ., ... -----.. ·:·-· 5 -4.0172 -.001 0 ........... -.. 86 ; 2 , W5 1 4.8496 .001 0 1 87 : 1 2 4.8502 .0005 -.0004 ~ .88 L ............ L--.. ---·-3 4.8508 o -.0006 _89 ~ -·--·--L----4 4.8514 -.0005 -.0004 90 ; l 5 4.852 -.001 0 -~1-; ·4 -· ·· .V:14... ------!--· }· +-.. --:t~~:~ .. -·-----· -------~iio\----·--·:----......... ::og64 ___ ...... _: 93 : _ ...... ___ ...... .-... __ . i_ ..... ~ _ ;_ ___ ... -5.3258 ______ ...... __ 0 ... _ .. ., ___ .... ~-.0~0~0=6 __ tJ~.~i ·. -.. -j__ · .. ..--.. _ _ j-: j· ----~l~4 ........ _ ..... --~~~000~5 -· : . _ .-"0~01L.. ' ' 96 ; 2 ; W3 1 5.316 .0005 0 (.~.7 .. i ............ 1 .. ___ ----··-·--eo-.... ---·-.. 2 5.3.166 .0002 -.0002 i ~8 .. J _ .. _ +---.. ----------3 5.3172 0 -.0002 L .. filL+-----i 4 5.3178 -.0002 -.0002 1100 i i 5 5.3184 -.0005 0 ~ 'J01/. _ 2 _____ ~_ .......... _ .. _____ V1S 1 .. 7343 .001 0 02 1 I 2 .7337 .0005 -.0004 03·1· · ····r--· .. ·--·---................. -----·--------3 .7331 o -.0005 1()4 I --.. / ·---·-4 _ ........ 7325 .... _ ........... ___ -.0005____ -.0004 1·105.i___--.. ~ .. ---____ .. _ .. ·-·_-__ ........... _-·····--... -r· __ 5 ____ .. __D19_. I -.001_ 0 RISA-2D Version 8.0.3 [Z:\2008\2K8-1.70\RISA\J1.r2d]. Page 5 ;_ )_ Gc;,mpany Designer : PSE Job Number: 2K8-170 J1 Checked By: __ Member Section Forces (By Combination) (Continued) __________ ,LC_______ _ _______ Member Label_____ Sec Axial[!s,_l_~_~S=he=a~r.rk=,1~--~M-o~m~ent[!s:flL __ 7 I 106, 2 , W2 1 -12.5341 .0024 0 I I 107 i --+--2 -12.5347 .0012 -.0017 ____ I 1·108·1 ·---i -------· ---------------.3 -12.5353 o -.0023 1·109:·· -----! ------______ 4 -12.5359 -.0012 -.0017 t·f:19 ;· ---~t . ~----------_---------·--------,----5 __ -----12.5365 -.0024 0 i--1-1 l. .... ;?_ ' BC1 : 1 i -12.8378 .0161 ! 0 i i112, --1· ·-·-· ···--i 2 -12.8378 .0137 -.011 ;_ 1,1.3 . , 11_4: I 11_9_' 116 2 BC2 3 1 -1~:8.37~ . _ 1_ .. __ -12_._§_:rrn.. . .L. _ _ 1_ _5 __ ... :. ____ :-l~,ey_:E~. ___ .!_ __ 1 193721 - .0_113 -.0402 __ .0089 ___ . _-.QZ.76 -.... 0065 -,0~:}2 0065 0332 ·-1 I 117, . -2 i -19.3721 .0033 i -.0381 ~ ~ 118 : .:. ----------_ ·. + ____ 3 __ i_ -19.3721 0 -.0397 .. I I 119 : 4 i -19.3721 -.0033 ! -.0381 I-·---·· ---·' -------·-------· --------------i ·---i ; 120; I 5 -19.3721 -.0065 -.0332 !-----------------, -1 -24.1041 .0085 -.0332 -I , 121 ' 2 ' BC3 i 122 i. -------t-------------------2 -24.1041 .0053 -.0401 J 123 I : 3 -24.1041 .002 i -.0438 J [124_ ;__ .. _ ---~ ----------4 -24.1041 -.0013 -.0441 I I 125' ; ____ Q_ f-------24.1041 __ -.0045 -------J ________ -.0413 ,-----1----···---' ' .... ----·-. ·----------t , 126, 2 , _ BC4 1 -26.9539 .0072 I -.0413 i ! 127 _1 ___ . __ I I 2 -26.9539 .0039 -.0468 I ... L_ .. ---------------·---------(_1_4§,j .. i-.. ---.. . --·-_ . -· .. : .. ·--3 _______ : ______ -26.9539 ____ ; _______ .0007 -------------.0492 _ -------i , 129, .. .1. ••• -----... ------.. ___________ , _ 4 _ L -26.9539 : -.0026 -.0482 I r -o-i 5 i -26.9539 I -.0059 -.044 I I 130 j ' ! 131 , ' -BC5 ___ I 1. -27.9951 ! .0065 -.044 ! .4 ... : ... .. --------. ------·-i 1321 ! 2 -27.9951 ,----~0033 -.0489 7 _, j 133 j i-----------3 -27.9951 0 -.0505 ! 4 -27.9951 -.0033 -.0489 I j_134 ;-----_ ; ... ------------------------1 , 135 i , 5 -27.9951 -.0065 -.044 1136 ·: --2 -----i--... -------BC6 1 -26.8896 .0057 -.044 I i 137; I 2 -26.8896 .0025 -.0481 ! f" 138 -:-· -· -----------------·--------- -----1:----3 -26.8896 ·--~:~~~~ ----! -----~:~:~~ ------, 1----·-... ···---------------' ________ . _________ , !--·-4 __ I __ -26.8896 :.J3!t..: ------------: 140 : 5 -26.8896 -.0073 -.0408 f 1.41.: i.. J~CZ . ., .... J, _______ ; __ .. -24.0503 ....... , ......... 0047 ____ ,--·---,.0AQ§ ___ . H1~-;-· _-. ____________________ -_--------_-·----i-----1------1· -=~::~;~~ ---' ----:.~~~t =:g:~~ ______ ; ' 144 ' ; I 4 -----=24.0503 -.0051 -.0401 ; 14s ; __ ------~-____ ____ _ ______ 1 s -24.0503 -.0084 -.0334 i 146 i 2 ' BC8 1 -19.3135 .0064 -.0334 i.1.47 L..... 1 2 -19.3135 .0031 -.0381 1 j 14.8 L _______ L 3 -19 .. 3135 -.0002 -.0396 'J~---------~-----4 -19.3135 -.0034 -.037.7~---l 150 · i 5 . -19.3135 -.0067 -.0327 -~;;+-_-:_2_:-i.~---~-~~~:=~=-~ -----=~ _________ ; =g:;;~! i =:~g~~ ~:~~~~ -- :.1§~ i . ___ .... ·-----·-· _ ... L .. ~-----------:-12.7_584 / -.9111 -.0199 i 1M; .. _ --... ___ ;_, 4_ ___ L .. __ :-1.Z.].584 _: _________ :_.0135 J _____ -.,P108~-~ 155; : ... . . _ _ _ 11' .. __ 5 __ _j_ ..... -12.7584 _____ _j_ ______ -.0159 _____ --+-------O ___________ j :·1·56-, 2 TC0 1 1 _ I 0 : 0 r 0 I i-J~7.1.. r----_ __ ________________ a' ________ i ____ j1 __________ Q _ _:_____ 1 -.0105 I .0002 ___ J j j_5§_~_ _ __ L ___ .. _ . __ __ -·----·----·-----------~---------_Q_ .. _____ -._Q21 .!.Q_Q_Q-9___ __ I i-~~~ I·----·-+------·-----·----: · ~ -~~o~15 _ggf5 !__1_g.1 j: 2 ___ _L _______ .... .I.CJ_______ 1 11.3149 .4055 .0035 ______ ; l.16u _____ l__________ 2 11.3149 .2237 -.2234 _J RISA-2D Version 8:0.3 [Z:\2008\2K8-170\RISA\J1.r2d] Page 6 PR l!\~ E Job: 2:t%:-r7°' STRUCTURAL oate:..2."'~ ENGiNEERS s11t: 31,, ). Company Designer PSE Job Number 2K8-170 J1 Checked By: __ Member Section Forces (By Combination) (Continued) "_ __ _ J:9 . __ M!'lflll;l~r J,,~_l;>el . SeG . AxJgJ[k) . . ,,_ ..... _$J1~<!r[kl __ .. . _Moment[l<-ft]_ ___ __ '163 3 11314-9 . __ _,Q41~ ·---·----____ -0 ;}J92 n~~T ~--:~_---_-i -_-:----:-------:_·-=--~~-·-·:_ __ ----__ ---~+· --~ --+-· ---_--HI~~ __ -.31~8 ______ _t. ____ =:~~~; , 166, 2 : TC2 _ ; 1 ! 10.8523 .2406 I -.1173 j . .167.: ·-·-· -!----·----------i -2 1 10.8523 .0581 I -.2254 [_168_, ... •-·+--··-·. ·-···-•-•-•• •·--·-----I 3 10.8523 -.1244 -.2014 L.169.; .. _ _j_ _________ ··-------4 10.8523 -.3069 -.0453 l f70 I ; 5 10.8523 -.4894 .243 ; 171 ; 2 , TC3 1 1 16.2911 .3813 ___ / .243 ; 1i21 •• __ ,. ----... ---•• ----·-------··-----2 ! ··--· -16.2911 .2553 I .0839 ;1-n..t ..... L ··---··-··--~-------~-----L .... _1§,2~1_1 ____ .1292 --~-------.0123 ______ _ : 17 4 . . · 4 . . . _1.Q.£91J __________ L_. ··-.0032. ____ . : _______ -.0454 _______ . ; 17.:5 1. ·-. _ • • _ _ •• • • . • _ Q _ 1§_.l~J.1_ ··-----~ ----·· _-..,_1.22_8 ·-_, .... -c01.!;>5_ -·- ' 176 , 2 TC4 1 16.2911 . .2234 -.0155 rn.L __ ..... ,. . .. . . _____ . . .... . ~ ....... 16.2911 _ ..i. .. .. ~0!174. ·-· . . .-,0957 178~ ·-----~--·---·. --.... -· .. -------·--·---· : ______ 3 J6.29j 1 ' -.0286 -.1129 179 ! i ' 4 16.2911 -.1547 -.067 1aar-·---··· -------·-----·---:------~-------1 5 .. 16.2911 -.2801 .0418 181J .... 2 __ 7! ______ ···--···· TC5 ___ 1 1 21.9895 .2667 .0418 182 i --·----·'----·--·· ---2 21.9895 .1407 -.06 ~1-f--· · --t-------------------1 ~~ :~~~; ~-~~~~ =:~~:: i_ 18tt·--: . --·· --··-· ·---------5 21.9895 -.2375 .0126 186 I 2 i TC6 1 21.9895 .249 .0126 r 1 a1 1 _ -----~-___ _ _______________________ . _,_ . ___ f_ 1 21.9895 i .-1229 : -.0804 __ : r1filU _____ ----~-.. -·-·-· ··----___ ~-~---······21.9895 ----i--. ___ -.0031. ______ '-··-·---·--.1103 _______ 7 · . .1~.:. __ . _ :. 4. Z1 ,£1~9.5. : -.1292 -.0772 · 190J I 5 21.9895 -.2552 .0188 191.L_.2 _, _____ TC? __ 1 25.7842 .2577 .0188 192~---· _____ ..[. _____ ,.________________ 2 25.7842 .1316 -.0785 193 '. I 3 25.7842 .0056 -.1128 t~!f f _:~~~---~;-----·· _ .. ----·-·· -------·--·--·-: ~;:;~:~ =:1i~; ~ai~i '196 · 2 .. : TC8 1 25.7842 .2523 .0077 1 197: ; , . I 2 25.7842 .1262 -.0869 rm 1 _______ :. _ :~--------·-···----,--3 -25.7842 _.0002 -.1185 ·-½,5fr-..... ---;·----· ------------------------·r-:-~~:;~:~ ! =:~~~~ ~-gg;i _22 __ 00_21...i_: .2. .; . . . J.GQ .. _. _ ;_ . 1 ; 47.q97J? . _!_ _ .2.S09 ' .. Q073 ---·-·, ........ ...! .•• --·-· ····---·-,, ___ -----.. ---l---2 -~----·-27.6976 ' ___ .1249 _________ ----~-.,.,,_08=6•=6 _ ___,j 203 .! .. ·-____ J_ .. -· ·-· ____ ,. ______ ·-----·-·-·-·--. J _____ 3 ____ J 27.6976 -.0012 -+----.1176 ~ 204 i I ; 4 i 27.6976 -.1272 -.0855 _'?1)7 L.-----·+--·-------2 27.6976 .1326 -.0881 208--1.------1---·----·-·----·---3 27.6976 .0065 -.1229 ,209:. _______ J_ --·-·--------4 27.6976 -.1195 -.0947 210 l ! 5 . 27.6976 -.2456 -.0034 t 211 _; 2 .. !-·-·· ..... ______ TC11 ___ 1 27.6659 .2453 -.0034 ,_iJ_i_j_____ · -·-·----__ 2 21.6659 .1193 -.0945 i .. Z1~ J _ . _ '. . .. . . .,_ --·· _ --··-·----·· __1_ •• _:,L __ .l _ .27,§.65~L .. --·····--:,00_'2lL . 1 ····-.. ~,-1.2i? 1 21.4i _I ! 4; 27.6659 -.1328 -.0878---: ! ' . ·, I . I ' I I ~~-~ J-~ .. :2 ··-J·: ·--~~-·-:~=--~-: rc1f· =~=-: .. j_-~=-~~--: ~~----~--~;:~~~~ ·· ~--.:~1==-= ~ -_;;!! .. __ -~-~-· __ _ :~~~~ ---·----- 1211 i . ----_ _;_ ___ -· -·--·-··-··-· . -----; 2 i 27 .6659 .1283 i -.0856 1218.1------------1-_____ ___________ 3 21.6659 .0023 -.1182 t.?J.9-J ..... _ : __ --· ··-·-. _ _ ·------· 4 27.6659 -.1237 -.0879 RISA-2D Version 8.0.3 [Z:\2008\2K8-170\RISA\J1 .r2d] Page 7 f. ). Company Designer PSE Job Number 2K8-170 J1 Member Section Forces (By Combination) (Continued) PRlMEJob: .lft-11" STRUCTURAL D~te: .. ~-~.sa., ENGiNEERS Sht: -~~~- Checked By: __ LC Member Label ~~~ Axial(k] Shear(kl Momentrk-ftl i 220 :·-------T --·-----! 5 1 27.6659 I -.2498 I .0055 ~ ;_·:·_ ~. -:··----··:~-____ ~c~-3 _ _ _ _ _ ~ ; ~~:~~g '. :~~~~ ---! :.~~~~ : 2231 _ ... _: . · 3 _ .. L ...... _i_Q,_Qni ___ . _: ________ : .. 0038 i -.1168. '.-~24 ! -... -__ ' 4 _ I ____ 25.6912 __ ..... ____ -.1298 ____ ,I___ -.0834 _ ~-~~~ ! 2 ' .. TC14 -·---------:.. ~-___ , -.. ~~:~~~-~ ------·-----~J;ir------j :g~~~ : 45-L. _ .. L ·---.. -·-· -· --______ L .,.? ____ ,.~-·-·--· 25.6912 .1261 j -.0815 _____ j i 22~ .. L __ ----L .. _ . __ .. _ .. . _. • _ __ .... . _________ .,i __ --~--I 25. 6912 0 __ l__ _______ _:,_j_1_3_ _ __ _ _ _i , __ 229_j, .. ------i-_ --·--·· "" ........ _ --····------+-----_A__, i 25.6912 -.126 . ...:J2~Jq_ , 230: 1 5 I . 25.6912 -.252 .013 ti~f;_-~:-~~-~~--+~:-~=~~~~~-~~rc_1_~:~=----_ ____ : · 1 : ~t~gg: :~~~~ -_·g~g1 -- / 2331 ----+--i 3 i 21.9004 -.0029 -.1102 ~234L·--+------·------------·-------------1--4 I 21.9004 -.129 -.0112 i 235., ...... _ 1_ ..... ___ • . • _____ _ ________ _ _ _ . . 1_ s ____ L _21_.9004 ___ ~---'-.. ____ -.255 ___________ .0188 _________ _ 1236; 2 ; TC16 1 .21.9004 : .2436 : .0188 1 (~~-L--.. ----: ___ ........ -___ -_--_ --····--·------------L--.. }--~-----~I_:~gg: __ ---~--~~--_;,~1~~ ----·t·-----::g~_~i -~ l:Z.31L .... _, ___ ,f------------------------4 ·1· 21.9004 j -.1345 I -.0629 I i 240 , i . _ 5 i 21.9004 1 -.2606 I .0358 · 2411 2 . TC17 ' 1 1 16 189 2748 0358 I 242 !----·--i ! 2 16.189 .1487 -.07 243 ! / 3 I 16.189 .0227 -.1129 244 ! 4 16.189 -.1034 -.0927 245 I 5 16.189 -.2294 -.0095 -246 2 ! TC18 1 16.189 .128 -.0095 247 i 2 16.189 .0019 -.042 . 248_ j. . .. _ --~---_ --· _ ------.. _ ------. . .. _ 1 __ .• 3 ---.-----16.189 _____________ -.1241 -.0115 Ws~·!· .. ----1------------------·--------~----~ ----~-----·--~~:~~~ I ::~~~~ ~ :~~~; Lz.sj : . _2 ___ : __________ .rc19 _ _ _______ , ____ 1___ __ 1 __ 10.7873_--+---.4855 i .2387 1 -~§2 : _ _ __ 2_ _i. 1 Q,:rnz.3. __ . J. ... _ --~Q.~7 _ L -.0459 ____ _ ;.i5.3.. :__ _ _ ----_ --------------___ ., ____ , ______ ~---_: ____ jJ).78.rr_, _ -i------· 12:19 -----· _ ;__ ___ -.1994 ______ , _, ! 254 i 4 10.7873 i -.0599 1 -.2218 i L2_Qg__;. __ ________________ 5 10.7873 -.2417 _ -.113 ___________ 1 j_2q§ i ... 2 ---···---TC20 1 11.2506 1 .3249 -.113 ~257_ !_ . --=1--2 11.2506 .1423 -.2822 1is8J_ ·---j+-------------3 11.2506 -.0402 -.3192 i ~9 !-----i 4 11.2506 -.2228 -.2239 I 260 , 5 11.2506 -.4053 .0035 !I~1 : -2 --L ____________ -TC21_ ----------. ----,----~---~----_g -·-:g; ~ ~ -~~~5 [.2-Q~ 1 .,... .3.. I O _.Q.,21 .. 0009 i 264, 4 0 1 .0105 .0002 l j~~-.! -_ . 2 .. --' ___ :::: ~~~~:~~.-sr-~~==~------f--~ --+-----.4g63 ·--g -g · ____ _; :.29..L _ ... L ___ ---------··---·---·--·---------2 I .4369 0 --+----O ... ----·-- j 268 _;____ i 3 .4375 0 0 _269 '------···+--------4 .4381 0 0 270i 1 5 .4387 0 0 271~--2 I V 1 .5765 0 0 212_, _________ j________________________ 2 .5771 0 0 _27~-------+----3' .5777 0 0 274. . 4 .5783 0 0 ; __ ;rn:?; ... ..[. -~. ·--/----_g _____ l , .......... 5789 _______ 1, _____ .... .Q i _O __________ ] ! 212.l 2 i v .. , 1 t ,see.a .J o l o ! RISA-2D Version 8.0.3 [Z:\2008\2K8-170\RISA\J1.r2d] Page 8 Company Designer PSE Job Number 2!<8-170 J1 Checked By: Member Section Forces (By Combination) (Continued) r.-·--·--·-LC. _ , --·-· Member Label Sec Axialfkl She 0 ar[kj ii Mome 0 ntlli=fll_-, 1 277 1-, 2 I .5894 1 i 21a.1.-. ....... .l _ ·----· -··-···. --··-·---·-----3 I ·--·--.59. 0 I ·--· o_. --·--· I fl 279 [ ··-. __ .:_. ______ --· ---· 4 .5906 0 i O I , 280 i ' 5 i .5912 o I o I /:~~d-!-··2-·· ·t ·----·~--~--v_.~:· -~·=:·::. ···-· -+·· --~ ~.~.--.L~~-.:··:;~d;-··-·j_·----~·--~ g -------··· r·· --··--g · · -··-···-1 , 2§3" ' ;3 .513.1. . L.. 0 0 284. 4 .5137 0 0 , 285, ._. __ ;__ . Q... .,.5L4l. _ _ 0 Q .. !286'. 2 V 1 .5132 0 0 1 287; _ ····----· --···-·---·-2 1 .5138 o __ o .----·-1 ~-2..aa.l ........ -.. ; ... _ __ . .. . -----+· 3 .5144 0 0 I f 289 ~--·-. _ L. ____ -------··----··-· 4 .515 0 : 0 1 I 290 i ' . 5 .5156 0 i O ! l 291 ; 2 : V. 1 .508 0 i O i i.292 ~--____ J________ _ _____ 2 .5086 o I Q I ' 293 , ___ I 3 .5092 ' 0 ---+--0 : 294; r I 4 .so9s 1 ·-g ···----g ·----I 295j __ ··-·-··-~· ---------------+-5 .5104 !.2Jl6_, . .4. :.. . . . . . _ _y_ ··-·--··------i 1 ·-!----· .4986 1291; __ .. -... ;._ ...... ·-·--· _ ----·-·---·-----·-+-·--2 ·--,-------.4992 · -o··-·-.,__ o .. : I 298 i ' ; 3 . .4998 0 . 0 1299l,. __ . __ i ---·-·······--· ·-·------·····-..! ..... .4 ... -!-·-··-····5004. : ... ..Q. i --~0 __ ----1 ' 300 i • r 5 ! .501 I O / 0 l30(L 2 i V 1 1 .3574 l O i 0 1 3021 _ ....... ! ..... ____ . ···-····-······---·-·--····---·-2 ..... L __ ... 358_ I ··--0 ...... -_ ..... L. _O -·-··-···! f~g~t······--··r-····--··-·---·----·---~ 1 :;;~~ g l g : :. 305 !_ ...... .:.._ ... ·-·-······ _ -··· -··· 5 I :3598 0 ___ , ____ ··---· o .. _ .. ____ , RISA-20 Version 8.0.3 [Z:\2008\2K8-170\RISA\J1.r2d] Page 9 ·--·--------------------------------------- ,v ~ r·r l2..l.. .... X : Loads:·tc 2, D+L Results·ror LC 2, O+L 1---------·-. iPSE ; -- j 2K8-170 I ____________ 1 -------------! I <. Vl,fo Jc. t ~6f" f.,uf, {01-'.JZ, Pt.r lf'lo. ·-·· --···· ----------~------------------------------< l MaL~2,3oos at B:46 !2_M. J ! J2.r2d J2 D+L Company : .,. Designer : PSE Job-Number: 2K8-170 J2 Checked By: Basic Load Cases _ BLC .Description .. __ -· ... _ Category -~=X _Gravity . Y ..fufil:i!y . ___ Joint __ . ___ Point __ Distributed ~-·-L .. ;_. . 2 ; SEISMIC _.,_,N=o,_,_ne"'-----+-1 -----J-----1-SELF WEIGHY ·---i --·----None -1 ' ---i i _3 . .. .. ._W ···-___ ····-· 1 ··----"'N=o,_,_ne"'----~-+------+------+- l 4 : P ' None j 22 r 1 ' I I ~-5 .· _ ---· D ! None i 6 ·L : None 22 22 I L. I .. .. .MECH UNITS .. _____ .... : __ _,_.N=on,.,_,e"-------''--------'-------'-----'--~'--------'----1 ' ' ____ , Joint Boundary Conditions ~--1 ' . ; 2 ' . Jglot !esl!2el. __ .. N.41. N48 _X [k/in]._ __ ·--·--·· _____ Y [11.in] _______ ····--Rotation[k-ft/rad] Footing ______ _ .. _:_. ___ Reaction 1 _ _.,_R=e=ac-=t=io~n--+--------+----····---..... 1 . , I Reaction _ Joint Coordinates and Temperatures 11 --~--·-·-· -·--··---· ' 2 ! Label X ft Y ft TemQ..[E_,___~ N3 5 o o NS 7.9584 O O N7 11.9584 0 O N9 15.9584 0 0 / 7 __ J __ -···-·-·-·-N1~-----·-··--·-27.9584 ___________ 0 .. ; ____________ .. 0 --·----·---: ; 8 ; N17 31.9584 0 : 0 l-~_J____ N19_____ 35.9584 0 0 i 10 N21 38.9064 O O 1 11 -----·------N23 0.166667 2.375 ---0 ·------- ! 12 N24 3.0624 2.375 0 ~_JJ_--1-___ ·---N26 5.9584 2.375 0 , 14 i N28 9.9584 2.375 O [ 15 ! _ ·--·-·-·-·----·_N30_ 13.9584 2.375 o , 16 N32 17.9584 2.375 0 i_17.i __ ·-···-----·---·· N34 ·-·--·-21.9584 2.375 .O 18 , N36 25.9584 2.375 0 J... j_~ _; . . .. . ... ··-N38 ..... _ ... . . . ... -· _ -· -·-29.9584 _____ ·---~--··-· 2.375 ___ . __ _ ___ ---·--·--.. 0 .... _ _ ·-. ; 20 i N40 i 33.9584 2.375 0 I ' 21 .. ·---N42 ' ·---·37.9584 -··-·· 2.375 ····-_Q_·· i'-22 .. . --N44 ........ -·---... -1-. 40.8534 2.375 0 i ·---·· -r 23 · N46 1 43.750066 2.375 0 i 24 1 N47 -·----·--·---·· 0 2.375 ----"o'--------i 25 , N48 ---+----4,.,,3=.9"--'1""'6-'--'-4---+------"2,_,_,.3=7_,,5,___ __ +-----=0 ______ ._i : 26 i N26A ---·-----7.9584 2.375 O I 27 i N27 11.9584 2.375 o ~-2s -: ... ·--..... _ ·--·· N28A~ 15.9584. 2.375 o !--2-~..i ___ . --------·-N29 19.9584 2.375 0 l 30 : N30A 23.9584 2.375 ! 0 : ! ~}-·~-·--·-.. -··--~tK-·-···-·--·--·-·---~-·-··-~~:~~::--~:~;~ --·---,. ·--·-·-·-t········ ----I : . ..33 _1 ......... _ ----·-····N33 ·-·------····--_ ...... L._~__,,3,=5=.9=5=-84_,__ _ ___,_ __ __,2= . .,,_37:...:,5~--..L.' ___ ._,0~--' Joint Reactions (By Combination) _ . -·,-· _ LC ___ .. __________ ..•. Joint Label X [kj Y [kj MZ [k-ftj L-1 __ _L ___ 2 ___ __! _ _ ___ N,_,_4..,..,7,.__ ____ __,_I ~· ----=-0 -s-· __ __,_ __ _,,5"-".8'--'-1_,_13"'-----'----._,,_O ______ ._j RISA-2D Version iw:3 [Z:'12008\2K8--170\RISA\J2.r2d] Page 1 Company : Des;gner : PSE Job Number : 2K8-170 I i; J2 Checked By: Joint Reactions (By Combination) (Contini.Jed) LC Joint Label Xlkl Y[k] MZ[!s::fll i2--I .. , N48 0 6.0116 ! 0 : 2 I I 3 ' 2 Totals: 0 11.8229 I I I i -~ 4 2 -1---------· -COG fft): X: 22.3303 Y: 2.3435 I Load Combinations Member Distributed Loads (BLC 3 : W) ___ ... ___ _ .. Member Label ·-·-·-.... Direction . __ 1S!ai:LMfillnitude[~,d .. End Magnitude[k/ft,{l,..1 •• Start.Location[ft, %] _ End Location[fl.~L i_._L_~·-· .. ______ TCO. __ . _____ ·--L -··-·--'L---··-+-----·---::24 -·---·-:-·-··----.24 I O ___ _,_i ___ O~----< : 2. I . . TC1 : Y . -.24 . -.24 1 0 0 j 3 . ' . TC2 Y -.24 -.24 0 0 . ·---,;._ ----··---··-·-· -·---. .... -o I I 4 TC3 y -.24 -.24 ! 0 : 5 TC4 . -'--· -·· y --.24 : -.24 I 0 I Q : I .... _,_J __ I ---·-·-'-----·---I ---res·· --,._24 ' 6 ' I y -.24 0 . 0 ' 7 TC6 y -.24 -.24 0 I 0 ' ' ' I I ! ! 8 : TC7 j y -.24 -.24 0 0 ' ~ 9 I TC8 I y -.24 -.24 0 0 ·-·i I 10 i TC9 i y -.24 -.24 0 0 I 11 ' ' -.24 -.24 0 ............ 0 .. ___ .. _ . ' 1-I ...... ig~~ .. ___ ..... -~------~ : -! 12 _j -.. 24. I -.24 0 0 I 13 I TC12 I y -.24 I -.24 0 0 !----, ·--....... ___ .... _ --'-·-' -· ! 14 ; TC13 ' y -.24 i -.24 0 ; 0 ' ' ' ' 1 15 . TC14. -·· ..... ' ............... Y .. --...... -1---·-·· .. -.24_. -----···1-----~·2=-,4 __ . O -=-0 __ l 16 : TC15 Y -.24 I -.24 r-· 0 ! 0 ] .,,· .:1.7._ '." __ J_C1 ... 6 .............. __ Y . 24 ' 24 ' O O ' '. 18 : TC17 . -y·--·--1-.. ·-·--=:24_ .. ·-.. -···-j·-.. · .. --=:24 .. ----.. --····--··--o----:---·--5--·····--i iL 19 ! ..... -, ....... TC18 -·-.. ·-J. ... Y i -.24 -.24 0 0 i i 20 i. -TC19 i Y -.24 -.24 0 o· ---·7 1·1-}-·i ............. Jg~~-·-·---.. i .. ----~'-----!-:---==:~'-'-:~-. ----+---==:~'-'!---!--g : g ___ .. / _Member Distributed Loads (BLC 5: D) ___ ·-·,-··---_ _Member Label ··--Direction. __ ... Start Magnitude(!.</ftJ!,..,End Magnitude[k/ft,d ... r.Start Location[ft.%L,. End Location[f1,~-- ~-}-J-....... ---{%~----··--.. ~. -·-·-~~---! =:~.g 1-=:~~~ -·~ g I ------§--------j ; 3 1 TC2 ; Y -t~-··---·-1-·--112 0 O~--... ' I 4 i TC3 I. Y . -.112 i -.112 0 ' 0 ! ... .7 .. J .. _ ..... -.. TC6 __ .. --·· i ___ y -.112 -.112 O 0 I 8 TC7 : Y -.112 -.112 O O ~-9 ... i ___ . ____ TC8 i Y -.112 -.112 0 --=0--·-·/ 1 10 i TC9 1 Y -:.112 -c.112 0 0 1 1 ... 11 .i. .. -·---_TC10 i Y -.112 -.112 0 0 1 .12 ; TC11 , Y -.1t2 : -.112 0 , 0 [ 13 ... ~ ..... TC12 I Y -.112 -.112 O ~O __ __, : 14 :. TC13 : Y -.112 ! -.112 0 0 1 15 [ TC14 I Y -.112 I -.112 0 i 0 l ·16·-:·· ... ···---TC15_, ___ .. ,-.. -·.. Y .. -'-.1'12_ .. ___ t -.112 0 : 0 :_ H .. . .. _TC16_. __ ··-·----1-.. --··--·Y .. _ .......... _____ :_._112 i -.112 .. 0 1 _0~--' , 18 ; TC17 1 Y -.112. I -.112 0 0 RISA-20 Version 8:0.3 [Z:\2008\2K8-170\RISA \J2 .r2d] Page2 Company : Designer : PSE Job I\Jumber: 2K8-170 J2 p R ! fv'i t: JOO: .1:t:f.:iJt> QTRU'f"T110A1 '"'~-t . s~o~ v \ \/ vn ,. Ua e. __ ENGINEERS Sht: 31 . Checked By: Member Distributed Loads (BLC 5 : D) (Continued) Member Label Direction Start Magnitude[!s!f1,d .. End Maanitudefk/ft d ... Start Locationfft %1 End Location[ft,.%]_ ! 19 TC18 i y ! ________ -.112 -.112 0 0 ! I I I ··-----------------+----··--0 -.. ----1 I 20 i TC19 1 y -.112 -.112 0 I 21 1 TC20 i y -.112 -.112 0 . 0 ----------. ' 1----1-----------· --------------~---·1 i 22 : · _ TC21 i y -.112 -.112 0 0 Member Distributed Loads (BLC 6: L) .. MernJ;>.!:lf La_t;g~I JCQ - Direction. _ $!art M;;igDillJ.Q.~[Mt,_d~·cl;.od.M<J.9DitUQ§[k/f.tJ!~----Sta(t_l.,,QQ5\YJJD[ft.%). _ End Location[ft.%]_ Y.. __ .... :,1JG -.19-6 .... _ _ _ Q__ __ -~ .. ___ Q_ : .. :t. ' : 2 TC1 , ! ! fg~ --: --f------: ---J~~ -----+----<:~~~ ------1--------g -------.l------~ ----I Y -136 -136 0 0 ----] 5 TC4 . ____________ , _________ Y -----~--_-____,__.1_,___,,3=6'----_+; __ -__,__ . ..,___,13""'6'-------1------"'0 ___ --+----"'0'---------J' 1 6 TC5 ' Y -.136 I -.136 0 0 I 7 t TC6 1 Y -.136 i -.136 0 0 ' r--8 -i --------TC? ___ --;---y--'-----+---_--'--_ 1_,___,,3=6'---------+----__ '----'-1-"'-35><----+------"'-0----+----O ------1 I 9 I TC8 I Y -.:136 -.136 0 0 i I 10 ' --TC9 ; Y i -.136 -.136 0 1 0 I [ __ 1.1_J __________ TQ1Q ________ L Y ! -.136 -.136 0 0 i : 12 . TC11 _ i Y ' -.136 -.136 0 0 I 1 __ 13 .. _~-----·--· __ tc12 ___ .... _L ___ .. ___ Y _______ ~.136 __ i -.136 ! o o , 1 14 1 TC13 1 Y :-.136 i -.136 ! 0 ! O I :--~~--· -·tg}i .. -----r : -----::~~~ ------:--------::~-'----"~=~------g-------:--·-g-------1 j _i!t_J _____ ~--TC18 Y -.136 -.136 0 0 1 1 20 ; TC19 Y .-.136 -.136 0 0 I !. 21.j ... ____ TC20 ___ _,_ Y ~.136 -.136 0 0 ! · 22 , TC21 r Y -.136. -.136 0 0 I Joint Loads and Enforced Displacements (BLC 4 : P) Joint Label _____ . _______________ L,D,M __ .. . _Direction _______ ._ Mag_nitude(ls,)<-ft_!rl,rad k*s"2/fl)_. [_ __ _1 __ ·-. ___ N34 __________ __,_ ______ L ___ __.__ Y -1 ___ ' Joint Loads and Enforced Displacements (BLC 7_: MECH UNITS) Joint Label N38 Member Section Forces LD,M L Direction y Magnitude[k.k-ft in.rad k*s"2/ft] -, -.55 I . .k-.G Member Label .... . .. __ __Se_g_ -~--------~xial[!sL ---r-· Shear[k}_ , Momentl!s:flL_, l· .~ · __ --2-----YJ2 ---........ -t ~ --i--·-----,,-11:.o0i234 ----~--------:gg~i -------~-----------.0~1i ____ ---j ~--~ i -.... i.. 3 i -13.0918 ! 0 -.0023 1· . 4 , i ----4 ,-------13.0912 t-----.0012 -.0017 ---- i---~--i .... 2 .. 1 __ ... __ ------·v 18 ________________ . _____ 5.__ __ -13 0905 ____ · _ -~~ 0 o 0 ~4 i ----g--------· 1 .1 .1.3962 l 7 I .... l. -.0005 .0004 I a i i -----~~------t--~--1----'-c-~'-::-----+---=-o="---·---1---.=o=oo-'<-5-'--------· 2 1.3956 3 1.395 !. .. _9 __ l---__ _: __ t-----------------------j---':::---t----:-'-=-=-::-=------t---''-"-:00=0=5'----+----'--"'0'-"'0=04..,___ _ __, l 10 i ; .001 0 4 1.3944 5 1.3938 i_-11 _/ _ 2 .. --~ ____ -------~W~3~-----1---~-+--~=~--+-----'-''0=0=-0=-5--+----=o-l 12 i I .0002 -.0002 ' 1 5.0387 2 5.0381 I .3 J. -5_;0~75. -.. . .... f 4 : 5.0369 l 13 , 0 I _ .. -.0002 ; f,i" ; -: -.0002 , -.0002 RISA-2D Version 8.0.3 [Z:\2008\2K8-170\RISA\J2.r2d] Page 3 Company : '-' De&igner : PSE Job I\Jumber : 2K8-170 J2 Checked By: __ Member Section Forces (Continued) . ··-·-·--LC····---·--·-·-·-·Member Label _______ ... __ Sec_.. Axial[!s} ___ . ~---Shear[!sL ·--·· .. MomentUs.:flL. ___ _ l.1g__~_ i 5 5.0363 -.0005 0 i 16 ; 2 ! W4 1 . -5.1538 .001 0 I 17 : l ______ 2 -5.1532 .0005 -.0004 r-1a-l ... --~-·-i-···---3. . -5.1526 0 -.0006 1 21 1 2 : W5 . 1 ·-----·-4.6229 ___ . ·--· _ ····--··-·001 ·-···· .. Q_ .... !·22··:··----····:·-----·----·---··-----·---··-···1 2 4.6223 .0005 -.0004 L.2~._;_ ......... _.j_ ................. ···-..... -·-·--·J ..... _3 .... L.-... 4.6217. -·-· Q -.QQ0§ .. . i 24 : ' 4 : 4.6211 -.0005 -.0004 !··~·:· 2 ··--···--·w6···· ····· :--·--~ ·· .! .. ---·-i.~~~~ ; ---·----~-gg11 ·--·---·-g ·· ·-----1 l.27._;_··········'···· ···-··----·------····----···-1-2 , -39259 1 0005 . -0004 i , 28 , , I 3 -3.9253 ···-7·---0 ! -.0006 ., i 29 i i 4 I -3.9247 i -.0005 ! -.0004 30 I i . 5 -3.9241 -.001 0 ~._t __ ,.L. __ f.-. W7 1 t~1g~ .001 0 32 : i 2 .0005 -.0004 i 33 ~ .... ·-···· _ _L·--·-··---···-·-·-3 ! . 3.2491 i 0 -.0006 ; 34 ; l . 4 3.2485 -.0005 -.0004 ' 35 ' 5 3.2479 i -.001 I 0 I 36 ! ·2--+-----··--W8 . 1 -2.5866 .001 0 ! I I I I I ' ~~+-· -··7~---. ·-~------· ···-··----··· +--~}--t-----· -2~~~~-·· 1 -._O~Q5 : ... ~~g§~-.... ···1 I··!~ J · .. ·-·-·Y.-····-··-·-·----·····--···· .... ··-·------······· i·······:·-·-· _____ =~:~;!~ ... _ ·'---·-·· -~~0o0o15_ i _-.ogo4 _____ _ l 41. I .. i ., . --·· -·--VVJl..._ ____ 1 1.9029 .001 o : 42 1 ; 2 1.9023 .0005 -.0004 l .. 43_J_ ··-·-···· I ____ 3 1.9017 o -.0006 i 44 i i 4 1.9011 -.0005 I -.0004 . L.,1JL! _ ··--·l-5 1.9005 -.001 ! .. o -··-··-·· .. ' 46 : 2 · W10 . 1 -1.2454 .001 0 ! .. 47 .. :. -··. __ . 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Conterminous 48 States 2005 ASCE 7 Standard Latitude= 33.132558 Longitude= -117 .284267 Spectral Response Accelerations Ss and S 1 Ss and S 1 = Mapped Spectral Acceleration Values Site Class B -Fa= 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec)· (g) 0 .2 1.167 (Ss, Site Class B) 1.0 0.442 (Sl, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude= 33.132558 Longitude= -117 .284267 Spectral Response Accelerations SMs and SMl SMs = FaSs and SMl = FvSl Site Class D -Fa= 1.033 ,Fv = 1.558 Period Sa (sec) (g) 0,2 1.206 (SMs, Site Class D) 1.0 0.688 (SMl, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude= 33.132558 Longitude = -117.284267 SDs = 2/3 x SMs and SD 1 = 2/3 x SMl Site Class D -Fa= 1.033 ,Fv = 1.558 Period Sa (sec) (g) 0.2 0.804 (SDs, Site Class D) 1.0 0.459 (SDI, Site Class D) .l. 0s0b3T INT. ROLL UP DOOR (BU (slpl2v1s0b4148TBEAM ANALYSIS PROGRAM (slp9vls0b4148T SPAN LENGTH = 14.00 ft (Simple Span) UNIFORM LOADS (k/ft & ft) wd wl Xl X2 0 .007. 0.000 0.00 14.00 POINT LOADS (k & ft) E'd Pl X 0.300 0.000 10.25 REACTIONS (k) LOAD LEFT Dead 0._129 Live O.QOO Total 0.129 MAXIMUM FORCES V max = Vd max= M max Md max= DEFLECTIONS LOAD Total Live Dead TOTAL Defl L / 180 L F 240 L / 360 0.269 k @ 0.269 k @ 6.958 kft @ 0.958 kft @ (EI = kin"2) Defl (in) 27838/EI 0/EI 27586/EI EI 29827 39769 59654 RIGHT 0.269 0.000 0.269 14.00 ft 14.00 ft 10.25 ft 10.25 ft X (ft) 7. 62 0.00 I!lidspan (6.43) (8U (sOplO.OOhJ Anchor Calculations Anchor Designer for ACI 318 (Version 3.0) Job Name: Callaway Golf HQ 1) Input Date/Time: 5/27/2008 1:31:00 PM calculation Type : Analysis Anchor : 1/2" strong-Bolt Built-up Grout Pads : Yes c1 C3 s1 '.b .1 b 3 100 in 100 in 4 in 1. 5 in 2.25 in c2 100 in C4 : 100 in b2 5. 75 in b4 2.25 in Number of Anchors · 2 Embedment Depth : 3 in concrete: Normal weight cracked concrete: Yes condition : B f I C : 2500 psi 'I' V : 1. 40 c, Thickness, h : 5 in ~FP : 1381.25 psi supplementary edge reinforcement: No Load factor source : ACI 318 section 9.2 Nua : 0 l b V uax 269 lb 0 lb'''ft Vuay : 0 lb Mux Muy : 0 l b1•ft Moderate/high seismic risk or intermediate/high design category I T ' ,. ... -... VUc.-y ( rt*uy .Jlli. 0 •Nua0 n t b3 __r-Yuax • 2 MJ l:>4 ux I b1 1 ..... ~ TWO ANCHORS •Ni.i.J IS POSITIVE FOR TENSION ANO NEGATIVE FOR COMPRES~ON From C-SAS-2008: ~, No Anchor Model= STB50 category= 1 hmin = 4.83 in cmin = 4 in Ductile= Yes 2) Tension Force on Each Individual Anchor Anchor #1: Anchor #2: Nual = 0 lb NuaZ = 0 lb e :Nx = 0 ~n e = 0 1n Ny . 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor: d0 = 0. 5 in hef = 2. 500 in cac = 8. 75 in s. =4in min Anchor #1: Vual = 134.50 lb, (Vualx = 134.50 lb, Vualy = 0 lb) Anchor #2: Vua2 = 134.50 lb, (Vua2x = 134.50 lb, Vua2y = 0 lb) e' = O lb vx e'vy=0in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = nAsefuta [Eq. D-3] Number of anchors acting in tension, n = 0 N5a = 13500 lb (for each individual anchor) [C-SAS-2008] <I>= 0.75 [D.4.4] <l>N5a = 10125 lb (for each individual anchor) 5) Concrete Breakout Strength of Anchor Group in Tension [Sec. D.5.2] Ncbg = ANJ ANco 'I' ec,t,/1' ed ,N 'I' c,N 'I' cp,NNb [Eq · D-5] Numb~r of influencing edges= 0 hef = 2. 5000 in ANco = 56. 25 i n2· [Eq. D-6] ANc = 86.25 in2 'I' ec,Nx = 1. 0000 [Eq. D-9] 'l'ec,Ny = 1. 0000 [Eq. D-9] 'I' N = 1.0000 (combination of x-axis & y-axis eccentricity factors.) ec, sma 11 est edge di stance, ca min = 100 in 'l'ed,N = 1.0000 [Eq. D-10-or' D-11] . Note: cratking shall be controlled per D,5.2.6 'l'c N = 1.0000 LSec. D.5.2.6] 'l'c~,N = 1.0000 [Eq. D-12 or b-13] Nb = kc../f\hl.\f = 3359.92 lb [Eq. D-7] k = 17 C Ncbg = 5151. 88 lb [Eq, D-5] <I>= 0.65 [D.4.4] <l>Ncbg = 3348. 72 lb (for the anchor group) 6) Pullout Strength of Anchor Group in Tension [Sec. D.5.3) Npn = 'i'c,pNp N = 2895(f' /2 500)0 •5 = 2895 lb pn C ' , c!> = 0.65 [D.4.4) c!>Npn = 1881.75 lb (for each i'ndividual anchor) 7) Side Face Blowout Strength of Anchor Group in Tension [Sec. D.5.4] concrete side-face blowout strength is only calculated for headed anchors with deep embedment and close to an edge, ctl < 0.4h~. Not applicable in this case. 8) Steel Strength of Anchor Group in Shear [Sec D.6.1] V5a = n0.6A5efuta [Eq. D-20) Vsa = 6560 lb (for each individual anchor) [C-SAS-2008] cJ> = 0.65 [D.4.4} c!>Vsa = 4264 lb (for each individual anchor) c!>V5a is multiplied by 0 .. 8 due to built-up grout pads ... [sec D.6.1.3] c!>Vsa = 3411.20 Tb (for each individual anchor) 9) Concrete Breakout Strength of Anchor Group in Shear [Sec. D.6.2] case 1: Half of shear load applied to anchors closest to edge In x-direction ... vcbx = Avcx/Avcox'i'ed,V'i'c,vvbx [Eq. D-22) A = 1000 in2 vex Avcox = 20000. 00 i n2 [Eq. D-23] 'i'ed,v = 1. 0000 [Eq. D-27 or D-28] "'c,V = 1.4000 [sec D.6.2.7] Vbx = 7(l/d0 )b·2../d0 ../f' c(ca1)1.S [Eq. D-24) vbx = 185870. 37 lb Vcbx = 13010. 93 lb [Eq. D-22) cJ> = 0. 7 [D,4.4) c!>Vcbx = 9107 .65 lb (for a single anchor) In y-direction ... Vcbgy == Avc/Avcoy'i'ec,v'i'ed,~'i'c,Yby [Eq. D-22) , , • 2 A = 1020 ln . 'Vey Avcoy = 20000.00 in2 [Eq. D-23] 'I' v = 1.0000 [Eq. D-26] ec, 'i'ed,v = 1. 0000 [Eq. D-27 or D-'-28] 'i'c,v = 1.4000 [Sec D.6.2.7) Vby = 7(1/d0)0·2..jd0 ../f' c(ca1)1.5 [Eq. D-24] vby = 185870.37 lb · Vcbgy = 13271.14 lb [Eq. D-22) c)> = 0.7 [D.4.4] cJ>Vcbgy = 9289. 80 lb (for the anchor group) c!>Vcby = 4644.90 lb (for a single_ anchor -divided c!>Vcbgy by 2) case 2: Total shear load applied to anchors furthest from edge In x-direction ... vcbgx = Ave/ AVcox 'i/ec,V 'i'ed,v 'i'c,Vvbx [Eq · D-22] ), A = 1000 in2 · 'vex ¾cox = 20000,00 in2 [Eq. D-23] 'l'ec,v = 1. 0000 [Eq. D-26] 'l'ed,V = 1. 0000 [Eq. D-27 or D-28] 'I' v = 1.4000 [sec. D.6.2.7] c, Vbx = 7(1/d0 )0·2.Jd0 .jf' c(ca1)1.5 [Eq. D-24] vbx == 185870. 37 lb Vcbx = 13010.93 lb [Eq. o~22] <t> = 0.7 [D.4.4] <t>Vcbx = 9107.65 lb (for a single anchor) In y-direction ..• V = A /A 'I' 'I' 'I' V [Eq-. D-22] cbgy · 'vcy ''vcoy ec,v ed,v c,v by A . = 1020 in2 Vey Avcoy = 20000.00 fo2 [Eq. D-23] 'l'ec,v = 1. 0000 [Eq. D-26] 'l'ed,V = l. 0000 [Eq. D-27 or D-28] 'I' v = 1.4000 [sec. D.6.2.7] c, Vby = 7(1/d0 )0 ·2.Jd0 .jf' c(ca1)1.5 [Eq. D-24] vby = 185870.37 lb Vcbgy = 13271.14 lb [Eq. D-22] <t> = 0.7 [D.4.4] <t>Vcbgy = 9289.80 Tb (for the entire anchor group) check parallel to edge condition for anchor(s) closest to edge: Limit case 1 <t>Vcbgy by parallel to edge strength ... vcbx = Avcx/Avcox'l'ed,V'l'c,vvbx [Eq. D-22] Avcx = 1000 i n2 · Avcox = 20000. 00 i n2 [Eq. D-23] 'l'ed,V = 1. 0000 [Eq. D-27 or D-28] 'l'c,~ = 1. 4000 [Sec. D. 6 .2. 7] Vbx = 7(le/do)0.2.jdo ..jf' c(cal)l.5 [Eq. D-24] vbx = 1858-70. 37 1 b Ve~= 13010.93 lb [Eq. D-22] Vcby = 2 1' Vcbx [Sec. D.6.2 .. l(c)] v~Y = 26021.85 lb <t> = 0. 7 [D.4.4] <t>Vcby = 18215. 30 lb (for a single anchor) Limit case 2 <t>Vcbgx by parallel to edge strength vcbgy = ¾c/¾coy'l'ec,V'l'ed,V'l'c,Vvby [Eq. D-22] .A = 1020 in2 -. 'vcy Avcoy = 20000.00 in2 [Eq. D-,23] 'l'ec,v = 1. 0000 [Eq. D-26J 'l'ed,V = 1. 0000 [Eq. D-27 or D-28] 'l'c,v = 1.4000 [Sec. D.6.2.7] Vby = 7(1/d0 )0 ·2.Jd0 .ff' c(ca)l.S [Eq. D-24] Vby = 185870. 37 Tb Vcbgy = 13271.14 lb [Eq. D-2.2] Vcbgx = 2 * Vcbgy [Sec. D. 6. 2. l(c)] .t vc~x = 26542.29 lb 4> = o. 7 [p.4.4] <t>Vc:bgx = 18579, 60 lb (for the anchor group) Also limit case 1 <t>Vcbx by 1/2 of parallel <t>Vcbx = 9289.80 lb (for a single anchor) Governing strengths <t>Vcbx = 9107. 65 1 b <t>Vcby = 4644. 90 lb Governing strengths <t>V cbgx = 9107. 65 lb <t>V b = 9289. 80 1 b C gy , for case 1 are: for case 2 are: to edge strength ... 10) Concrete Pryout Strength of Anchor Group in Shear [Sec. D.6.3] V cpg = kc Ncbg [Eq. D-30] k = 2 [sec. D. 6. 3 .1] Ncbp = 5151.88 lb (from Section (5) of calculations) C g . Anc = 86~25 in2 (from section (5) of calculations) Anca = 86.25 in2 (considering all anchors) Ncbg = (Anc/ Anc) Ncbg Ncbg = 5151.88 lb (considering all anchors) vcpg = 10303. 75 lb 4> = 0.7 [D.4.4] <t>Vcpg = 7212. 63 lb (for the anchor group) 11) Check Demand/Capacity Ratios [Sec. D. 7] Tension -Steel: 0.0000 -Breakout: 0.0000 -Pullout: N/A -sideface Blowout: N/A shear -Steei: 0.0394 -~reakout (case 1): 0.0148 -Breakout (case 2): 0.0295 -Pryout: 0.0373 V.Max(0.04) <= 0.2 and T.Max(0) <= 1.0 Interaction check: PASS [Sec D. 7 .1] use 1/2" diameter strong-Bolt anc;:hor(s) with 3 inch embedment 0ct'b17AJ1-~~~ ,{WDf' ft'¼k M ,,?bf @ Pfr/ ~ ~ ~!- ~ Oj,,10 ? p p f l1 ~· J f' 1 ; ' ?o:::-11-5" {)7P-1'-~ 'f A:d-:--6(b~t pl--~ i ""-<9 f'*"' ~ q ~ 4.,,:1,q /o~~lr,ir 4 '2rGi .-I I r 9 r f P r f -p +-f;r 1 ~' t ~, J fl' t ~r 1 ~/ i ff?' t-~ 1 ~ 1 1 Gj' . . .. . , t ?o:::; b/bo :j:f Pt.-~ 41:?4: 10,Btl'* t A'13b( 1J 10,;~1"/1~ If ~ ~S>tP/b ,r::;-1-11 "Z/ ~(f1,/? ~lo~· t1 ... , f;,r-·;z. @: ~0e/ ,c::.. c-;~ ~-u.,~ \<1--:0 f5,f ~ /( ?-71,fe, $1bf=>;} v-6-t .;'-f£f 1-l c1! -r /-0" ti, f-lb'... 1o 'JO ;/ L /.{CJ~ . '12.tt A' A-\ t 1rw• ;f P'1,,--~ l ~e? )l ,, t; -1-tf, t;;-'16 tz "Z,71:lb;ff- f p f p g< f p p tro' C, Vl1)~ (€J). ~wr , CD :1 ~ p () p p ; £f tB' t ~· t ~' t 6 't . ,47or ?0 ~ /Go f.;f x: i' 'f--G~ ~ b,;. vrv pl,-,-;,. ("1,.r<O f 7r:>' tr ~ r, '>l f 17--::: (t;Of~ '&t f-tftl ~ PL-~ t1--t" >'-8 v. 4't -:;::.. '10-~~v J;tk,:,JV 1~11-vfv ~17-°?'"].11v r I?-:, ~i;-c>-.-o rs-r "-1}-{... 2,.1c c:;' :::-'?'?-0 \V' PL-~ 1-i.~e1 K. /f :;:. 1,,-,t,J, ~t;,6-q1fl/ WAfL-Al-1D ~ri-V I c:;; t~ft..~ 11::/ ~ f 01? (1l-f I-r;( ~ ,\ '1vl(, C rp-:;.-?;7-.0 + !, ru, ~ '?1,_-G t.v ~ ~6:f' 4-'i·L vt.f Iv ;TRESS ANALYSIS: 48LH980/J ,.._.,,_,,,, Tll 7 /72/fJ 3NO0Q,75-;,P2 CALLAWAY GC.. ·' 1 5J/v1/i.f'tt ~ASE LENGTH WORKING LENGTH DEPTH r--~ 3/4/ 53-10 3/4 48 3C PANLS ~E= 10-0 EFF DEPTH 45.6 RE= 10-0 RE= 4-9 RUN ON 6-1-98 :C P.ANLS LE= 4-9 ~IRST HALF LE= 1-1 3/8 ~IRST DTAG LE= 11-1 3/8 5 BC PANELS AT 8-0 END STRUT TILTED SPECIAL 1ST COMP RE= 1-1 3/8 RE= 11-1 3/8 )E'PTHS LE= 48.000 CENTERLINE= 48. 000/ RE= 48.000 WLT~PLE LOADING: DL + LL >T LOAD OF 9,500/2BS AT PANEL PT 7 2 7 . 11 ' LE ,,..--2 7 . 11 ' RE ~XTRA SHEAR ADDED TO EACH WEB= 4 75 CJ JNIFORM TC LOAD= 9·8 0 / UNIFORM BC LOAD= 0 tEACTIONS Rl= +31,158.96 R2= +31,158.96 MIN SHR= -------------STRESS ANALYSIS------------- TO MEM TC F BC F SHEAR· WEB F CSC WEB L 1 W2 -74,819 0 28,913 93,388 2.774 126.50 ~ILTED END STRUT VlS -67,407 2 W3 -67,407 3 W4 -93,756 4-. ws ~ 93, 756 ~6 -120,262 6 'i/7 -120,262 7 W7 -120,262 8 W6 -120,262 9 ws -93,756 .0 W4 -93, 756 .i W3 -67, 407 'ILTED END STRUT Vl S -7 4, , 8.19 .2 W2 -74,819 SE SQ END Vl END PNL V2 INTERIOR 0 74,314 74,314 109, 0·72 109,072 127,325 127,325 109,072 109,072 74,314 74,3.14 5,364 23,548 18,469 14,549 l0,629 6 / 709• -6 t 710• -10,630 -14,550 -18,470 -23,548 74,314 5,364 -0 -28,913 -----STD VERTICALS .3 .4 .5 lAX lAX TC COMPRESSION=~l~0,262.05 31,158 5,364 3,919 MAX INT TC PANEL LENGTH= 48.00 MAX -9,149 -29,490 33,713 -28,021 22,330 -16,638 -16,638 22,330 -28,021 33,713 -29,490 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_...2.1 INT-BC PANEL 'C LENGTH = TL= 62,317.92 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: 48LH9'80/J /,--~ T117 7/?/8 I 8N0007?-02 CALLAWAY Gl BASE LENGTH 54-2 3/4 WORKING LENGTH 53-10 3/4 DEPTH 48 Bl.. PANLS LE= 10-0 TC PANLS LE= 4-9 FIRST HALF LE= 1-1 3/8 FIRST DIAG LE= 11-1 3/8 DEPTHS LE= 48.000 5 BC PANELS AT 8-0 END STRUT TILTED SPECIAL 1ST COMP CENTE~LINE= 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'LE,.,..--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= 4750 / 0.00 0.00 UNIFORM TC LOAD= 8:57 / UNIFORM BC LOAD= 0 REACTIONS Rl= +27,844.36 R2= +27,S44.36 MIN SHR= 6,961.09 -------------STRESS ANALYSIS------------- ~O MEM TC F BC F SHEAR 1 W2 -80,071 0 25,880 rILTED END STRUT VlS -73,589 2 W3 -73, 589 ·,v4 -97 / 434 ·-W5 -97, 434 5 W6 -121,868 6 W7 -121,868 7 W7 -12:1,,868 8 W6 -121,868 9 W,5 -97,434 .0 W4 -97,434 .1 W3 -73, 589 ~ILTED END STRUT Vl s· -8 0 , 0 71 .2 W2 -8-0, 071 SE SQ END V1 END PNL V2 INTERIOR 0 66,705 66,705 98,355 98,355 1.15, 572 115,572 98,355 98,355 66,705 66,705 66,705 -0 -----STD .3 4 5 [AX TC CO~PRESSION=-121,86$.18 4,q91 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 :AX INT TC PANEL LENGTH= 48.00 MAX WEB F 84,975 -'8,000 -27,032 3:1,., 213 -26, 235· 21,258 -16,281 -16,281 21,258 -26,235 31,213 -27,031 -8,000 84,975 CSC WEB L 2.774 126.50 1.705 -1.042 1. 4_51 -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 -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 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/~~-. Ti17 .1 1218 8N00075-02 CALLAWAY Gt i 1;3ASE LENGTH 54-2 3/4 BC PANLS TC PANLS FIRST HALF FIRST DIAG WORKING LENGTH 53-10 3/4 DEPTH. 48 LE= 10- LE= 4- LE= 1- LE= 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 RUN ON 6-1-98 ··--- EFF DEPTH //lb 45.6 RE= 10-0 RE= 4-9 RE= 1-1 3/8 RE= 11-1 3/8 RE= 48.000 PT LOAD OF 9,50CYLBS AT PANEL PT 7 2 7 . 11 ' LE ,,,---2 7 . 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/ 0.00 0.00 UNIFORM TC LOAD= 857 f' 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 .:w4 -11,234 4 W5 -71,234 5 W6 -95,668 6 W7 -95,668 7 W7 -95,668 8 W6 -95,668 9 W5 -71,234 10 W4 -71~234 11 W3 -47,389 TILTED END STRUT VlS -53,871 12 W2 -53,871 13 SE SQ END Vl END PNL V2 INTERIOR 0 66,705 66,705 98,355 98,355 115,572 115,572 9$,355 98,355 66,705 66,705 66,705 -0 -----STD TC COMPRESSION= -95,668.18 4,·691 21,189 16;748 J,3,320 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 14 15 MAX MAX INT TC PANEL LENGTH= 48.00 MAX 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 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 -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 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 / 7ZIB 8N00075-02 CALLAWAY GC BASE LENGTH •1 -2 3/4 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-l 3/8 48.000 CENTERLINE= 48.000 MULTIPLE LOADING: DL + 0.75(LL +/-WL) 0 EFF DEPTH 45.6 RE= 10- RE= 4- RE= 1- RE= 11- 0 9 1 1 RE= 48.000 RUN ON 6-1-98 !II/ 3/8 3/8 PT LOAD OF 9,500/LBS AT PANEL PT 7 2 7 . 11 1 LE ,,,,-2 7 . 11 1 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= O REACTIONS Rl= +30,330.31 R2= +30,330.31 MIN SHR= 7,582.58 ------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR 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 ., :W4 -101, 226 4 W5 -101,226 5 W6 -127,213 6· W7 -127,213 7 W7 -127,213 8 W6 -127, 213 9 W5 -101,226 10 W4 -101,226 11 W3 -75,503 TILTED END STRUT VlS -82,682 12 W2 -82,682 1,3 SE SQ END 14 Vl END PNL 15 V2 INTERIOR 0 72,412 72;412 106,393 106,393 124,387 124,387 106,393 106,393 72,412 72,412 5,::J.96 22,958 18,039 ::J.4, 242 10,445 6,648 -6,648 -10,445 -14,242 -18,039 -22,958 72,412 5,196 ·-0 -28,154 -----STD VERTICALS 30,330 .5,196 3,796 MAX TC COMPRESSION=-127,213.58 MAX MAX MAX INT TC PANEL LENGTH= 48.00 .--. -8,862 -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 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 4-9 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 48LH980/123 T117 ,· f'Z 1/3 RUN ON 6-1-98 8N00075-02 CALLAWAY GOLF -------MULTIPLE ANALYSIS SUMMARY -------I /(3 ~EM TC TEN TC COM BC TEN BC COM WEB TEN WEB COM 1 0 -82,682 0 0 93,388 0 2 0 -75,503 74,314 0 0 -29,490 3 0 -101,226 74,314 0 33,713 0 4 0 -101,226 109,072 0 0 -28,021 5 0 --127,213 109,072 0 22,330 0 6 0 -127,213 127,325 0 0 -16,638 7 0 -127,213 127,325 Q 0 -16,638 8 0 -127,213 109,072 0 22,330 0 9 0 -101,226 109,072 0 0 -28,021 10 0 -101,226 74,314 0 33,713 0 11 0 -75,503 74,314 0 0 -29,490 12 0 -82,682 0 -0 93,388 0 13 0 0 0 0 0 -31,158 14 0 0 0 0 0 -9,149 15 0 0 0 0 0 -3,919 ~IMUM UNIFORM LOAD: TOP CHORD= 980 -------CONSOLIDATE LEFT & RIG;EIT -------- 1/IEM TC TE;N TC COM BC TEN BC COM WEB TEN WEB COM 1 0 -82,682 0 -0 93,388 0 2 0 -75,503 74,314 0 0 -29,490 l--·. 0 -101,226 74,314 0 33,713 0 0 -101, 226 109,072 0 0 -28,021 =, 0 -127,213 109,072 0 22,330 0 6 0 -127,213 127,325 0 0 -16,638 7 0 0 0 0 0 -31,158 8 0 0 0 0 0 -9,149 9 0 0 0 0 0 -3,919 v!AXIMUM UNIFORM LOAD: TOP CHORD= 980 ~EMBER SI'ZES: 48LH980/123 Til 7 76/8 BN0 0 0 7 5 -0·2 CALLAWAY GOLF ,, r: 3El-..LJ ING LOAD )UTSIDE DEPTH 3C = 42 = 50,000.000 980.000 48.000 Fb = ASSUMED FORCE = ASSUMED EFF DEPTH= ~EA= 2.8590 y(x) = 1.1380 Ryy 3C UNIF LOAD = 187. 500 /_s1 = 2.0512 3.8304 Rz ss = · re = 42 30,000.000 127,213.587 45.600 = = 0.7880 1.5230 ~REA = 2. 8590 Rx = 1. 235-0 { = 1.1380 81 = 3.8304 ~CTUAL EFF DEPTH= /45.724) :ORRECTEb LOAD TC= i26,~68.594 j/Rx = 29.149 USING L = 48.00 j/Rz = 30.456 USING L = 24.00 ?a= 27;096.1 USING L/R= 30.45 ~ID PANEL MOMENT= 7,840.000 HD PANEL fb :I., 023. 3-90 :a/Fa = 0.818 1AX LOAD (FILLERS)= 143,821.82 ~O 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 FILLERS 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 LO]W NO FILLER= 139,082.46 roP CHORD mp= 0.85591 USING TC= 42 = 4 X PP= 27,335.11132 1AX SHEAR CK= 11,403.01763 AT JOINT 7 3C STRES.S = 22,207.05079 USING BC= 42 = 4 X 1AX SHEAR CK= 11,834.75308 AT JOINT 2 I'- :<-. .1N:ED BOTTOM CHORD STRESSES UD-P_ANEL = 22,990.257 PANEL POINT END PANEL CHECK W= 9'80 sNP PANEL CHECK = U<:IAL LOAD = "a = LEFT END LENGTH 82,457.86 AXIAL STRESS fa 20,975.35 F'e :b PANEL PT = 12,585.72 fb MID-PANEL 4 X .375 4 X .375 = 26,146.486 = = = = ~m = 0.942 fa/Fa = 55.00 14,420.75 75,293.88 1,917.04 0.687 L/R= 69.79 ?ANEL PT= 27,006.4 "IRST PANEL CHECK= U<:IAL LOAD = ra -:b PANEL PT ~m ?ANEL PT== = 25,754.5 30TTOM CHORD L/Rz= 1AX BRlDGING CHECK 10MENT OF INERTIA= MID PANEL= 0.7620 -NO FILLERS LEFT END 75,299.23 15,410.34 12 t 585 ·• 73 LENGTH AXIAL STRESS fa F'e fb MID-PANEL fa/Fa = = = = = 76.38 13,168.80 39,046.54 3,209.28 0 .. 865 MID PANEL= 0.9941 NO FILLERS 0.854 L/R= 96.92 121.827 TC OAL/Ryy TC= 29.05' BC= 41.02' 5,994.7 LL 360=1r430.5 = 315.292 LEN/360= 1.80 11 RUN ON 6-1-98 I /13/ -) . -~, WEB DESIGN: 48LH980/123 T117.1 nt~ RUN ON 6-1-98 8N00075-02 CALLAWAY GOLF //15 TC= 42 = 4 X 4 X .375 BC= 42 = 4 X 4 X .375 -'-----WEB DESIGN------ NUMBER SIZE QTY ACTUAL T ALLOW TACTUAL C ALLOW C WELD ANGLE NAME 1 W2 32 2 B 93,388 97,384 0 42,319 25.2 3 X 3 X .281 2 W3 22 2 B 0 40,783 29,490 30,353 11.3 2 X 2 X .176 3 W4 20 2 B 33,713 36,360 0 21,353 14.6 2 X 2 X .156 4 ws 24 2 B 0 49,510 2·8, 021 29,885 8.8 2 X 2 X .216 5 W6 15 2 B 2.2, 330 29,088 0 14,967 10.6 1 3/4 X 1 3/4 X .143 6 W7 20 2 B 0 36,360 16,638 21,353 7.2 2 X 2 X .156 STANDARD VERTICALS ---- 7 SE 23 2 B 0 43,207 31,158 33,238 11.3 2 X 2 X .187 8 Vl 27 1 0 30,754 9,783 10,936 3.2 2 1/2 X 2 1/2 X .212 9 V2 15 1 0 14,544 4,554 7,165 2.2 1 3/4 X 1 3/4 X .143 TOTAL WELD= 364 K = 0.75 MIN COMP= 0.25 '. ·-- STRESS .ANALYSIS: 48LH980/~~ 8N00075-02 CALLAWAY G1.. J ,f BASE LENG.TH r.,i,_ 2 / BC PANLS LE= TC PANLS, LE= FIRST HALF LE= FIRST DIAG LE= DEPTHS LE= WORKING LENGTH 53-10 DEPTH 48 10-0 4-9 1-1 11-1 48.000 5 BC PANELS AT 8-0 END STRUT TILTED SPECIAL 1ST COMP ~ENTERLINE= 48.000/ MULTIPLE LOADING: DL + LL EFF DEPTH 45.6 RE= 10-0 RE= 4-9 RE= 1-1 RE= 11-1 RE= 48.000 RUN ON 6-1-98 I I I (p PT LOAD OF 9,500/LBS AT PANEL PT 7 2 7 . 0 8 1 LE ...---2 7 . 0 8 1 RE EXTRA SHEAR ADDED TO EACH WEB= 4750/ UNIFORM TC LOAD= 980 / UNIFORM BC LOAD= 0 REACTIONS Rl= +31,128.33 R2= +31,128.33 MIN SHR= 7,782.08 ------------· STRESS ANALYS"IS ------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L l W2 -74f739 0 28,882 93,303 2.774 126.50 TILTED END STRUT VlS -67,349 2 3 4 W3 -67 ,.349 W4 -93,500 W5 -93,500 W6 -120,005 1 W7 -120, 005 7 W7 -120,005 8 W6 -120,005 9 W5 -93,500 10 W4 -93,500 11 W3 -67,349 TILTED END STRUT VlS -74,739 12 W2 -74,739 SE SQ END Vl END PNL V2 INTERIOR 0 74,058 74,058 108,816 108,816 127,069 127,069 108,816 108,816 74,058 74,058 5,349 23,533 18,470 14,550 10,630 6,710 -6,7],.0 -10;6)0 -14,550 -18,470 -23,533 74,058 5,349 -0 -28,882 -----STD VERTICALS 31, 12'8 5,349 3,919 13 14 15 MAX MAX TC COMPRESSION=-120,005.93 MAX MAX INT re PANEL LENGTH= 48.00 -9,123 -,29,410 33,713 -28,021 22,330 --16,638 -16,638 22,330 ~28,021 33,713 -29,410 -9,123 93,303 1.705 -1.039 1.451 -1.451 1.451 -1.451 l.451 -1.451 1.451 -1. 451 1. 039 · 77.77 47.41 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.41 -1.705 77.77 -2.774 126.50 -31,128 1.000 45.60 -9,123 1.705 77.77 -3,919 1.000 45.60 BC TENSION= 127,069.09 INT BC PANEL LENGTH= TL= 62,256.67 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 49-5 44-2 96.00 STRESS ANALYSIS: 48.LH980/~ '-'4 'l:'118 1 -rz./ f 8N00075-02 CALLAWAY G\. .1 BASE LENGTH 54-2 WORKING L~NGTH 53-10 DEPTH 48 BC PANLS LE= 10-0 TC PANLS LE= 4-9 FIRST HALF LE= 1-1 FIRST DIAG LE= 11-1 DE-PTHS LE= 48.000 5 BC PANELS AT 8-0 END STRUT TILTED SPECIAL 1ST COMP CENTERLINE= 48.000 MULTIPLE LOADING: DL +/-WL EFF DEPTH 45.6 RE= 10-0 RE= 4-9 RE= 1-1 RE= 11-1 RE= 48.000 PT LOAD OF 9,500 /LBS AT PANEL PT 7 27.08'LE -27.08'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= 475if (). 00 0.00 UNIFORM TC LOAD= 857 / UNIFORM BC LOAD= 0 REACTIONS R1= +27,817.58 R.2= +27,817.58 MIN SHR= 6,954.40 -----,-----" --STR-ESS ANALYSIS ------------- NO MEM TC F BC F SHEAR 1 W2 -53,801 0 25,853 TILTED END STRUT VlS -47, 3.39 W3 -47,339 l W4 -71, 005 4 W5 -71,005 5 W6 -95,439 6 W7 -95,439 7 W7 -95,439 8 W6 -95,439 9 W5 -71,005 10 W4 . -71, 005 11 W3 -47,339 TILTED .END STRUT VlS -53,801 12 W2 -53,801 13 SE. SQ END 14 Vl END PNL 15 V2 INTERIOR MAX TC COMPRESSION= 0 66,476 66,476 98,126 98 ,.126 115,343 115,343 98,126 98,126 66,476 66,476 4,677 21,175 16,748 13,320 9,892 6,464 -6,464 -9,892 ~13,320 -16,748 -21,175 66,476 4,677 -0 -25,853 -----STD VERTICALS 27,817 4,677 3,427 -95,439.31 MAX MAX INT TC PANEL LENGTH= 48.00 MAX WEB F 84,901 -7,978 -26,958 31,213 -26,235 21,258 -16,281 -16,281 21,258 -26,235 31,213 -26,958 -7,978 84,901 -27,817 -7,978 -3,427 CSC WEB L 2.774 126.50 1.705 -1.039 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.039 77.77 47.41 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.41 -1.705 77.77 -2.774 126.50 1.000 45.60 1.705 77.77 1.000 45.60 BC T~N$ION= 115,343.52 INT BC PANEL LENGTH= TL= 55,635.17 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 49-5 44-2 96.00 STRESS A,NALYSIS: 48LH980/:i ~ Tl:i_8, -r'ZI 'I 8N00075-02 CALLAWAY Gl : BASE LENGTH 54-2 WORKING LENGTH 53-10 DEPTH 48 BC PANLS TC PANLS FIR.ST HALF FIRST DIAG LE= 10-0 LE= 4-9 LE= 1-1 LE= 11,.. 1 DEPTHS LE= 48.000 5 BC PANELS AT 8-0 END STRUT TILTED SPECIAL 1ST COMP CENTERLINE= 48.000 MULTIPLE LOADING: DL + 0.75(LL +/-WL) EFF DEPTH 45.6 RE= 10-0 RE= 4-9 RE= 1-1 RE= 11-1 RE= 48.000 RUN ON 6-1-98 I I 17 PT LOAD OF 9,500/LBS AT PANEL PT 7 2 7 . 0 8 1 LE ,...-2 7 . 0 8 1 RE HORIZONTAL FORCES AT ENDS LEFT END TC= 9,825.oo~ BC= RIGHT END TC= -9, 825. 00 -BC= EXTRA SHEAR ADDED TO EACH WEB= 4750- 0.00 0.00 UNIFOI<:M TC LOAD= 949. 25 .,,, UNIFORM BC LOAD= 0 REACTIONS Rl= +30,300.65 R2= +30,300.65 MIN SHR= 7,575.16 -------------STRESS ANALYSIS----------- NO MEM TC F BC F SHEAR WEB F CSC WEB L i W2 -82,605 0 28,125 91,203 2.774 126.50 TILTED END STRUT VlS -75,446 " W3 -75,446 W4 -100,~76 4 W5 -100,976 . 5 W6 -126,964 6 W7 -126,964 7 W7 -126,964 8 W6 -126,964 9 W5 -100,976 10 W4 -100,976 11 W3 -75,446 TILTED END STRUT ViS -8·2, 605 12 W2 -82,605 SE SQ END Vl END PNL. V2 INTERIOR 0 72,162 72,162 106,144 106,144 124,137 124,137 106,144 106,144 72,162 72,162 72,162 -0 -----STD TC COMPRESSION=-126,964;28 5,181 22,943 18,039 14,242 10,445 6,648 -6,648 -10,445 -14 242 • I -18,039 -22,943 5,181 ~28,125 VERTICALS 30,300 5,181 3,796 MAX 13 14 15 MAX MAX INT TC PANEL LENGTH= 48.00 MAX -8,836 -28,797 33,088 -27,575 22,062 -16,549 -16,549 22,062 -27,.575 33,088 -28,797 -8,836 91,203 1.705 -1.039 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.039 77.77 47.41 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.41 -1.705 77.77 -2.774 126.50 -30,300 1.000. 45.60 -8,836 1.705 77.77 -3,796 1.000 45.60 BC TENSION= 124,137.70 INT BC PANEL LENGTH= TL= 60,601.29 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 49-5 44-2 96.00 STRESS ANALYSIS: 48LH980 /:·A-..1 Tl181 '!'ZL Cf 8N00075-02 CALLAWAY G~ ! BASE LENGTH ~4-2 BC PANL,S LE= TC PANLS LE= FIRST HALF LE= FIRST DIAG LE= DEPTHS ·LE= WORKING LENGTH 53-J,O DEPTH 48 10-0 5 BC PANELS AT 8- 4-9 END STRUT 'TILTED 1-1 SPECIAL 1ST COMP 11-1 48. O,OO CENTERLINE= .48.000 MULTIPLE LOADING: DL + 0.75(LL +/-WL) 0 EFF DEPTH 45.6 RE= 10-0 RE= 4-9 RE= 1-1 RE= 11-1 RE= 48.000 RUN ON 6-1-98 I I 2-0 PT LOAD OF 9,500/LBS AT PANEL PT 7 2 7 . 0 8 ' LE ---2 7 . 0 8 ' RE HORIZONTAL FORCES AT ENDS LEFT END TC= -9, 825. 00 ...--BC= RIGHT END TC= .9, 82.5. 00 ,,,-BC= EXTRA SHEAR ADDED TO EACH WEB= 4750r 0.00 0.00 UNIFORM TC LOAD= 949. 25 " UNIFORM BC LOAD= 0 REACTIONS Rl= +30,300.65 R2= +30,300.65 MIN SHR= 7,575.16 ------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L 1 W2 -62,955 0 28,125 91,203 2.774 126.50 TILTED END STRUT VlS -55,796 · W3 -55, 796 'W4 -81, 326 4 ws -81,326 5 W6 -107,314 6 W7 -107,314 7 W7 -107,314 8 W6 -107,314 9 W5 -81,326 10 W4 -81,326 11 W3 -55,796 TILTED END STRUT VlS -62,955 12 W2 -62,955 S·E SQ END Vl END PNL V2 INTERIOR 0 72,162 72,162 106,144 106,144 124,137 124,137 106,144 i06,144 72,162 72,162 72,162 -0 -----STD TC COMPRESSION=-107,314.28 5, J,.81 22,943 18,039 14,242 10,445 6,648 -6,648 -10,44.5 -14,-242 -18,039 -22,943 5,181 -28,12.5 VERTICALS 30,300 5,181 3,796 MAX 13 14 15 MAX MAX INT TC PANEL LENGTH= 48.00 MAX -8,836 -28,797 33,088 -27,575 22,062 -'--16,549 -16,549 22,062 -27,575 33,088 -28,797 -8,836 91,203 1.705 -1.039 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.451 -1.451 1.039 77.77 47.41 66.20 66.20 66.20 66.20 66.20 66.20 66.20 66.20 47.41 -1.705 77.77 -2.774 126.50 -30,300 1.000 45.60 -8,836 1.705 77.77 -3,796 1.000 45.60 BC TENSION= 124,137.70 INr BC PANEL LENGTH= TL= 60,601.29 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 49-5 44-2 96.00 -- l8LH9.80/123 T118 ,, -r-ZI CJ i RUN ON 6-1-98 3N00075-02 CALLAWAY GOLF //v/ -------MULTIPLE ANA1YSIS SUMMARY ------- 11 .... ' TC TEN TC COM BC TEN BC COM WEB TEN WEB COM 1 0 -82,(;,05 0 0 93,303 0 2 0 -75,446 74,058 0 0 -29,410 3 0 -100,976 74,058 0 33,713 0 4 0 -100,976 108, 8'16 0 0 -28,021 5 0 -126,964 108,816 0 22,330 0 6 0 -126,964 127,069 0 0 -16,638 7 0 -126,964 127,069 0 0 -16,638 8 0 -126,964 108,816 0 22,330 0 9 0 -100,976 108,816 0 0 -28,021 ~o 0 -100,976 74,058 0 33,713 0 _1 0 -75,446 74,058 0 0 -29,410 _2 Q -82,605 0 -0 93,303 0 .3 0 0 0 0 0 -31,128 .4 0 0 0 0 0 -9,123 .5 0 0 0 0 0 -3,919 '.IAXIMUM UNIFORM LOAD: TOP CHORD= 980 -------CONSOLIDATE LEFT & RIGHT -------- lEM TC TEN TC COM BC TEN B.C COM WEB TEN WEB COM 1 0 -82;605 O· -0 93,303 0 2 0 -75,446 74,058 0 0 -29,410 3 0 --100,976 74,058 0 33,713 0 4-.. 0 -100,976 108 ,· 816 0 0 -28,021 0 -126,964 108,816 0 -22,330 0 6 0 -126,964 127,069 0 0 -16,638 7 O· 0 0 0 0 -31,128 8 0 0 0 0 0 -9,123 9 0 d 0 0 0 -3,919 IAXIMUM UNIFORM LOAD: TOP CHORD= 980 --' MEMBER SIZES: 48LH980/123 T118,.? 7'-ZI? 8N00075-0:2 CALLAWAY GOLF r L )ING LOAD OUTSIDE DEPTH BC = 42 = = = 50,000.000 980. 00.0 48.000 Fb = ASSUMED FORCE = ASSUMED EFF DEPTH= AREA= 2.8590 y(x) = 1.1380 Ryy = 2.0512 3.8304 Rz. Ss BC UNIF LOAD = 187 .500 .,,,.--Sl = TC = 42 30,000.000 126,964.282 45.600 = = 0.7880 1.5230 AREA= 2.8590 Rx = 1.2350 y = 1.1380 81 = 3.8304 ACTUAL EFF DEPTH= 45.724 CORRECTED LO;AD TC= 126,619.965 L/Rx = 29.149 USING L = 48.00 L/Rz = 30.456 USING L = 24.00 Fa= 27,096.1 USING L/R= 30.45 MID PANEt MOMENT= 7,840.000 MID PANE~ fb = 1,023.390 fa/Fa = 0.817 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 = 126,724.495 L/Ryy= 17.550 USING L = 36.00 WITH FILLERS K= 0.75 F'e= 175,743.82 Cm= 0.94959 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= 0.85430 USING TC= 42 = 4 X 4 X .375 PP= 27,291.62954 MAX SHEAR CK= 11,.380.74834 AT JOINT 7 BC STRESS = 22,162.38116 USING BC= 42 = 4 X 4 X .375 MAX SHEAR CK= 11,822.99661 AT JOINT 2 C 'lINED BOTTOM CHORD STRESSES M.tu-PANEL = 22,945.588 PANEL POINT = 26,101.816 END PANEL CHECK ~ AXIAL LOAD = Fa ~ fb PANEL PT = Cm = PANEL PT= 26,907.4 FIRST PANEL CHECK= AXIAL LOAD = Fa = fb ·PANEL PT = Cm = PANEL PT= 25,658.9 BOTTOM CHORD L/Rz= MAX BRIDGING CHECK MOMENT OF INERTIA= ,. \ END PANEL CHECK W= 980 LEFT END LENGTH 82,381.31 AXIAL STRESS fa 20,97.5.35 F'e 12,500.11 fb MID-PANEL 0.942 fa/Fa = MID PANEL= 0.7618 NO FILLERS LEFT END 75,242.39 15,517.84 12,500.11 0.866 MID PANEL= LENGTH AXIAL STRESS fa F'e . fb MID-PANEL fa/Fa = 0.9854 NO FILLERS = = 55.00 = 14,407.36 = 75,293.88 = 1,928.80 0.686 L/R= 69.79 = 76.00 = 13,158.86 = 39,432.82 = 3,171.26 0.847 L/R= 96.44 314.927 121.827 TC OAL/Ryy TC= 29.05' BC= 41.02' 5,994.7 LL 360=1,435.5 LEN/360= 1.79 11 RUN ON 6-1-98 ·-\ i vEB DESIGN: 48LU980/123 T118 1 7'Zl'1 RUN ON 6-1-98 3N00075~02 CALLAWAY GOLF // 23 TC= 42 = 4 X 4 X .375 BC= 42 = 4 X 4 X .375 ------.WEB DESIGN------ NUMBER SIZE QTY ACTUAL T ALLOW T ACTUAL C ALLOW C WELD ANGLE NAME 1 W2 32 2 B 93,303 97,384 0 42,319 25.2 3 X 3 X .281 2 W3 22 2 B 0 40,783 29,410 30,383 11.3 2 X 2 X .176 3 W4 20 2 :B 33,713 36,360 0 21,353 14.6 2 X 2 X .156 4 W5 24 2 B 0 49,510 28,021 29,885 8.8 2 X 2 X . 216 5 W6 15 2 B 22,330 29,088 0 14,967 10.6 1 3/4 X 1 3/4 X .143 6 W7 20 2 B 0 36,360 16,638 21,353 7.2 2 X 2 X .156 --·--STANDARD VERTICALS ---- 7 SE 23 2 B 0 43,207 31,128 33,238 11.3 2 X 2 X .187 8 Vl 27 1 0 30,754 9,756 10,936 3.1 2 1/2 X 2 1/2 X .212 9 V2 15 1 0 14,544 4,553 7,165 2.2 1 3/4 X 1 3/4 X .143 ~OTAL WELD= 364 K = 0.75 MIN COMP= 0.25 ~ANI,i8 LE= 5-0 9 BC PANE4S AT 4-0 RE= 5-0 ~ANLS LE= 3-0 5/8 END STRUT TILTED RE= 3-0 5/8 ST ~LF LE= 0-11 3/8 SPECIAL 1ST COMP RE= 0-11 3/8 ST DIAG LE= 5-11 3/8 RE= 5-11 3/8 rI LE= 30.000 CENTERLINE= 30.000/ RE= 30.000 rIPI,iE LOADING: DL + LL LOAD OF 1,000/LBS AT PANEL PT 11 / 21.95'LE 21.95'RE RA S}IEAR ADDED TO EACH WEB= 500 / lfORM TC LOAD= 240 / UNIFORM BC LOAD= 0 '.:;TIONS Rl= +5,727.50 R2= +5,727.50 MIN SHR= 1,431.88 ------------STRESS ANALYSIS------------- MEM TC F BC F SHEAR WEB.F CSC WEB L 64.62 W2 -10,950 0 5,380 13,334 2.267 rED· END STRUT VlS -10,382 W3 -10,382 W4 -15,705 W5 -15,705 W6 -21,398 W7 -21,398 W8 . -25, 474 W9 -25,474 WlO -27,933 Wll -27,933 Wll -27,933 V. --~ -2 7 , 9 3 3 \ -25,474 W8 -2'5, 474 W7 -21,398 W6 -21,398 W5 -15,705 W4 -15,705 W3 -10,382 TED END STRUT VlS -10,950 W2 -10,950 SE SQ END Vl END PNL V2 IN'l'J:i:R:j:OR 0 12,253 12,253 18,754 18,754 23,638 23,638 26,905 26,905 28,556 28,556 26,905 26,905 23,638 23,638 18',754 18,754 12,253 12,253 12,253 0 ------STD TC COMPRESSION= -27, 933. 2·0 693 4,686 4,100 3,620 3,140 2,66n 2,180 1,700 1,220 740 -739 -1,219 -1,699 -2,1.79 -2,659 -3,139 -3,619 -4,099 -4,686 693 -5,380 VERTICALS 5,727 693 480 INT TC PANEL LENGTH= 24.00 MAX MAX -896 -5,584 6,013 -5,386 4,758 -4,1~1 3,503 -2,876 2, 24.8 -1,871 -1,871 2,248 -2, 8'?-6 3,503 -4,131 4,758 -5,386 6,013 -5,584 -896 13,334 1.291 -1.076 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1. 307 1.307 -1.307 1.307 -1.307 1.076 -1.291 -2.267 36.82 30.68 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.68 36.82 64.62 -5,727 1.000 28.50 -896 1.291 36.82 -480 1.000 28.50 BC TENSION= 28,556.36 INT BC PANEL LENGTH= TL= 11,455.00 PP DISTANCE 0-2 3-0 5-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-1:L 37-11 5/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 40-10 38-10 3/4 48.00 STRESS ANALYSIS: 30KA240/J-"'.q J1 ,J5 ,JJ7 8N00075-08 CALLAWAY Gl BASE LENGTH 43-10 3/4 BC PANLS LE= WORKING LENGTH 43-6 3/4 DEPTH 30 5-0 9 BC PANELS AT 4-0 EFF DEPTH 28.5 RE= 5-0 RUN ON 5-28-98 3JJ TC PANLS LE= 3-0 FIRST HALF LE= 0-11 FIRST DIAG LE= 5-11 5/8 3/8 3/8 END STRUT TILTED SPECIAL 1ST COMP RE= 3-0 5/8 RE= 0-11 3/8 RE.= 5-11 3/8 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 MULTIPLE LOADING: DL +!-WL PT LO.AP OF 1,000..-tas AT PANEL PT 11 21. 95 1 LE...-21.95'RE HORIZONTAL FORCES AT ENDS LEFT END TC= 6,800.00 ,,.-BC= RIGHT END TC= -6, 800. oo-BC= ,,..-- EXTRA SHEAR ADDED TO EACH WEB= 500 0.00 0.00 UNI,FQRM TC LOAD= 112 / UNIFORM BC LOAD= 0 REACTIONS Rl= +2,939.50 R2= +2,939.50 MIN SHR= 734.88 WEB L 64.62 -------------STRESS ANALYSIS -------------- NO MEM TC· F BC F SHEAR 1 W2 -12,452 0 2,777 TILTED END STRUT VlS -12,J,.87 -_ W3 -12 , 18 7 W4 -15,003 ',I: W5 -15,003 5 W6 -18,108 6 W7 -18,108 7 W8 -20,4Ei9 8 W9 -20,459 9 W-10 -22,05G 10 Wll -~2,056 11 W-11 -22,056 12 WlO -22,056 13 W9 -20,459 14 W8 -20,459 15 W-7 -18,108 16 W6 -18,108 17 W5 -15,003 18 W4 -15,003 19 W3 -12,187 TILTED END STRUT V1S -12,452 20 W2 -12,452 21 SE SQ END 22 Vl END PNL 23 V2 INTERIOR 0 6,367 6,361 9,850 9,850 12,578 12,578 14,552 14,552 15,771 15,771 14,552 14,552 12,578 12,578 9,850 9,850 6,367 6,367 6,367 0 -----STD ~ TC COMPRESSION= -22,056.54 323 2,453 2,180 1,956 1,732 1,508 1,284 1,060 836 612 -611 -835 -1,059 -1,283 -1,-507 -1,731 -1,955 ~2,179 -2,453 323 -2,777 VERTICALS 2,939 323 224 -INT TC PANEL LENGTH = 24. 00 MAX MAX WEB F 7,432 -418 -3,180 3,503 -3,210 2,917 -2,625 2,332 -2,039 1,746 -1,453 -1,453 1,746 -2,039 2,332 -'-2,625 2,917 -3,210 3,503 -3,180 -418 7,432 csc 2.267 1.291 -1.076 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.076 -1.291 -2.267 36.82 30.68 37.25 37.25 37 .. 25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.68 36.82 64.62 -2,939 1.000 28.50 -418 1.291 36.82 -224 1.000 28.50 BC TENSION= 15,771.91 INT BC PANEL LENGTH= TL= 5,879.00 PP DISTANCE 0-2 3-0 5-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-11 37-11 5/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 40-10 38-10 3/4 48.00 STRESS ANALYSIS: 30KA240/J~ J1,J5 1J/7 8N00075-08 CALLAWAY Gl ·. BASE LENGTH A.~-10 3/4 BC PANLS LE= WORKING LENGTH 43-6 3/4 DEJ;>TH 3-0 5-0 9 BC PANELS AT 4-0 EFF DEPTH 28.5 RE= 5-0 RUN ON 5-28-98 399 TC PANLS LE= 3-0 FIRST HALF LE= 0-11 FIRST DIAG LE= 5-11 5/8 3/8 3/8 END STRUT TILrED SPECIAL 1ST COMP RE= 3-0 5/8 RE= 0-11 3/8 RE= 5-11 3/8 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 MULT:rPLE LOAD.ING: DL +/-WL PT LOAD OF 1,000/LBS AT PANEL PT 11 21 . 9 5 1 LE .----21 . 9 5 1 RE HORIZONTAL FORCES AT ENDS LEFT END TC= -6,800.0CY' BC= RIGHT END TC= 6,800.00-BC=, EXTRA SHEAR ADDED TO EACH WEB= 500 0.00 0.00 UNIFORM TC LOAD= 112 __,, UNIFORM BC LOAD= 0 REACTIONS Rl= +2,939.50 R2= +2,939.50 MIN SHR= NO MEM 1 W2 TI{.JTED END VlS ~ . W3 'w4 4 W5 s W6 6 W7 7 W8 8 W9 9 W10 1.0 W11 11 Wll 12 WlO 13 W9 14 W8 15 W7 16 W6 17 W5 18 W4 19 W3 TILTED END VlS 20 W2 -------------STR·ESS ANALYSIS------------ TC F BC F SHEAR WEB F CSC 1,147 0 2,777 7,432 2.267 STRUT 1,412 1,412 -1,403 -1,403 -4,508 -4,508 -6,859 -6,859 -8,456 -8,456 -8,456 -8,456 -6,859 -6,859 -4,508 -4,508 -1,403 -1,403 1,412 STRUT 1,147 1,147 0 6,367 6,367 9,850 9,850 12,578 12,578 14;552 14,552 15,771 15,771 14,552 14,552 12,578 12,578 9,850 9,850 6,367 6,367 6,367 0 -----STD 323 2,453 2,180 1,956 1,732 1,508 1,284 1,060 836 612 -611 -835 -1,059 .-1, 283 -1,507 -1,73;1. -1,955 -2,179 -2,453 323 -2,777 VERTICALS -418 -3,180 3,503 -3,210 2,917 -2,625 2,332 -2,039 1,746 -1,453 -1,453 1,746 -2,039 2,332 -2,625 2,917 -3,210 3,503 -3,180 -418 7,432 1.291 -1.076 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.076 -1.291 -2.267 734.88 WEB L 64.62 36.82 30.68 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.68 36.82 64.62 21 22 23 MAX r SE SQ END Vl END PNL V2 INTERIOR 2,939 -2,939 1.000 28.50 TC COMPRESSION= -8,456.54 INT TC PANEL LENGTH= 24.00 323 -418 1.291 36.82 224 -224 1.000 28.50 MAX BC TENSION= 15,771.91 MAX INT BC PANEL LENGTH= TL= 5,879.00 PP DISTANCE 0-2 3-0 5-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-11 37-11 5/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 40-10 38-10 3/4 48.00 STRESS ANALYSIS: 30KA240/J-~ J1 , .j 5 1 J1 7 8N00075-08 CALLAWAY Gl BASE LENGTH 4-1-10 3/4 BC '.PANLS LE= WORKING LENGTH 43-6 3/4 DEPTH 30 5-0 9 BC PANELS AT 4-0 EFF DEPTH 28.5 RE= 5-0 RUN s~5-28-98 TC PANLS LE= 3-0 FIRST HALF LE= 0-11 FIRST DIAG LE= 5-11 5/8 3/8 3/8 END STRUT TILTED SPECIAL 1ST COMP RE= 3-0 5/8 RE= 0-11 3/8 RE= 5-11 3/8 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 MULTIPLE LOADING: DL + 0.75(LL +/-WL) Pr LOAD OF 1,000--LBS AT PANEL PT 11 21 . 9 5 1 LE / 21 . 9 5 ' RE HORIZONTAL FORCES AT ENDS LEFT END TC= 5,100.00/ BC= RIGHT END TC= -5, 100. 00.,,.. BC= ,,... EXTRA SHEAR ADDED TO EACH WEB= 500 0.00 0.00 UNIFORM TC LOAD= 208 / UNIFORM BC LOAD= 0 REACTIONS Rl= +5,030.5.0 R2= +5,030.50 MIN SHR= 1,257.63 ------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR i W2 -14,725 0 4,729 TILTED END STRUT VlS -14,233 ;:, .W3 -14,233 1W4 -18,930 4 W5 -18,930 5 W6 -23,976 6 W7 -23,976 7 W8 -27,620 8 W9 -27,620 9 WlO -29,864 10 Wll ~29,864 11 Wll ~29,864 12 WlO -29,864 13 W9 -27,62.0 14 W8 -27,620 15 W7 -23,976 16 W6 -23,976 17 W5 -18,930 18 W4 -l8,930 19 W3 ~14,233 TILTED END STRUT VlS -14,725 20 W2 -14,725 21 22 23 SE SQ END Vl END PNL V2 INTERIOR 0 10,781 10,781 16,528 16,528 20,873 20,873 23,817 23,817 25 1 360 25,360 23,817 23,817 20,873 20,873 16, 5:;rn 16,528 10 t 78'1 10,781 10,781 0 -----STD TC COMPRESSION= -2S},864.04 601 4,128 3,620 3,204 2,788 2,312 1,956 1,540 1,124 708 -707 -1,123 -1,539 -1,955 -2,371 -2,787 -3,203 -3,619 -4,J,28 601 -4,729 VERTICALS 5,030 601 416 MAX ~ 'M INT TC PANEL LENGTH= 24.00 MAX WEB F 11,858 -776 -4,983 5,386 -4,842 4,298 -3,754 3,210 ·-2; 666 2,123 -1,644 -1,644 2,123 -2,666 3,210 -3,754 4,298 -4,842 5,386 -4,983 -776 11,858 csc 2.267 1.291 -1.076 1,307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.076 -1.291 -2.267 WEB L 64.62 36.82 30.68 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.68 36.82 64.62 -5,030 1.000 28.50 -776 1.291 36.82 -416 1.000 28.50 BC rENSION= 25,360.25 INT BC PANEL LENGTH= TL= 10,061.00 PP DISTANCE 0-2 3-0 5-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-11 37-11 5/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 40-10 38-10 3/4 48.00 STRESS ANALYSIS: 30KA240/l-~.q 8N00075-08 CALLAWAY GC. Jl j 5 .J 17 I /. BASE LENGTH fl<-10 3/4 WORKING LENGTH 43-6 3/4 D_EPTH 30 BC PANLS LE= 5-0 9 BC PANELS AT 4-0 EFF DEPTH 28.5 RE= 5-0 RUN ON 5-28-98 4/DI TC PANLS LE= FIRST HALF LE= FIRST DIAG LE= 3-0 0-11 5-11 5/8 3/8 3/8 END STRUT TILTED SPECIAL 1ST COMP RE= 3-0 5/8 RE= 0-11 3/8 RE= 5-11 3/8 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 MULTIPLE LOADING: OL + 0.75(LL +/-WL) PT LOAD OF 1, 000-'LB-S AT P_A.NEL PT 11 21.95 1 LE-21.95'RE HORIZONTAL FORCES AT ENDS LEFT END TC= -5, 100. 00 ,,,. BC= RIGHT END TC= 5, 100. 00----BC= ,... EXTRA SHEAR ADDED TO EACH WEB= 500 o.oo 0.00 UNIFORM TC LOAD= 208/ UNIFORM BC LOAD= 0 REACTIONS Rl= +5,030.50 R2: +5,030.50 MIN SHR= 1,257.63 -------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L 64·. 62 1 W2 TILTED END VlS -4,525 0 4,729 11,858 2.267 -·,W3· '·w4 4 W5 5 W6 6 W7 7 W8 8 W9 9 Wl0 10 Wll 11 Wll 12 Wl0 13 W9 14 W8 15 W7 16 W6 17 W5 18 W4 19 W3 TILTED END vis 20 W2 STRUT -4,033 -4,033 -8,730 -8,730 -13,776 -13,776 -1.7,420 -17,420 -19,664 -19,664 -19,664 -19,664 -17,420 -17,420 -13,776 -13,776 -8,730 -8,730 -4, ,033 STRUT -4,525 -4,52-S 21 SE SQ END 22 Vl END PNL 23 V2 INTERIOR 0 10,781 10,781 16,528 16,528 20,873 20,873 23,817 23,817 25,360 2:S,.360 23 I a:17 23,817 20,873 20,873 16,528 16,528 10,781 10,781 601 4,128 3,620 3,204 2,788 2,372 1,956 1,540 1,124 708 -707 -1,123 -1,539 -1,.955 -2,371 -2,787 -3,203 -3,619 -4,128 10,781 601 0 -4,729 -----STD VERTICALS MM TC COMPRESSION= -19,664.04 5,030 601 416 MAX MAX r ·. INT TC PANEL LENGTH = 2 4 . 0 0 -:776 -4,983 5,386 -4,842 4,298 -3, 754 3,210 -2,666 2,123 -1,644 -1,644 2,123 -2,666 3,210 -3,754 4,298 -4,842 S,386 -4,983 -776 11,858 1.291 -1.076 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.076 -1.291 -2.267 36.82 30.68 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.68 36.82 64.62 -5,030 1.000 28.50 -776 1.291 36.82 -416 1.000 28.50 BC TENSION= 25,360.25 INT BC PANEL LENGTH= TL= 10,061.00 PP DISTANCE 0-2 3-0 5-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-11 37-11 5/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 40-10 38-10 3/4 48.00 30~21,0~12$ J11 J~ 1 j I 1 8N00075-08 CALLAWAY GOLF -------MULTIPLE ANALY$IS SUMMARY BC COM 0 .J.. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 TC TEN TC COM BC TEN 1,147 -14,725 0 1,412 -14,233 12,253 0 -18,930 12,253 0 -18,930 18,754 0 -23,976 18~754 0 -23,976 23,638 0 -27,620 23,638 0 -27,620 26,905 0 -29,864 26,905 0 -29,864 28,556 0 -29,864 28,556 -0 -29,864 26,905 0 ~27,620 26,905 0 -27,620· 23,638 0 -23,976 23,638 0 -23,976 18,754 0 -18,930 18,754 0 -18,930 12,253 1,412 -14,233 12,253 1,147 -14,725 0 0 0 0 b O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \IMUM UNIFORM. LOAD: TOP CHORD= 240 MEM 1 2 3 4 5 6 7 8 9 1,0 11 J,.2 13 -------CONSOLIDATE LEFT TC TEN TC COM BC TEN 1,147 -14,725 0 1,412 -14,233 12,253 0 -18,930 12,253 0 -18,930 18,754 0--23,976 18,754 0 -23,976 23,638 0 -27,620 23,638 -0 -27,620 26,905 0 -29,864 26,905 0 -29,864 28,556 0 0 0 . 0 0 0 0 0 0 & RIGHT BC COM 0 0 0 0 0 0 0 0 0 0 0 0 b MAXIMUM UNIFORM LOAD: TOP CHORD= 240 WEB TEN 13,334 0 6,013 0 4,758 0 3,503 0 2,248 0 0 2,248 0 3,503 0 4,758 0 6,013 0 13,334 0 0 0 WEB TEN 13,334 0 6,013 0 4,758 0 3,503 0 2,248 0 0 0 0 WEB COM 0 -5,584 0 -5,386 0 -4,131 0 -2,876 0 -1,871 -1,871 0 -2,876 0 -4,131 0 -5,386 0 -5,584 0 -5,727 -896 -480 WEB COM 0 -5,584 0 -5,386 0 -4,131 0 -2,876 0 -1,871 -5,727 -896 -480 RUN ON 5-28-91 'f 01- MEMBER, SJ:ZES: 30KA240/128 Jl, JS ,J1 7 8N00075.-0.8 CALLAWAY GOµF = 50,000.000 Fb = 1 DING LOAD OUTSIDE DEPTH BC -15 = 0. oo·o· ASSUMED FORCE = = 30. 0.00 ASSUMED EFF DEPTH= AREA= 0.4800 y(x) = TC = 20 = = 0.4900 0.6220 0.4157 28.952 ,A.REA= 0.6000 Rx y = 0.5580 Sl ACTUAL EFF DEPTH= CORRECTED LOAD TC= L/Rx = 38:585 USING L/Rz = 30.303 USING Fa= 24,495.0 USING MAX LOAD (FILLERS)= FILLER PANELS REQD = 29,397.803 L = 24.00 L = 12.00 L/R= 38.58 29,687.97 8 Ryy = 1.1295 Rz Rz = 0.3960 Ryy Ss = o.i6o8 Qs GAP BETWEEN CHORD= BC = L/Ryy= 29.334 USING WITH FILLERS K= F'e= 100,301.96 MAX·L,OAD NO FILLER= FT FOR FILLERS = 30,000.000 29,864.042 28.500 = 0.3460 = 1.2272 = 0.9347 1.000 28,110.541 L = 36.00 1.00 Cm= 0.00000 .26,007.52 16.00 TC (fa/Fa) -- MAX SHEAR CK= BC STRESS = MAX SHEAR CK= 1.00012 USING TC= 20 = 2 X 2 X .156 11,934.97046 AT JOINT 11 29,281.81437 USING BC= 15 = 1 -3/4 X 1 3/4 X .143 15, 515. 94444 AT JOINT 10· END PANEL ALLOWABLE END PANEL CHECK = AVTJ~.L LOAD = i = t.i.., PANEL PT = Cm = PANEL PT= 20,332.2 F:):RST PANEL CHECK = AXIAL LOAD Fa = fb PANEL PT = Ctn PANEL PT= 19,928.8 BOTTOM CHORD L/Rz= MAX BRIDGING CHECK MOMENT OF INERTIA= TC TENSION STRESS= END PANEL CHECt W= 240 FORCES REDUCED 10 % LEFT END LENGTH 14,495.81 AXIAL STRESS fa 15,192.50 F'e 8,252.38 fbMID-PANEL 0.924 fa/Fa = MID PANEL= 0.9026 NO FILLERS LEFT END LENGTH 14,011.77 AXIAL STRESS fa 16,880.56 F'e 8,252. 39· fb MID-PANEL 0.902 fa/Fa = MID PANEL= 0.7432 NO FILLERS = = 34.69 = 12,079.84 = 48,015.99 = 2,196.95 0.795 L/R= 87.59 = 34.69 = 11,676.48 = 48,015.99 = 1,211.31 0.691 L/R= 87.59 425.968 138.728 TC OAL/Ryy TC= 14.82' BC= 22.59' 447.7 LL 360~ 202.3 LEN/360= 1.45" 1,158.38 RUN ON 5-28-98 l/.'03 ............ . . \ WEB rDE.S I.,GN: 30KA240/l.28 Jl.rJS I Jl 7 RUN ON 5-28-9E 8N00075-0-S CALLAWAY GOLF L/oy TC= 20 = 2 X 2 X .1.56 BC= 15 = :!-3/4 X 1 3/4 X .143 -------WEB DESIGN------ NUMBER SIZE QTY ACTUAL T ALLOW TACTUAL C ALLOW C WELD ANGLE NAME 1 W2 R9 1 13,334 2l.,417 0 3,369 2.8 111 ROD 2 W3 15 1 0 14,544 5,584 7,402 2.7 1 3/4 X 1 3/4 X .143 3 W4 05 1 6,013 8,999 0 2,375 3.3 1 1/4 X 1 1/4 X .125 4 ws 15 1 0 14,544 5,386 7,287 2.6 1 3/4 X 1 3/4 X .143 5 W6 04 1 4,758 7,908 0 2,104 3.0 1 1/4 X 1 1/4 X .109 6 W7 11 1 0 10,877 4,131 4,157 2.3 1 1/2 X 1 1/2 X .125 7 wa 04 1 3,503 7,908 0 2,l.04 2.2 1 1/4 X 1 1/4 X .109 8 W9 11 1 Q 10,877 2,876 4,157 1.6 1 1/2 X 1 1/2 X .125 9 WlO 04 1 2,248 7,908 0 2,104 1.4 1 1/4 X 1 1/4 X .109 10 Wll 04 1 0 7,908 1,871 2,104 1.2 1 1/4 X 1 1/4 X .109 ----STANDARD VERTICALS ---- 11 SE 00 2 B 0 12,483 5,727 7,559 3.6 1 X 1 X .109 12 Vl 04 1 0 7,l.1'7 1,043 1,939 0.7 1 1/4 X 1 1/4 X .109 13 .V2 00 1 0 6,241 626 .i,217 0.4 ::i. X 1 X .109 TOTAL WELD= 132 K = 1.00 MIN COMP= 0.00 STRESS ANALYSIS: 30KA240/'.l--Q.8 J2, J 31.J- 8N00075-08 CALLAWAY G F BASE LENGTH 43-11 / WORKING LENGTH 43-7 DEPTH 30 BC PANLS LE= TC PANLS LE= FIRST HALF LE= FIRST DIAG LE= 5-0 3-0 3/4 0-11 1/2 5-11 1/2 DEPTHS LE= 30.000 MULTIPLE LOADING: DL + LL 9 BC PANELS AT 4-0 END STRUT TILTED SPECIAL 1ST CQMP CENTERLINE= 30.000~ . --... EFF DEPTH 28.5 RE= 5-0 RE= 3-0 RE= 0-11 RE= 5-11 RE= 30.000 RUN ON 5-28-98 ~6.5 3/4 1/2 1/2 PT LOAD OF 1, OOCY LBS AT PAµEL PT 11 21 . 9 6 ' LE -21 . 9 6 ' RE EXTRA SHEAR ADDED TO EACH WEB= 500,,. UNIFORM TC LOAD= 240 ,,-UNIFORM BC LOAD= 0 REACTIONS Rl= +5,730.00 R2::;: +5,730.00 MIN SHR= 1,432.50 ------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L 64.62 1 W2 ~10,953 0 5,382 13,338 2.267 TILTED END STRUT VlS -10,386 2 3 4 W3 -10,386 W4 -15,730 W5 -15,730 i::: W6 -21, 423 : W7 -21, 423 W8 -25,499 8 W9 ~25,499 9 WlO -27,958 10 Wll ~27,958 11 Wll -27,958 12 WlO -27,958 13 W9 -25,499 14 W8 -25,499 15 WT -21,423 16 W6 ~21,423 17 W5 -15,730 18 W4 -15,730 19 W3 -10,386 TILTED END STRUT VlS -10,953 20 W2 -10,953 21 SE SQ END 22 Vl END PNL 23 V2 INTERIOR 0 12,278 12,278 18,779 18,779 23,663 23,663 26,930 26,930 28,581 28,581 26,930 26,930 23,663 23,663 18,779 18,779 12,278 12,278 12,278 0 -----STD MAX TC COMPRESSION= -27,958.33 695 4,687 4-, 100 3,620 3,140 2,660 2,180 ;1., 700 1, 22.0 740 -740 -1,220 -1, 7_00 -2,180 -2,660 -3,140 -3,620 -4,100 -4,687 695 -5,382 VERTICALS 5,730 695 480 MAX MAX INT TC PANEL LENGTH= -24.00 MAX -896 -5,593 6,013 -5,386 4,758 -4,131 3,503 -2,876 2,248 -1,872 -1,872 2,248 -2,876 3,503 -4,131 4,758 -5,386 6,013 -5,593 -896 13,338 1.290 -1.078 1.307 -1.307 1.307 -1.307 i.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.078 -1.290 -2.267 36.78 30.73 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.73 36.78 64.62 -5,730 1.000 28.50 -896 1.290 36.78 · --480 1.000 28.50 BC TENSION= 28,581.49 INT BC PANEL LENGTH= TL= 11,460.00 PP DISTANCE 0-2 3-0 5-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-11 37-11 3/4 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 40-10 1/4 38-11 48.00 STRESS ANALYSIS: 30KA240/'l-Q,8 J2 ,J3'i- 8N00075""08 ·CALLAWAY G F •,f l JI- BASE LENGTH 43-11 BC PANLS LE= WOR.KING LENGTH 43-7 DEPTH 30 5-0 9 BC PANELS AT 4-0 EFF DEPTH 28.5 RE= 5-0 RUN ON 5-28-98 4-0~ TC PANLS LE= 3-0 FIRST HALF LE= 0-11 FIRST DIAG LE= 5-11 3/4 1/2 1/2 END STRUT TILTED SPECIAL 1ST COMP RE= 3-0 3/4 RE= 0-11 1/2 RE= 5-11 1/2 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 MULTIPLE LOADING: DL +/-WL PT LOAD OF 1,000'1:iBS AT PANEL PT 11 21 . 9 6 ' LE -21 . 9 6 ' RE HORIZONTAL FORCES AT ENDS LEFT END TC= 6,800.00,.,. BC= RIGHT END TC= -6, 800. oo-BC= ,, EXTRA SHEAR ADDED TO EACH WEB= 500 0.00 0.00 UNIFORM TC LOAD= 112,.,. UNIFORM BC LOAD= 0 REACTIONS Rl= +2,940.67 R2= +2,940.67 MIN SHR= 735.17 WEB L 64.62 -------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR 1 W2 -12,454 0 2,778 TILTED END STRUT VlS -12,18~ ..., W3 -12,189 · W4 -15, 015 ..,, w5· -15,015 5 W6 -18,121 6 W7 -18,121 7 W8 -20,472 8 W9 -20,472 9 WlO -22,069 10 W11 -22,069 11 Wll -22·,069 12 W10 ~22,069 13 W9 -20,472 14 W8 -20, 472 15 W7 -18,121 16 W6 -18,121 17 W5 -15,015 18 W4 -15,015 19 W3 -12,189 TILTEP END STRUT VlS -12,454 20 W2 -12,454 S·E SQ END Vl END PNL V2 INTERIOR 0 6,380 6,380 9,863 9,863 12,591 12,591 14,565 14,565 15,784 15,784 14,565 14,565 12,591 12,591 9,863 9,863 6,380 6,380 6 I 3.80 0 ------STD 21 22 23 MAX TC COMPRESSION= -22,069.44 324 2,454 2,180 1,956 1,732 1,508 1,284 1,060 836 612 -612 -836 -1,060 -1., 284 -1,508 -1,732 -l,956 -2,180 -2,454 324 -2,778 VERTICALS 2,940 324 224 r,---·-INT TC PANEL LENGTH= .24.00 MAX MAX WEB F 7,434 -418 -3,185 3,503 -3,210 2,917 -2,625 2,332 -2,039 1,746 -1,453 -1,453 1,746 -2,039 2,332 -2,625 2,917 -3,210 3,503 -3,185 -418 7,434 csc 2.267 1.290 -1.078 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.078 -1.290 -2.267 36.78 30.73 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.73 36.78 64.62 -2,940 1.000 28.50 -418 1.290 36.78 -224 1.000 28.50 BC TENSION= 15,784.81 INT BC PANEL LENGTH= TL= 5,881.33 PP DISTANCE 0-2 3-0 5-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-11 37-11 3/4 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 40-10 1/4 38-11 48.00 STRESS ANALYSIS: 30KA240/1-'<-8 8N00075-08 CALLAWAY G ~ '1. ~ -" BASE LENGTH 43-11 WORKING LENGTH 43-7 5-0 J2 J 34-J DEPTH 30 EFF DEPTH 28.5 5-0 RUN ON 5-28-9f L/41 BC PANLS LE= TC PANLS LE= FIRST HALF LE= FIRST DIAG LE.= 3-0 3/4 0-11 ·1;2 5-11 1/2 9 BC PANELS AT 4-0 END STRUT TILTED SPECIAL 1ST COMP RE= RE= RE= RE= 3-0 3/4 0-11 1/2 5-11 1/2 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 MULTIPLE LOADING: DL +/-WL PT LOAD OF 1,000,,.LBS AT PANEL PT 11 21 . 9 6 ' LE ,· 21 . 9 6 ' RE HORIZONTAL FORCES AT ENDS 0.00 0.00 LEFT END TC= -6, 800. 00,,. BC= RIGHT END TC= 6, 8.00. oo---BC= ,..-· EXTRA SHEAR ADDED TO EACH WEB= 500 UNIFORM TC LOAD= 112 / UNIFORM BC LOAD= 0 REACTIONS Rl= +2,940.67 R2= +2,940.67 MIN SHR= 735.17 WEB L 64.62 -------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR 1 W2 TILTED END VlS 1,145 0 2,778 ? W3 W4 ";1; W5 5 W6 6 W7 7 W8 8 W9 9 WlO 10 Wll 11 Wll 12 WlO 13 W9 14 W8 15 W7 16 W6 11 ws· 18 W4 19 W3 TILTED END VlS 20 W2 STRUT 1,410 1,410 -1,415 -1,415 -4,521 -4,521 -6,872 -6,872 -8,469 -8,469 -8,469 -·8,469 -6,872 -6,872 -4,521 -4,521 -1,415 ·-1, 415 1,410 STRUT 1,145 1,145 21 SE $Q END 22 Vl END PNL 23 V2 INTERIOR 0 6,380 6,380 9,863 9,863 12,591 12,591 14,565 14,565 15,784 15,784 14,565 14,565 12,591 12,591 9,863 9,863 6,380 6, 38'0 6,380 0 -----STD MAX TC COMPRESSION= -8,469.44 324 2,454 2,180 1,9$6 1,732 1,508 1,284 1,060 836 612 -612 -836 -1,060 -1,284 -1, 50·8 ~1,732 --1,956 -2, 1$0 -2,454 324 '-2,778 VERTICALS 2,940 324 224 -.. INT TC PANEL LENGTH = 24. 00 MAX MAX WEB F 7,434 -418 -3,185 3,503 -3,210 2,917 -2,625 2,332 -2,039 1,746 -1,453 -1,453 1, 74-6 -2,039 2,332 -2,625 2,917 -3,210 3,503 -3,185 -418 7,434 csc 2.267 1.290 -1.078 1.307 -1.307 1.307 -1.307 1.307 .-1. 307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.078 -1.290 -2.267 36.78 30.73 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.73 36.78 64.62 -2,940 1.000 28.50 ~418 1.290 36.78 -224 1.000 28.50 BC TENSION= 15,784.81 INT BC PANEL LENGTH= TL= 5,881.33 PP DISTANCE 0-2 3-0 3/4 5-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-11 37-11 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 40-10 1/4 38-11 48.00 STRESS ANALYSIS: 30KA240/Lz8 8N00075-08 CALLAWAY G F J2 J:3'1-/ 7 'i -" BASE LENGTH 43-11 WORKING LENGTE 43-7 5-0 DEPTH 30 EFF DEPTH 28.5 5-0 RUN ON 5-28-98 foi b'-PANLS LE= TC PANLS LE= FIRST HALF :LE= FIRST DIAG LE= 3-0 3/4 .0-11 1/2 5-11 1/2 9 BC PANELS AT 4-0 END STRUT TILTED SPECIAL 1ST COMP RE= RE= RE= RE= 3-0 3/4 0-11 1/2 5-11 1/2 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 MULTIPLE LOADING: DL + 0.75(LL +/-WL) PT LOAD OF 1,000/LBS AT PANEL PT 11 21 . 9 6 ' LE .,,.. 21 . 9 6 ' RE HORIZONTAL FORCES AT ENDS LEFT END TC= 5,100.00 ,,.. BC= RIGHT END TC= -5, 100. 00 -BC= ,,.. EXTRA SHEAR ADDED TO EACH WEB= 500 0.00 0.00 UNIFORM TC LOAD= 208. / UNIFORM BC LOAD= 0 REACTIONS Rl= +5,032.67 R2= +5,032.67 MIN SHR= 1,258.17 ------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR WEB F CSC WEB L 64.62 1 W2 -14,729 0 4,731 11,862 2.267 TILTED END STRUT VlS -14,237 2 W3 -14,237 •1 W4 -18, 952 W5 -18,952 5 W6 -23,998 6 W7 -23,99'8 7 W8 -27,642 8 W9 -27,642 9 WlO -29,886 10 Wll ~29,886 11 Wll -29,886 12 WlO -29,886 13 W9 -27,642 14 W8 -27,642 15 W7 -23,998 16 W6 -23,998 17 W5 -18,952 18 W4 -18,952 19 W3 rl4,237 TJLTED END STRUT VlS .,.14, 72,9 20 W2 -14,729 SE SQ END Vl END PNL V2 INTERIOR 0 ;10,803 10,803 16,550 16,550 20,895 20,895 23,839 23,839 25,382 25,382 23,839 23,839 20,895 20,895 1.6, 550 16,550 10,803 10,803 10,803 .-o -----STb TC COMPRESSION= -29,886.11 602 4,129 3,620 3,~04 2,788 2,372 1,956 1,540 1,124 708 -708 -1,124 -1,540 -1,956 -2 / 3 72 -2,788 -3,204 -3,620 -4,129 602 -4,731 VERTICALS 5,032 602 416 21 22 23 MAX M:n.~. INT TC PANEL LENGTH= 24.00 MAX MAX -777 -4,991 5,386 -4,842 4,298 -3,754 3,210 -2,666 2,123 -1,644 -1,644 2,123 -2,666 3,210 -3,754 4,298 -4,842 5, 3.86 -4,991 -777 11,862 1.290 -1.078 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -i.307 1.307 -1.307 1.078 -1.290 -2.267 36.78 30.73 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.73 36.78 64.62 -5,032 1.000 28.50 -777 1.290 36.78 -416 1.000 28.50 BC TENSION= 25,382.32 INT BC PANEL LENGTH= TL= 10,065.33 PP DISTANCE 0-2 3-0 5-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-11 37-11 3/4 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 40-10 1/4 38-11 48.00 STRESS ANALYSIS: 30KA240/'-~$ BN00075-08 CALLAWAY G J BASE LENGTH 43-11 WORKING LENGTH 43-7 J2 J ?14-. I .DEPTH 30 BC PANLS LE= 5-0 9 BC PANELS AT 4-0 EFF DEPTH 28.5 RE= 5-0 RUN ON 5-28-98 4'b9 TC PANLS LE= 3-0 FIRST HALF LE= 0-11 FIRST DIAG LE= 5-11 3/4 1/2 1/2 END STRUT TILTED SPECIAL 1ST COMP RE= 3-0 3/4 RE= 0-11 1/2 RE= 5-11 1/2 DEPTHS LE= 30.000 CENTERLINE= 30.000 RE= 30.000 MULTIPLE LOADING: DL + 0.75(LL +/-WL) PT LOAD OF 1, 0-00,.,..-LBS AT PANEL PT J,.1 21 . 9 6 1 LE -21 . 9 6 1 RE HORIZONTAL FORCES AT ENDS LEFT END TC= -s,ioo.oo/ BC= RIGHT END TC= 5,100.00-BC= / E4TRA SHEAR ADDED TO EACH WEB= 500 0.00 0.00 UNifORM TC LOAD= 208 ,,, UNIFORM BC LOAD= 0 RRACTIONS Rl= +5,032.67 R2= +5,032.67 MIN SHR= 1,258.17 -------------STRESS ANALYSIS------------- NO MEM TC F BC F SHEAR 1 W2 TILTED END VlS -4,529 0 4,731 ?-·-. W3 W4 4 W5 5 W6 6 W7 7 W8 8 W9 9 WlO 10 Wll 11 Wll 12 WlO 13 W9 14 .W8 15 W7 16 W6 17 W5 18 W4 19 W3 TILTED END VlS 20 W2_ STRUT -4,037 -4,037 -8,752 -8,752 -J,.3,798 -13,7,98 -17,442 -17,442 -19,686 -19,686 -19,686 -19,686 -17,442 -17,442 -13,798 -13,798 -8,752 -8,752 -4,037 STRUT -4,529 -4,529 SE SQ END Vl END PNL V2· INTERIOR 0 10 I 8·03 10,803 16,550 16,550 20,895 20,895 23,839 23,839 25,382 2-S,382 23,839 23,839 20,895 20,895 16, 5.50 16,550 10,803 j.0,803 10,803 -0 --""--STD TC COMPRESSION= -19,686.11 602 4,129 3·, 620 3,204 2 t 7'88 2,372 1,956 1,540 1,124 708 -708 -1,124 ~1,540 -1,956 -2,372 -2,788 -3,204 a,3,620 -4,129 602 -4,731 VERTICALS 5,032 602 416 21 22 23 MAX_ I\' INT TC PANEL LENGTH= 24.00 MAX MAX WEB F 11,862 · -777 ~4,991 5,386 -4,842 4,298 -3,754 3,210 .:.2, 666 2,123 -1,644 -:it 644 2,123 -2,666 3,210 -3,754 4,298 -4,842 5,386 -4 t 991 -777 .il,862 csc 2.267 1.290 -1.078 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.307 -1.307 1.078 -1.290 -2.267 WEB L 64.62 36.78 30.73 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 37.25 30.73 36.78 64.62 -5,032 1.000 28.50 -777 1.290 36.78 -416 1.000 28.50 BC TENSION= 25,382.32 INT BC PANEL LENGTH= TL= 10,065.33 PP DISTANCE 0-2 3-0 5-0 5-11 7-11 9-11 11-11 13-11 15-11 17-11 19-11 21-11 23-11 25-11 27-11 29-11 31-11 33-11 35-11 37-11 3/4 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 40-10 1/4 38-11 48.00 30KA240/128 J2, J3+ 8N00075-08 CALLAWAY GOLF ------~ MULTIPLE ANALYSIS SUMMARY BC COM 0 r.-1_ - i 2 3 4 5 6 7 8 9 10 l;L 12 13 14 15 16 17 18 19 20 2.1 22 23 TC TEN TC COM BC TEN 1,145 -14,729 0 1,410 -14,237 12,278 0 -18,952 12,278 0 -18,952 18,779 0 -23,998 18,779 0 -23,998 23,663 0 -27,642 23~663 0 -27r642 26,930 0 -29,886 26,930 0 -29,886 28,581 0 -29,886 28,581 0 -29,886 2~,930 0 -27,642 26,930 0 -27,642 23,663 0 -23,998 23,663 0 -23,9~8 18,779 0 -18,952 . 18,779 0 -18., 952 12·, 278 1,410 -14,237 12,278 1,145 -14,729 0 0 0 0 0 0 0 0 0 0 'O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 r, ~MUM UNIFORM LOAD: TOP CHORD= 240 MEM 1 2 3 4 5 6 7 8 9 10 11 12 13 -------CONSOLIDATE LEFT TC TEN TC COM BC TEN 1,145 -14,729 0 1,4i0 -14,237 12,278 0 -18,952 12,278 0 -18,952 18,779 0 -23,998 18,779 0 -23,998 23,663 0 -27~642 23,663 0 -27j642 26,930 0 -291886 26,930 0 -29,886 28,581 0 0 0 0 0 0 0 0 0 & RIGHT BC COM -0 0 0 0 0 0 0 6 0 0 0 0 0 MAXIMUM UNIFORM LOAD: TOP CHORD= 240 WEB TEN 13,338 0 6,013 0 4,758 0 3,503 0 2,248 0 0 2,248 0 3,503 0 4,758 0 6,013 0 13,338 0 0 0 WEB TEN 13,338 0 6,013 0 4,758 0 3,503 0 2,248 0 0 0 0 WEB COM 0 -5,593 0 -5,386 0 -4,131 0 -2,876 0 -1,872 -1,872 0 -2,876 0 -4,131 0 -5,386 0 -5,593 0 -5,730 -896 -480 WEB COM 0 -5,593 0 -5,386 0 -4,131 0 -2,876 0 -1,872 -5,730 -896 -480 RUN ON 5-28-98 Lj-10 MEMBER1' SIZES: 30KA240/128 J2 ,j 3'f- 8N00075-08 CALLAWAY GOLF J fi_ .uING LOAD OUTSIPE DEPTH BC = 15 = = = 50,000.000 0.000 30·. 000 AREA= 0.4800 y(x) = 0.4900 TC = 20 Fb = ASS·UMED FORCE = ASSUMED EFF DEPTH= Ryy = 1.1295 Rz ·----.. 30,000.000 29,886.111 28.500 = 0.3460 = 1.2272 = 0.9347 1.000 28,135.275 L = 36.00 1.00 AREA= 0.6000 Rx = 0.6220 y ~ 0.5580 Sl = 0.4157 ACTUAL EFF DEPTH= 28.952 CORRECTED LOAD TC= 29,419.527 L/Iqc = 38.585 USING L = 24.00 L/Rz ~ 30.303 USING L = 12.00 Fa= 24,495.0 USING L/R= 38.58 MlU{ LOAD (FILLERS)= 29,687.97 FILLER PANELS RBQD = 8 Rz = 0.3960 Ryy Ss = 0.1608 Qs GAP BETWEEN CHORD= BC = L/Ryy= 2·9. 334 USING WITH FILLERS K= F'e= 100,301.96 Cm= 0.00000 26,007.52 16.00 MAX LOAD NO FILLER= FT FOR FILLERS = TC (fa/Fa) ~ MAX SHEAR CK= BC STRESS = MAX SH!SAR CK= 1.00086 USING TC= 20 = 2 X 2 X .156 11,945.34136 AT JOINT 11 29,307.57877 USING BC= 15 = 1 3/4 X 1 3/4 X .143 15,527.39855 AT JOINT 10 END PANEL ALLOWABLE END PANEL CHECK = A'--~L LOAD = 1 = fb PANEL ~T = Cm = PANEL P':L'= 2 0 , 3.(5 5 . 5 FIRST PANEL CHECK= N{IAL LOAD = Fa = fb PANEL PT = Cm = PANEL PT= 19,962.7 BOTTOM CHORD L/Rz= MAX BRIDGING CHECK MOMENT OF INERTIA= TC TENSION STRESS= END PANEL CHECK W= 240 FORCES REDUCED 10 % LEFT END LENGTH 14,499.06 AXIAL STRESS fa 15,165.92 F'e 8,282.98 fb MID-PANEL 0.924 fa/Fa = MID PANEL::;: 0.9047 NO FJ;LLERS LEFT END 14,015.71 16,851.02 8,282.99 0.902 MID PANEL= LENGTH AXIAL STRESS fa F'e fb MID-PANEL fa/Fa = 0.7448 NO FILLERS = = = = = = = = = 34.75 12,082.55 47,843.42 2,204.75 0.796 L/R= 87.75 34.75 11,679.76 47,843.42 1,216.25 0.693 L/R= 87.75 426.171 138.728 TC OAL/Ryy TC= 14.82' BC= 22.59' 447.7 LL 360= 202.0 LEN/360== 1.45 11 1,156.73 RUN ON 5-28-98 4-11 ----'----._ ·-·, : wEB nEsrrGN: 30KA240/128 J2, j -a4 RUN ON 5-28-98 8N00075-08 CALLAWAY GOLF '/I~ TC= 20 = 2 X 2 X .156 BC= 15 = 1 3/4 X 1 3/4 X .143 ------WEB DESIGN------ NUMBER SIZE QTY ACTUAL T ALLOW TACTUAL C ALLOW C WELD ANGLE NAME 1 W2 R9 1 13,338 21,417 0 3,369 2.8 1" ROD 2 W3 15 1 0 14,544 5,593 7,387 2.7 1 3/4 X 1 3/4 X .143 3 W4 05 1 6,013 8, 9·99 0 2,375 3.3 1 1/4 X 1 1/4 X .125 4 ws 15 1 0 14,544 5,386 7,287 2.6 1 3/4 X 1 3/4 X .143 5 W6 04 1 4,758 7,908 () 2,104 3.0 1 1/4 X 1 1/4 X .109 6 W7 11 1 0 10,877 4,131 4,157 2.3 1 1/2 X 1 1/2 X .125 7 W8 04 1 3,503 7,908 0 2,104 2.2 1 1/4 X 1 1/4 X .109 8 W9 ll 1 0 10,877 2,876 4,157 1.6 1 1/2 X 1 1/2 X .125 9 WlO 04 1 2,248 7,908 0 2,104 1.4 1 1/4 X 1 1/4 X .109 10 Wll 04 1 0 7,908 1,872 2,104 1.2 1 1/4 X 1 1/4 X .109 ----STANDARD VERTICALS ---- 11 SE 00 2 B 0 12,483 5,730 7,559 3.6 1 X 1 X .109 12 Vl 04 1 0 7,117 1,044 1,943 0.7 1 1/4 X 1 1/4 X .109 13 V'?, 00 1 0 6,241 627 1,217 0.4 1 .X 1 X .109 TOTALi WELD= 132 .K = 1.00 MIN COMP= 0.25 TECHNICAL DATA Date Saved: 02/04/2008 12:43:00 JOB NAME XX190HRH001) REP. OFFICE Climatec -San Dieqo JOB DESCRIPTION Callawav Hdqt Cafateria SALESMAN EJS ,., ......... / \ I, ' MODE.L NUMBER RDS802C · ENGINEER - UNIT TAGGING AHU 1-3 VERSION 4.39 ·,, SUPPLY RETURN / EXHAUST Air volume "" 13060 scfm Altitode . ......... 0 ft External static ""io2.50 ins WC Total static 5.13 ins WC CASING DETAILS · -Unit dimensions (H x W x L ins) 56 X 94x262 Unit weiqht ( lbs ) · 5599 Exterior Beige oolvester oaint exceedinq ASTM B117 salt sorav standard Liner None Insulation 1 ". 3/4# .fibernlass Doors Single lever access doors on both sides ,, EL_ECTRICAL DETAILS Unit voltage ..... ""' 460/60/3 MCA( amos) ~ 25.4 . MROPD ( amps ) 45.0 SCCR ( kAIC) 22.0 Field connection 1 Power block · Control box location " CONTROLS DETAILS Temperature controls -DAG -LonTalk comm card Airflow controls One.duct static pressure sensor Auxi!iarv controls None Startinq ootions Across the line . SPECIALS Static pressure 10:00 in~ WC I Weight 10.00 lbs RETURN .AJR SECTION Return air option 0-100% Economizer with Plenum options None barometric_ damper Opening location .Bottom Smoke detector None . ·Air pressure drop 0.15 ins WC FILTER SECTION Type Flat Face area 24.0 ft2 Efficiency -65 % Air pressure drop 0.88 ins WC Face velocity 544 fpm (AHU 1-'3) Page 1 of 3 McOuav· ·fiiMritrttM11 { , ... ._._~ TECHNICAL DATA Date Saved : 02/04/2008 12:43:00 Cf-tlLLED WATER C.OIL SECTION Coil model 5WS1206C · Number of coils 1 Total capacity " 676205 Btu/h Number of rows ,........_ 6 ·Sensible capacity ~ 368981 Btu/h Fins per inch ~' 12 Entering db/wb ..... 77.0 / 68.0 F Entering water ....... 45.0 F ;Leaving db/wb "'-51.2 / 51.0 F Leaving water ......... 53.2 F Finned heiQht x length 48.0 X 7~.0 irn~ Water flow rate " 165.00 gpm Face area 26.0 ft2 C_oil water PD ----... 20.70 ftHD Face veloctty , ...... 502 ftlm Valve water PD 0.00 ftHD Coil air pressure drop "" .. 1.36 ins WC PipJng water PD 0.00 ft/HD Connection type Cu tube (MPT·Cu) _ Water velocity 5.50, Ft/s Connection Qty x size 1 -2.5 ins Fin material O.OQ75'Aluminum Connection location Opposite drive side · Tube material 0.020~om Cu std Mod 3 -wav valve None Header material Cooner Glycol type(%) None ' Case material None "'-Drain pan Stainless steel Coil co<;le HOT WATER HEAT ' ' Type .. Hotwater ·Rows/ FPI ..... 1/9 - EDB/LDB '"""" 56.0)85.7 F Mod 3-wav valve None Capacity "' 4.23799 ., Btu/h Water flow rate ~"" 32.40 Qpm EWT/LWT "' ' ,180.0/153.8 F Coil water PD --... 2.80 Ft Air pressure drop "" 0.24 ins WC Valve water PD 0.00 Ft PioinQ water PD 0.00 Ft SUPPLY f AN S_EC"[ION '-., Air\/olume " 13060 cfm Motor power " 15.00 hp Total static pressure . 5.13 ins WC Motor type ODP, Hii:Jh efficiency Fan type/Class -DWDI AF / Class II Motor efficiency High Fan wheel diameter 24.50 ins Full load current 20.3 A Brake horsepower "'~13:M hp Lock rotor current 150.5 A Operating speed ...... 1644.7 rom Drive ser. factor/Type Standard I Fixed pitch Air modulation Inverter mounted in SAF section Fan isolation Spring w/ seismic snubbers DRIVES Fan sheave 2B5V48 .. Motor sheave 2B5V44 Number.of belts 2 Belt 5VX530 DISCHARGE PLENUM SECTION . Bottom Smoke detector None ;; l >'lr-:m~r(\ options I :.!en-:·, . . ' ,,Ait:,,:P.fi';S.$i_if$·'.,':Jr~)"l . o,mY ;',~-V\~ ; ~: ••-..,,,-,---~ ... -~~---...---~~~~·~-w.--,. ,.._ .. ~.;._.,~ -;-1""1-oi..-.,:.,,.~•~~¾·.,..._?-la/;,:r~-,,.~~ • ..--....,,,,....-..,!,..,..,.....,.,_._,.,._.,...,.;,.._,,...,...............,.,.._,;:;.., :...-.. , ,._,_ ~. '~-1"",•'f?"~-"'P',f;.»·~...,, 1 ,, •,.-J."f':.!/ • ... f",,_,-,.~---·,.-~-~ .. -~_.....,,.~';,-f.,-~~O!'-,,::;....,_.,..,,.._,....,,_..,.~•'t""'-'\:f-•-'l:.~\~1\N'~~-f'_..'"3--,.'!'-'):•-f/"9-0.~'~"""°-·<•,;".-;•-,-•.-~-,...."!'J7'"_..,..,,_,.,H .. , .. ~~•}'--,r, "i>"' . H'<lQTE$'. -. · ,, . . .. . ' ,., r ·-:-:--:· --------·---,----------.. ~-,~~ .. ~,,.;,..:::.-v •• ,r.~ .. ' ~ ·-·~-•• ·--· ..... ---·--••••• ___ , -----· • ·,-~· ~ ·----~·-· ·. . -____ ...., __ ~~-·-~-----~-----. ·: );~;,~ ;,t::L~~~:;.; .. ..,.. ___ , . .:. ,:-:-·;;,:~~~;:~-~~-~,,~-'1:~;~_,,~~~~;:-:~~~:'"'"'·~--,,...., .::-· .•;:'-~~;sl,,. ~:?"..,._ __ ~_: ___ ........... ~~~~~~-;.4 .... ~--...... , -.. : ·;. · ,~i~·~l--~F~~~;~r;tc:.$;,%t-r:u~)~J.~_T;n€iil~ .. ,,, ~.:::··:~::::~·-: {~:~~:;:::~~~~:-~:~ ·_: :.:~ ·: .. ~~ -~.~::~~:,,. :.~~:·:~;~~--~~-~:~::.~~=~~::=1 . .. , ____.--,. _ _,_-, . ~ tli ,. ~; , . , , l , :-' , ~-y ·'~l"o'j" .. -, .. :, ,,. . , , I J~~,--" -1~~~a~t~::~:~_:::~_-'. ! Opening A Return air inlet B Coil piping entrance C Condensate drain connection (1.5 MPT) D Coil piping entrance E Discharge air outlet Dimensions measured from EB 0 ~: (J) 2 I r--.. ---~ X y z W(Width) H{Height}. 10.00 6.00 0.00 82.00 24:00 104.50 49.00 0.00 38.00 13:00 100.00 95.50 2.70 -- 121.00 6.Q0 0,00 6.50 29:00 232.00 12.00 0.00 76;00 20.00 .. @ \l, 1-------, -I l l i -. I ; Bi -I 0 : I A' ------.!· . '\I (X) ' -- t.O " : o·------1 .___ -\_~ 52.0 128.0 I 40.0 I 40.0 I ,.__ -I ,__ I ~ -I ,.__ I --+ I -I I ._I__ ~ \. J..) 1 !1EW: RAWN: OB NAME: NIT TAGGING: 0 In LOO.O ORA IN CONN. I General Arrangement No Ends 02-April-2008 (12:44) Callaway Hdqt Cafateria AHU 1-3 262.0 ..... .. -~ ' : ·. . ' ' ' _ .. q :E~: ··~···. : f-'... .. . 0.( n.r ·. .. . I -.. Ocf>, . I I 62.0" 1 ~E FIGURE l -40.0 I .. l G; (oj l --- ·. I l ,- ! ~~ ,,_ ,-r--r ... -, :·. . --.,;.., t ,. ! <l'( j •,:. f :T o .!, • • • z •,• d: > i f, ' , , I i •, f , ~·" ·:1:>''1d: . 1~1: r . i .·. -n +':! ' .. c·i t-g , !·""t'1. f · i · rm1· :1.§ -·. -· a r,11.--,-:;--,.:·'-r,r.; :f-' •.§ !1 :!~ t ;·~--:t.,.q----.~l ! : . i, ·· ·i ~ .. ~ \ 4 .. 1 P°~ · . l • : ·:fh1·'i ., ;\ 'l !~. ~ I .: , 1 m -· 1 ; -, 1v: · ! ' . '. !()1 ··i ; 'i .) 1· -1' : : ' ' -" 1. I ' • . t .. ~ • l :~ :·1 . ·¥ ·, 2 · } i:: :-o· l'i :·I. I : : .. f ~ ~ . ·~ f : ; \ t ~ f '. ·j : ! .(i, •, . ~ ; · '. · 1 f I rr;,;. T;~i··.-·-r1:i' t , ;, · i ; l : · i .. ,, i j·li~10:-:•.· -P'!l . t i .J' f -;,1~ I i~.,~ r,,>J 1~ ·r : ,: -f . ....,_ •oh::ir-,: ... -~ . • • i'ri ·1 .:c:--1,:;,1 .. :-i Pi · '1-1 · 1 { .,. ! 1 · , · i t ( ' 1 . · , '. 1· ii (f:rj !' . :" l ( _. 1· ' I : l~·i -1 . ! · \ ·. · · ,. ) .. -. .,\ ., .. ! . ' I ~f i , :·~ ;-1~ ~· r .1 . r . i t . \ · ; , :~fl· ·J. l ._; _.:;: ! 1_: -•~ -\. . ' t I ! l '{ I ~ ( ·-l i ·~-,-! .. ,;;, ... , .. ; ... _-;-.· i. r· ! i~-., , (J~ i <:J; ( • -~ .1 z ; c: \ril~-1 ···· ,··:· ".r r!f' ~~j~t;, ·····: t ~. i . ;;!; • a,: 1 •,1, .. , ,. ' : • " ' • ··' I l r i · . IC f·:i~--l -;-\ 1 i r-==· t ' ,; ,, t 1' r i j , , . i { · 1 . -._ • C 1 1' j !L[)l: i, ~ .~· -~· : ; • I~-·~ ~ ) , ~ -1 lf'l ,,21 : i . ; J '"t-: ... . 1 lf1 \(0, i } ! :_ \· ' l' I Fl t , -:,--1 · • r -,· c ( ; . ; .. ..,,,: . ~ ~ ' ; .. .c i . ·'":;I ·.1 i · .. ; i : :.s! : ! '.·.· ·\: 1 : · _· f I ~ ; • f : • \ ' . ~ s t ~ I . ·o-,,, ,.-,A,. ,,i;: ,,;<· ~ .. ;, C, l '""'' .-:,v 1 , i • • • I i ! . ; i L > ; ' ! : l I I~~ -i ., ; ... l I ~~ t -Y Mc~u..J.1.-9 'L-. l • ,... h ________ .:..;:___~_ =--L--~ ! : . _. ,}12:ttttMfflll rJS-_: l ~ODEL: RDS802C ......... -. Ope·ning A Return air inlet B Coil piping entrance C Condensate drain connection (1.5 MPT} D Coil piping entrance E Discharge air outlet Dimensions measured from EB X 10.00 104.50 100.00 121.00 232.00 y 6.00 49.00 95.50 6.00 12.00 Z W{Width) H(Height) 0.00 82.00 24.00 0.00 38.00 13.00 2.70 - 0.00 6.50 29.00 0.00 76.00 20.00 ,.._ ,4 r 52.0 +2s.o+ 40_0 _ + 40_0 + 52.o + 40_0 ·I IEW: RAWN: 08 NAME: UNIT TAGGING: ,.ODEL: I I , -~ . I , I -I ~ I -I ' --, I I , I l -I r ~ , _ I I '. \_ LJ - 0 _n ~-00.0 ORA IN CONN. Right Side 02-April-2008 (12:44) Callaway Hdqt Cafateria AHU 1-3 RDS802C ·--- ~ \0/ + 0 '--- 282.0 z L::.. McOuav® Air Conditioning .,~~ .. -· Opening A Return air inlet e Coil piping, entrance C Condensate drain connection (1,5 l\i1PT) D Coil piping entrance E Discharge air outlet Dimensions measured from EB IEW: PRAWN: UOB NAME: '.UNIT TAGGING: iMODEL: Top 02-April-2008 (12:44) Callaway Hdqt Cafateria AHU 1-3 RDS802C X 10.00 104.50 100.00 121.00 232.00 y 6.00 49.00 95.50 6.00 12.00 Z W(Width) H(Height) 0.00 82.00 24.00 0.00 38.00 13.00 2.70 - 0.00 6.50 29.00 0.00 76,00 20.00 B ' . I i ~-------- ~ ,.., ,, ~ SEE FIC-URE l ! ! I ! i : ·---·-·------------ j__. McOuav· ------=--z -....... . Air Conditioning TECHNICAL DATA Date Saved : 02/04/2008 12:44:00 JOB NAME XX1901 (RH002) REP. OFFICE Climatec -San Diego JOB DESCRIPTION Callaway Hdqt Cafateria SALESMAN EJS MODEL NUMBER RDS7088 ENGINEER - UNIT TAGGING . AHUt~4 VERSION 4.39 SUPPLY. RETURN / EXHAUST Air volume '\ 5730 scfm Altitude ' 0 ft External static ' 1.50 ins WC Total static 2.02 ins WC CASING DETAILS Unit dimensions (H x W x Lins) 52x68 X 147 .Unit weii:int ( lbs ) .,2071 Exterior Beige oolvester oaint exceedina ASTM 8117 salt sorav standard Liner None Insulation 1", 3/4# fiberalass Doors Sinale lever access doors on both sides .... ELECTRICAL DETAILS Unit voltaqe "" 460/60/3 MCA( amps) " 8.8 MROPD ( amps ) 15.0 SCCR ( kAIC) 10.0 Field connection 1 Power block Control box location Supply fan section CONTROLS DETAILS Temperature controls Power oackaae Airflow controls None Auxiliary controls None Startin!=! options Across the line SPECIALS Static pressure 10.00 ins WC I Weii:iht f 0.00 lbs RETURN AIR SECT{.ON Return air option 100% OA hood with damper Plenum options None Opening location None Smoke detector None Air pressure drop 0.11 insWC .. FILTER S'ECTION Type AnQular Face area 20.8 ft2 Efficiency 30 %. Air bressure droo 0.11 ins WC Face velocitv 275 tpm (AHU 1-4) Page 1 of3 McOuav· AirConditiohing TECHNICAL DATA Date Saved: 02/04/2008 12:44:00 COM13lNATION COOLING COIL & HEATING COIL SECTION ,,. ...... ~ ... HOT WATER COIL . . Coil model 5WQ07018 Number of.coils ..... 1 Capacity ' 172531 .. Btu/Ii Number of rows ' 1 Enterinq db ....... 42.0 F Fins per inch " 7 Leavina db ...... 69.5 F Entering water ' 180.0 F Finned heiqht x [enath 39.0 x48.0 ins Leaving water ...... 148.2 F Face area 13.0 ft2 Water flow rate ....... 10.90 aom Face velocity '" 441 ftlm Coil wafer PD ...... 1.10 ftHD Coil air pressure drop "'-0.06 ins WC Valve water PD 0.00 FtHD Connection type C steel (Threaded) .. Pioinq water PD 0.00 ftHD Connection Qty x size 1.50 ins Watervelocitv 1.70 ft/s Connection location Opposite drive side Fin material 0.0075" Aluminum Glycol type (%) None Tube material 0.020" Norn Cu std Header material Coooer Case material Galvanized steel Coil code 5WQ0701 B0390004800HRHRCGAHH20SC017 A7ST0300C000300C0001500150YAY AA YYYYYYYYYYYYYYYYYYYYYYYYY SUPPLY FAN SECTION Air volume " 5730 cfm Motor power ' 5.00 hp Total static pressure , 2.02 · insWC Motor type ODP, High efficiency Fan type/Class ' .OWDI AF/ Class II Motor efficiency High Fan wheel diameter ·, 16.00 ins Full load current 7.0 A Brake ncirseoower ~ 3.47 _hp Lock rotor current 47.0 A . Operating speed 2172.4 rpm Drive ser. factorffype Standard I Variable pitch Air modulation No modulation Fan isolation Spring w/ seismic snubbers DRIVES Fan sheave BK50H Motor sheave 1VP65 Number of belts 1 Belt B62 DISCHARGE PL.ENUM SECTION Openinq location I Bottom I Smoke detector !None Plenum options . !None .. I Air pressure drop I0.23 ins WC !NOTES · SHIPPING SECTION DETAILS Lenqth (inches) Weight (lb) · Section 1. 147.00 -~ 2071.00 TOTALS 147.00 '2071.00 - WARRANTY DETAILS Parts Heat Exchanger Standard ( yrs ) · 1 0 -Extended ( yrs ) 0 0 (AHU 1-4} Page2 of 3 McQuav· ·@ffitjftt@j ... ~~·. Opening A Coil piping entrance B Condensate drain connection (1.5 MPT) C Discharge air outlet Dimensions measured from EB IEW: RAWN: lios NAME: lLJNIT TAGGING: [MODEL: Lf) I'-.. <..O General Arrangement No Ends 02-April-2008 (12:44) Callaway Hdqt Cafateria AHU1-4 RDS7088 X 74.00 68.32 120.50 y 41.50 -1.50 8.75 Z W(Widtlh') H(Height) 0.00 18.00 6.00 3.83 - 0.00 50.00 20.00 r--11 I '!Al 000· ·1 I : I JI· , ...... .! F1 ,-.n 33.0 + B 'bi--_ ORA IN -,....' .~ 7.0 o· "I • C=:) 33.0 (.0 ~ lI'I ~ .\ / .., 'I\- 'i McOuav® Air Conditioning Opening A Coil piping entrance B Condensate drain connection (1.5 MPD C Discharge air outlet Dimensions measured from EB X y z W(Width) 74.00 41.50 Ci.OD 18.00 68.32 -1.50 3.83 - 120.50 8·.75 0.00 50.00 H(Height) 6.00 20.00 ', / ,.; ,, '\Ir ~ ~ 33.0 t 48.0 ---'--~-+ 33.0 t 33.01 + 0 0 .~ IS) 7.0 DRAIN CON , IEW: Right Side DRAWN: 02-April-2008 (12:44) 2 M o ® UQB NAME: Callaway Hdqt Cafateria ~ C UCl\f luNIT TAGGING: AHU 1-4 y MODEL: RDS708B _,, .. ,_, ____ x.__l Air Conditioning Opening A Coil piping entrance 8 Condensate drain connection {1.5 MPT) C Discharge air outlet · Dimensions measured from EB ~ Ln· "" (_Q I--- X 74.00 68.32 120.50 y 41.50 -1.50 8.75 Z W(Width) H(Height) 0.00 18.00 6.00 3.83 -• 0.00 50.00 20.00 r--111 · 000 I jA I : I n. 1 rf .. "'------ ....... ) ,.J / .,. ~ l i ~ ·o I co ,2 ~ (]r I ~.------ ~IEW: DRAWN: Top 02-April-2008 (12:44) )JOB NAME: Callaway Hdqt Cafateria '.UNIT TAGGING: AHU 1-4 t,IODEL: RDS708B }-. McQuCIY ----··---·······~z -Air Conditioning All dimensions are in inches. For additional discharge posftions see pag_e 9. Wheel Diameter= 24½ in. Shaft Diameter = 1 in. Outlet Area =-3.40 ft2 . Max Motor Frame Size = 256T Tip Speed = 6.41 x RPM Maximum BHP = (RPMll13)3 Max RPM= 1225 Unit Weight = 546 lbs 9 10 11 12 CFM x 1000 .. :· St,:3tic-Pressure-in Inches -· .. --••• -• -----~--···--····. -__ OM ________ .. \_.0;75). CFM ov 0.25 0.5 1.0 1.25 ·1.5 1.75 2.0 2.25 2.5 RPM BHP RPM .BHP]RPM ~BHP RPM -BHP . RPM BHP RPM . BHP -RPM BHP RPM BHP RPM BHP RPM BHP . 2800 848 413 0.19 503 0.33 - 3150 955 442 p.24 524 0.38 3500 1061 473 · 0.29 548. 0.45 620 0.62 .. 3850 1167 504 0.35 576 · 0.52 642··· 0.70 704 0.90 4200 1273 536 0.42 60'4' 0.61 665 0.80· 726 1.00 780 1.22 .. 455Q :1379 568 .0.49 633 · 0.70 692. 0,90 747 1.12 802 1.35 851 1.58 · .. ~ 1485 (?01 0.58 66_4 6.81 . 720 _ 1:02 772 ·1.25, 824" .t49' -874--1.13· ·919 · 1,98 · · ... .. ,._ .. ~ --· -... .. -·-·-· . ·---- ( 525_0_ 1591' ·634 0.68 695. 0.92 (/48 1.15' .799 1.39 '846 1.64 · 895 1.90 941° 2.16 983 2.43 -·· .5600 1697' '668 -0.79 . 727 1.05 · 778 1;30 · 827 • 1.55 :872 .1,81: 917-·2.07 953· 2.35 1005 2.63 1045· 2.92 .. -·. 5950 .1804 ·702. 0.91 758· 1.19 809 1.45 855 1.72 900. 1.99 941. ·2,26. 984 2.55 1027: 2.85 .. '-1.067 ,3.15 1104 3.45 6300. 1910 736 ·1.05 ·791 1.34 840 1;$3. ~84 1.90 927 2.19 968 2.47 1007 ·2.77 · .1049 3.08 · _1088 3.39 1126 "3.71 6650 2016 771 1.20 823 ·1.50 871-' 1.8_2 914 ·2.10 956: 2-4°0. 996 :2.10 1034 3.01 1071 3.32 .1110 3.65 1148 3.98. 7000 2122. 806' 1.37. 856' 1.68 ~03·. ·2.01 · 945 ·2.32 984 2.63'.: :1024 .2.94. 1061 3.26 1097 3.59 :1132 3.92 1170 4;26 7350 935· ' 2228-841 1.55 889 · ·1.88 2.22 976 2.56 1015 .2,88. -1052.-3.20 1.089' ·.3.54 1124 3.87. ;1157. 4.21 ·1192 4.56'· 7700 2334 877-. 1.75. 923 2:09 967 . 2.45 · 1008 . 2.81' 1046' 3.14 . 1081_. 3.48 1117 3.83 1152 4.1'8 '1:185 4.53 1216 4.89 -~440- .. . . 8_Q5p 912 1.~7 957 ·2.32 . 999 2.69 1039 <l.07 1077 3.43 11:12 3.78 :!146 '4.14 1180 4.50 _ 1212 4.87 .. -.. Periof'!llance certified is for install~ion Type B .: free .il')let, ducted outlet. Power rating .(BHP) does not include transmission losses. Pertormance·ratings-do not include the effects of appurtenances (ac;;cessories). Sound Power [dB R~f 10·12 watts] % WOV = (CFM x 100)· / (RPM x 3.60) INLET SOUND POWER, Lwi RPM %WOY 1 .. 2 3 4 5· 6 7. 8 LwiA RPM %WOY 1 2 4 5 6 LwiA 3 7 8 -. 425 100 75 71 66 62 59 52 45 38 65 960 .· 100 84 86 89 82 76 74 70 65 85 90 75 70 65 61 57 ·50 43 . 35 64 90 84 85 87 80 75 72 68 62 83 80 . 74 · 69 ·62 60 56 49 41 34 62 80 83 84 87 79 74 71 66 60 83 70 74 68 60 59 55 48 40· 34 61 70 82 83 84 77 72 70 64 59 80 ·50 72 5s·. 59 59 55 48 40· 33 60 : 60 82 81 81 74 70 68 62 57 78 690 100 79 83 79 74. 70 67 62 56 77 1225 100 88 88 95 88 82 80 75 72 91 90 80 81 78 73 69 65 58 52 76 90 88 -87· 93 · 86 -81 78 74 69 89 -80 80 79 76 71 67 63 5(;, 50 74 .. 80 87 86 93 85 80 77 72 67 88 70 79 78 75 69 66 62 54 49 72 70 85 85 91' 84 79 76 71 65 87 60 78 78 71 68 . 65 · 61 52 47 71 60 86· -84 88 81-77 74 -59 64 84 The sound power lever.ratings shown are .in decibels, referred·to 10·" watts calculated per AMCA Standard 301. Values shown are for inlet Lwi _and LwiA sound power lev~ls for installation Type _B: fre~ inlet;ducted outlet. Outlet ratings include the effects of d~ct end correction. The AMCA Certified ratings Seal qpplies to air performance: ratings only. 16 . •. H-.. u._. All dimensions are in inches. Fc;ir additional.discharge-positions see page 9. Wheel Diameter =·111/a in. Shaft Diameter= 3/• In. Outlet Area =::0.76 .ft2 Max Motor Frame Size = 145T Tip Speed = 2;91 x RPM Maximum BHP : (RPM/2666)3 Max RPM = 2665 Unit Weight= 135 "lbs · ~ s en <D .c (.) :s .E Q} ::i (/) en Q} it 0 ·,.::; ro .._. CJ) 3.5 3.0 ' ' 2.5 ' ' ' 2.0 ' ' 1/~ ~,o 1.5 1.0 -,,-;::::;.. . StatiQ..Pressure in Inches .. CFM ov Q.25 0.5 \0:75 } \....1.0) . ( 1.25) 1.5 ... CFM x 100 1.75 2.0 2.25 RPM --. BHP ---- D=ie D,O?!,lblfl3 18 20 2.5 ct, tV . ~ RPM BHP RPM BHP RPM lrHP RP_M BHP RPM BHP RPM BHP RPM BHP RPM BHP RPM BHP RPM BHP 500 · : 641 898 0.04 1094 . O.Q7 1264 0.10 .. ~ I.' j .• . ; . i 770. 992 0.,05 11'('6 0.09_ 1331 0.12°: 1475 0.17 · ~- ~ ~ 898 1089 0;07 1263 0.11 1411 0.151 1542 0.11) 11668 0.24 1783 0.29 800 1026 1192 0.09 1356 0.13 1496 0.18 1622 o.g2 1735 0.27 1849 0.33 1955 0.39 2054 0.45 ~ ~ 1155 1299 0.11 1452 0.16 1586 .0:21__.; 1707 0.26 1818· 0:31 1920 0.37 2022 D.43 2120 0.49 2212 0.-56 2300 0.63 ¢> 100.0 "1283 1408 0.14 1550 0.20 1680 0.25 ·17..95 0.31 1903 0.36 2003 0.42 2097 0.48 2187 0.54 2279 0.61 2366 0.68 } 1100 141,2 1519 0;18 1653 0.24 1776 o.;3g 1888 0.36 rn~1. 0.42 .?.9.?.8 -~-~-~-2180 0.54 2268 0.61 2349 0.67 2433 0.75 tk. . . ·-. 1200 1540 '1631 0:22 1759 0.28-1874 0.35. 1983 0.41-2083 D.48· 2176 0.54 2266 0.61 2351 0.68 2433 0.75 2511 ·0.82 ·.1300 1668 1744 0;27 1867 Q.34 1975 0.40 2080 0.47 ·2177 ·0.55 2~68 0.62 .2354 0.69 2437 0.76; 2517 D.84 2594· D.91 .,..: . 1.400 ·1797 1859· 0.33. 1976 0.40 2080 ·0.47 .2179 0.54 2274 .0.62 2362 0.70 2446 ·o.77 2526 ·0.85 2603 0.93 I 150(!. -1925 ·1975 . 0.39 2086 0.47' 2187 ·o.55 2280: 6.~2l 237,1 0.70 2458 "·0.78 2540 0.87 2618 0.95 .r :16QO 2053 .2092 0:47. .2197 0;55 2g~5 0.63 2385 0.71 2470 0.79 2555· ·o.88 2636 0:97 1700 21_82_ 2211 0.55 2310 0.63 2404 0.72 249.1 0.81 2573 Q.89 2654 0.98 ~ faoo :2319 .2331 0:64 2423 0.73 2514 0.82 259!! 0.91 . I J90() :2_439 2451 0:74. ·253~ 0.84 2625" D.B3 ... . , .. It 2000 ·2~97 2571 0.86 2652 0.96. Performance certified is for installation Type B -free inlet, ducted. outlet. Pow~r rating {BHP) does not include transmission losses. Performance ratings ?O not inclucle the effects of appurtenances (accessories). · · Sound Power [dB Ref 10·12 watts} % WOV = (CFM x 100) / (RPM x 3.60) INLET SOUND POWER, Lwi RPM %WQV 1 ,, 2 3 ·4 5 6 7 8 LwiA RPM% WOV 1. 2 3. 4 5 6 7 8 LwiA 900 100 77 81 66 63 60 54 46 38 68 2100 100 87 82 78 83 78 77 69 62 84 90 77 80 66 62 59 54 47 40 68 9D 86 81 77 81 76 74 67 60 82 80 77 80 66 61 58 54 47 · 40 67 80 84 80 76 80· 74 72 65 59 80 70 77 80 65 59 57 53 47" 40 67 70 83 80 75 .78 72 70 64 58 . 79 60 77 80 65 58 56 · 53 47 40 67 60 81 79 73 76 70 68 63 57 77 1500· 100 86 81 72 73 70 ·67 58 51 75 2665 100 95 91 83 91 82 82 76 69 91 90 86 79 72 71 68 .. _65 57. 50 74 90 94 88 82 87 81 8D 74 67 88 80 85 78 71 70 67· ·63 56 49 73 8o" 94 87 81 85 79 78 73 65 86 ·70 84 78 69. 68 65 62 56 48 71 · 70 · 94 86 81 84 77 76 71 64 85 · 60 84 77 58 .57 63 61 55 48 70 .. 60 94 86 79 82. 76 74 69 63 83 The sound power level ratings.shown are in decibels, referred to 1 O·" watts calculated per AMCA Standard 301. Values ·shown are ior inlet L wi and· LwiA-sound power levels for installation .Type B: 1re~ inlet, ducted outlet Outle't ratings include the effects of duct end correction. The AMCA · · Certified ·ratings Seal applies to-air periormance ratings only. 10 . lfi. ·t ,. ·,_./-:· 24½ L ,~, 255/ej 273/s Wheel Diameter = 2131s in. Shaft Diameter = 1 in. O~tlet Area = 2.23 tt2 ·1 2i1/s ·J .Tip Speed = 5:23 x RPM Maximum BHP = (RPM/943)3 Max RPM= 1357 C9 ~ (I) Q) ..c c.:, .!:: .s e ::, (I) "' e CL c.:, ·;::; ct> ...... Cl) 0.4 · Max Motor Frame-Size= 21ST Unit Weighf = 374 lbs .. . . -Static Pressure .ii:1-1.iJ.ches . .. -· .. ·CFM· .OV .. -0.25 . 0.5 .. 0.75 ..... , .. 1.0 ,--.·1.25-: .. _ -··c't-;5-J·-., .. :. RPM. .-BHP -RPM BHP -RPM BHP RPM BHP RPM .BHP· RPM BHP .. :180.0. -.~07.-471__· 0.12· 591: '0.22. : ' .. .. : .. -·-· ... ·· . .. : .. ·• 2025. 908. 499 ·0.15· 612. 0.26. ·_709 0.38" .. .. .. .. -.. " . . 2250 1609·_ 528' 0.11· 634-6.29 .728' 0.42 a11: :0,56 .-?475 1110· 560 · 0:21 658 0;33 749 0.47_ 831 -0.62' 904 , 0.77 '. .. 2.7=00 1211 593 0.25 686 0.38 771 0.52' 850' ·o.ss --923-: 9.,?.'V ·959: 1001 2925-'1312 :626 . 0.29 714 ·0.43 · 794 0.58 : 871 0.74 9'13, 0.92: .1-008· -.1.09. -~ a41_S. 658: ·0;34 743 0.49 8~0. 0.6~;-893 0.81 962 0.99" .. 1"028: ·:1.18 )1514 .690 "848: •984: . . ~· i ~aw 0.39 7.74 :0;55 ·0.12 91'7 "Oi89. ·1.08. 1·04s--un -~~OR 161~ ~23 · 0.45 ·"807.: _0.62. '877 0.7.9 -9~3 0.98· .1007· .:l .. 17: 1069. 1.37" -17-16: .-·· 3825 ·_757 ci.s2: 840 ·o:70 .. ;.906. 0.88 ,971 ·-·1.07 -1031. 1.2:r 1091 1.48 ::4~5Q .1?1.6, __ q91. · .y;q9_. 873 O-?-_~·: .937-· 0.97. :-999: 1~i.7 1.osr ·1.38. ·1_1i4" 1.59 42,75. 1911. 826 · 0.66-905 0;88: '969 .1.08 jQ28· 1.28' ·.1085' 1.50" 1138 1,72 '4500" '.2018 . 86f · -0.-75. . 937: ·~,98. -.1oor ·1.19 1057 .1,4D, 11.1A 1.62. .1166 H!5 4:~25 '211"s° . 89S--b'.84 969. 1.09' ·1034: ·1;32. 1·088· 1.53 ·1.142 1.76" i194' ·j.99: -!19~Q ~20_' :931. :0_.94 1002 1:g~--106] -1::1S: 1121 1.,67 1171 ·1,~0--· 1222 2.j5_ .51-75: ·232,1, \isi-.. -1100' : 1:os. ,·035 1;32 ·1.58: 1-153 1.82 1202 -2.06_ ·1251 2.31 ·· .... .. 7 CFM x 1000 ·--· 1·.75······ · ·--· 2:0· -----· 2.25··--------2.5---· RPM' BHP RPM BHP RPM BHP RPM 'BHP -· . . .. . .. . . . .. .. .. .. . . ~ . .. :1069 .1.28 .... 1088 1.37 1145· 1.57· -· ··1·.48 · ·1108 116<! "1:68 1218 r:s9 ·-.... ~ . ... 1128 :l.58. 1184 ·1.so 1237 2.02· 1287-_2_.24. ·1149 1.70 1203· 1.92 1256 2.15 1306 2.39 :1.110 1.82 · 1224· 2.05 ·1276 :2.29. 1326 ·2.53 1:193 1.95 -1245 2.19. 1297 .2.43 1345. 2.69 1217 .2.09 1268· 2.33 . ·1317 2.58 .• ·.1242 2.24 ;292· 2.49 1340 2)5 .. 1270 2.40 1316 2.65 1298-2.57 j344 2.83 -·Performance certified is fo~ installation Type B -free inlet, ducted ou~let Power rating (BHP) does not include transmission losses. Performance ratings, do not include the effects of appurtenances; (accessories). Sound ·Power [dB Ref 10·12 watts} % WOV = (CFM x 100} / (RPM x 3.60} · INLET SOUND POWER, Lwi RPM% WOV 1 ' 2 -~ ' 4 5 5· 7 8 LwlA·-RPM% WOV 1 2 3 4 5 6 7 8 LwiA 475 100 76 Tt 64 53· 58 49, 41 35 66 1065 100 82 81 88 82 74 71 67 62 84 90 76 7.7 62 ·62 56 46 · 40 · 35 -65 90 82 80 86 80 72 69 65 60 82 80 76 76 61 62 56 45 39 34 65 80 81 .79 85 78 71 68 63 58 80 70 76 76 60 61 55 45 38 34 64 70 ·BO 76 83 76 69 66 61 56 78 60 ?6 . 76 59 -61 55 . 44 3?. ~4 64 60 81 77 79 74-67 64 60 55 76 ·770 .-100 ·_75· 79 75 72 65 63· 57 51-73 1357 100 85 84 90 86 80 77 73 68 88 90 76 76 74 71 64 '62 56 50 72 .. 90 84 84 -89 85 79 7.6 71 66 86 so·. ·19 75 72 · 69 63 60 54 48' 71 80 83 83 88 -84 77 74 69 64 85 70 75 . 74 70 67 62 58 53 47 69 70 82 80 85 81 75 72 67 63 83 60 7-5 75 _, 68 66 · 61 58 52 · 46 68 60 ~7 82 85 80 73 70 66 61 82 _, The sound power level ratings shown are m -decibels, referred to t0·12watts calculated per AMCA Standard 3D1. Values shown are for inlet Lwi and .LwiA sound power"levels for installation Type·B: free ·inlet, ducted outlet. Outlet-ratings include the effects of duct end correction. The AMCA .: Certified ratings Seal applies to air performance ratings ·only. · · · 15 8 fcE:RTIFICATE OF COMPLIANCE (Part 1 of 2) MECH-1-C I -------_______________________ ,,., ___ , --·-- PROJECT NAME iDATE .. C~.1.I.~way-Golf C~f~t~_ri_a ___ ~-------t 05/21/2008 i>ROJEcr ADDRESS · 2180 Rutherford Rd Carlsbad PRINCIPAL DESIGNER· MECHANICAL · McParlane & Associates DOCUMENTATION AUTHOR McPARLANE & ASSOCIATES, INC. !TELEPHONE 858-277-9721 TELEPHONE {858) 277-9721 Butldlng Permit# J' Checked by/Date Enforcemen~ At!~ncy _ .... _ GENERAL INF RMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 03-05-08 13,490 Sq.Ft. !CLIMATE ZONE 7 BUILDING TYPE 00 NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION METHOD OF MECHANICAL COMPLIANCE .D ,NEW CONSTRUCTION IX] PRESCRIPTIVE O ADDITION IXl ALTERATION o UNCONDITIONED (File Affidavit) D PERFORMANCE .PROOF OF ENVELOPE COMPLIANCE 1\ PREVIOUS ENVELOPE PERMIT O ENVELOPE COMPLIANCE ATTACHED STATEM NT OF COMPLI NCE This Certificate of Compliance lists the building features arid performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The d9cumentation preparer hereby certifies that the documen DOCUMENTATION AUTHOR =k.~=~..--,,ff------,,.....--~+--/+-/)--_-_·-----,l-D-AT_E ______ •.. -: t----.. Timothy D L;a,P,_,l=an,_,_,t=e~~ .. ---~~~~4--,,q_~.~~ ~ ___ Og .... AJ:-1'ei The Principal Mechanical Designer hereby certifies that the proposed b · ing design represented in this set of construction 1 documents is consistent with the other compliance forms and worksheet , 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 100, 101, 102, 110 through115, 120through 125, 142, 144, and 145. 0 The plans & specifications meet the requirements of Part 1 (Sections 10-103a}. LJ The Installation certificates meet the requirements of Part 1 {10-103a 3}. [J The operation & maintenance·l11formation meets the requirements of Part 1 (10-103c). Please check one: (These sectlonsof the Business and Professions. Code are printed in full in the Nonresidential Manual.} [Zi I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for Its preparation; and that I am licensed In the State of California as a civil engineer, or mechanical 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. [-] 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 · · --structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1. PPJNCIPAL M~~p~~i~;:s&A=s~ci:te.s. --~ ...... l_s1_)~~~=-TU \'F:.J!;:h212.~ /"t{~,;q_ ---~-------a---------------·---------, INSTRUCTIONS TO APPLICANT !Xi MECH-1-C: Certificate of Compliance. Part 1, 2, 3 of 3 are required on plans for all submittals. lZl MECH-2-c-Air/Water/Service/Water Pools Requirements. Part 1 of 3, 2 of 3, 3 of 3 are required for all submittals, but may be on · · plans. !·~-M:::::: ::::::~_v;::1:~i:t~v:n:8:::::~::::u~:u;;:da;~;:~:~:1:r:::~::h;:::.vbe;t::;:·eb:: ::::eon plans. E~H-5-C: Me~hanical Equipment Details are required for all performance submittals. ____ ----------------i EnergyPro 4.4 1:1'.. Er:ergySoft User Number. 2445 Job Number: 3065 Page:2 of 1 0 (CERTIFICATE OF COMPLIANCE (Part 2 of 2) MECH-1-C f [ ~PR_o_J_ec_T_N-AM_E_C~a-ll_a_w_a_~-G--o-lf_C_a_t_e-te-ri_a ________________________ .. ___________ ~/-0A_TE_0_5_/2--2-/2_0_0_8 --~~] Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and 11st all equipment that requires an acceptance test. If all equipment of a certain type requires a test, 11st the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing·the tests Q.e. the installing contractor, design professional oran agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit Is granted for a.newly constructed building or space, or a new space-condHlonlng system servfng a building or space ls operated for normal use, all control devices serving' the building or space-shall be certified as meeting the Acceptance Requirements for Code Compliance. In acjdition a Certificate of Acceptance, MECH-1-A Form shall be submitted to the building department that certifies plans, specifications, installation certificates and ooeratino and maintenance information meet the reouirements of Section 10-103(b) and Title 24 Part 6. STATEMENT OF COMPLIANCE ~ECH-2-A: Ventilation System Acceptance Document -Variable /JJr Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance A [J l.l 1_ J Equipment requiring acceptance testing _______ -=-'--'-'-n....;__I::....,__ ___________ _ ! By M~L'r-\AAfl LA'- ic v~ A c.1 o R. ! TestrequlmdonaHNew~b~_!!_!fW_C_oMlructiOn __ -_a_n_rJRe'-. _tro_fit. ____________________ --f-------------1 ~MECH-3-A: Packaged HVAC Systems Acceptance Document !: f:1 " ,-Equipment requiring.acceptance testing -LJ. ::J IA 1 ~) -------,,,~-........ ----------------~--'---------- Test required on·au Nsw systems both New Consuuc/lon and RetroRt j~ME?H-iA: Air-Side Economizer Ac~ptaoce Document A /.I \.A J -> Equ1pmentrequlrlng acceptance testing _______________ ,_ ..... ------------~----------- ~---------,-----------'-----~---------·----------- Test required on all New systems both New Construe/Ion Bnd Retro/It. Units with economizers that are lnslallsd at the tac/ofY and cert/1/ed with /he commission do not require equlp1118fll tBllling but do require constniclion inspection. ~ MECH-5-A; /JJr Distribution Acceptance Document AH \{ J _? Equipment requiring acceptance testing--------'----''--'-,---=-----==;.__--?-,""------''-------- This test required If the Un/t senlSS 5,000112 of space or/ess and 25% or more of the rluels are in noncon<titioned orsemiaondilioned space like an a/tic. Nsw.systems that meet the above requirements. Retrofit systems that meet the above requirements and either extend ducts, replace ducts or replace the pael<aged Unit, · 0 MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing ------------------------------- --------------------~----·-.. --.. ··---···· .. ···--····-·---__ ,, ...... ----···· -··--· All nsw DCV controls Installed on new or ex ISiing paGkagec/ syste~ must be tested. ~ MECH-7-A: SupplyFan Variable Flow Control Acceptance Document /2)/. \J\ /--) , Equipment requiring acceptance testing __ ------~---'-----'-'-...;_------'------'--------- All new VAV fan "'liume controls inSl8/led on new or existing systems must be tested D MECH-8-A: -Hydrontc System Contn;,1 Acceptance Document -Variable Flow Controls App//Bs to chR/ed and hot water systems. -Automatic Isolation Controls App/ie8 to new bol1ers and chBle~ and the pdmary pumps are connected ta a common header. -Supply Water Temperature Reset Controls Appl~ ta newconstant/loW chi/Jed and hot water systems that have a design capacitygreatsrthan or equal to 500,000 Btul11r. -Water-loop Heat Pump Controls Applies to all new waterloop h!'8t pump systems where the combined /oop pumps are greater than 5 hp. -Vari!!ble Frequency Controls Applies to Bit newdlslrlbutton pumps on new varfab/e "ow chllled, hy<1ronlc heat pump orcondenserwaterllYSlems wham the pumps motors are greater than 5 hp. ·E ui ment requlrln acce lance testin EnergyPro 4.4 by EnergySoft ..... User Number: 2445 Job Number: 3065 B~ ""'E'l.rlANIC.AL.. COtv1 RA Cf t> R_ Ji'Y M"tl-t\Ml (._AL-; e,,, 011./, <vtcro,<__ Page:3 of 10 (AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-Cj jPROJECT NAME L Callaway Golf Cafeteria !DATE i 05/22/2008 ISYSTEM FEATURES ' . AIR SYSTEMS. Central or Single Zone ITEM OR SYSTEM TAG(S) Number of Systems MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency :Heat Pump Thermostat Fumace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventllatlon Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 · Fan Control' DP !?enaor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Coo~ Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compllance3 T-24 Section ' • 112(a} 112/a) 112(b) 112(c), 11 S(a) 121(b) 121(b) 121<cl 121(c) 121/cl 122/e~ 122(e) 1:?£(fl _122(g) ·-" j23 ____ , 124 AHU 1-3 -- n/a n/a n/a n/a No 6764 cfm Yes I No Proararnrnable Switch No Setback Required Auto n/a ----·-···· . -·-·· --,_B-4.2,_ 144 la & b) n/a 144 fa & b) 423,799 btuh 144 (a&b) n/a 144 ca & br 369,ooo·btuh 144 (cl Variabfe Soeed E,., fc\ Yes 144 (d\ Yes I '144 (e) Fixed Enth (Non-!nteq} 144 (t) Coldest Zone . 144 (f) Wannest Zone i 1144 (k} No AHU 1-4 I Reference on Plans or Specification 1 ----------· ' n/a ' ! I n/a i I n/a I ' -n/a ___ _j ' No ----~ 5730 cfm ................ No ····-··----·---- No .............. ..._ .... Proorammable Switch No Setback Required _, ···- Gravitv -·-·····----~--- n/a --·--·-···-- ---·-------........... __ ., -· R-4.2 -----·---·-·· ~ ... -· .... n/a 172 531 btuh ·--··- n/a ---·- Obtuh ... _. Constant Volume ----' .. ·-- No ------···-· .... - No -----· ____ ,_,, __ No Economizer -··· ·-·· Constant Temo Constant Temp --- No ··-·--·- 1: For each central and single zone air systems (or group of similar units) fiU in the reference to sheet number and/or specification section and paragraph number where the required features are documented; If a requirement is not applicable, put "NIA" in the column. 2: Not required for hydronlc ~eating and cooling. Either enter a value here or put in reference ot plans and specificatons per footnote 1. 3: Enter Yes If System is: Constant Volume,. Single Zone; SeNes < 5,000 sqft; Has> 25% duct In unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF-1 foqleiformance method duct sealing requirements. ·=. ···:=.; .. ····:··: --~U_se_r_N_u_m_be_r:_2_44_· S _____ ~_Jo_b_N--'u'-'m ___ be_r:_3---0_65 __________ ,._, ___ Page:4 of 10 ; !MECHANICAL VENTILATION MECH .. 3-Cj jPROJECT NAME . i . Callaway Golf Cafeteria MECHANICAL VENTILATION (Section 1·21lb)2) DATE 05/22/2008 PRESCRIPTIVE REHEAT LIMITATION {Section 144(d)) AREA BASIS -· ·-f-·O=C=C=U~Pf.-'A"'N.,_,C,,..,Yc.,Br0Ac,:,S""IS=-+--~---1---_..V..,_,A""V.,,M..,,IN~l,,,M.,,,U.,.,,Mc..~--+---·· ~-~-~E~-~F~-1--G~_ ... 1' ~H-+-~1 _ _,__~J~-~K~_,_~L __ ~_M __ _ B .J_Q_ .. _ . c,, I w :,;o c Z '<l!:• ::V < S'~ 0 02. C/)1£ "IJC3 : O mO-, 03:~ C')CII C oi ~ -,,tll ., C !i: (1)10 8 iil'tl"II n:S 0 111 • ,,al): -~>< c.>3111 ... :s 1!.i ~a: ><go -.><ca:··-· !il!Cl>c 111 0 g::1>< 'g3: ID-, g .:!J-o;i! ,!?a:C:: 2!:'§ .§a, .Q:S,,. 01110 :i'-' 1 zoNe,svsreM a · ~ ;:a > 1 ., ?I ~ ; ,,,;c""' .... ? ~ .... -------------1 .... , 1 :s I a:$-~ 'NAv-1 I 881 88 80 10! 300 0 (') Cl> .Q -.fil: 0 ;'tl 0 a:r,,:s tlJ S' .::!ii; ii a, ,, >< :r,, 0 "II., a: oiil,, 0 0 -Ill 31: ::I a -----···-· 17~ 0,50 88 -····--··---~A~------~ 80 678 k,-AV~· --2---······-· ···-····· ···---t-----+---1-----+---+-~-+----t!-·6--78-+-! -1-,44-2-1--645--,1--5J 678 645 ~-:-··.~~:~~~~~~~~~~~~---·---_·-------·==============================1====:1===::=:===1=.~=09====4-1_:=2====::=2+'+1, _···_·~:-:-7-16:_-_-_:-:-;~~··_··-_·_· ·-l··· 1,351' 0 .. 50 1,3fil 0:15 205 65l: 0.50 328 18~ 0.15 28 79E 0:50 398 jvAV-5 I 28 28 7/i 1J. 300· 75 i-VA_V __ -6--·---·····-··--·-----+----+---+---t--~-+---1-j--+--3-9-8t---9-99-,--4-24-+--3-1s1+'.--42-4+---4-25-+-----; 1-------------+----t----t----t---+---1-----t--·---·--·· •-·---_, ..... , ____ ,M•-t------>---f----+----< 49E 0.15 74 VAV-7 : 74 550 735 19~ 734 735 ----~-~-------+---+---+---,t----t--'--+---+----t---+---t----+--·-;·---+--·-- IVAV-8 l 101 1,555 657 27( 656 657 . ··-······ . 67E 0.15 101 1,03. 0.15 155 j i 1!-A_V_-_9 ______________ --+---1----t----···I---;-! --+-_1_55 ___ 5_49-+-_6_1_21--_4_1_1~--6_11+-_6_1_2..,.: _ __, I t ._A_H_U_1_·3---, _____ ......... _ _,__ _______ ,.__~ _ _,;_To!~.1 .. 2,056 -... 6,764 ··-·-··--· ____ ,__ _____ _, 6.~.·~ .. ~ake-Up Air ! AHU 14 !5,74~ 0:50 ... ~!374 _____ ,.,_, .. 3,374. 5,730. ----+----,----+---1----t---------+---+-·-···--·: --·-····· .. ' ...... .. ··-··· --· --"-0M00-· .. -----------+---+--5,730[ Total 3,374 ' ..... ------'----'---···· ---··. -···1---"----+----+-----+---~: ----,-+---+---+---!-----'-------l··--··--· ...• ---·····-I··-·-· j ...... ·-·-···-+---t-----f.L....--1----+----t---+---;..----t---+---.----~ i i i ! ; I t : ' : ' ~ ; ------··--~----····------+----1----4-----1---··-··"·· .. ~-.... --,-·;---+---t-----t---+---+----t---+! --...,· 1-----------.. ···-----+----l----+---+----'-i ---!·-··--·--·-----·--·· ... ·······-··--·· ........... .J-.... -t-----1--....;.: __ ~ i : ! i ! 1--------------+---·-··l-----l---+------l---'-+---l------l---+----I----+----+··--· ······ - J j ----~-------------t----·-.......... ,---·-----+----i----t----+---t----+----+---+---1-----+'-·--... j : 1-------······---~---+----1--~-t---+--··---···!----t--·-l--·-··+---t-----t----+---l----l-----' ; ---~---··. ·-·-----+---+---t-----t---·11-----t-~-1----+---+---+---1-----t---1---...; ! i 1-------'------·-··-t----t---'-+--~t-----1~---1----1----+---+--........ -----+----+---+-----l !-------------······ ... ·--1-----t---+---+----+-~-+---1----1---··-.... -·. 1--~--···--------~1-----+---·--· ----1---+.----+----+----;----t-----t--....;.------l· .... j 1-----·······----------1---+----t j I 1-----,----------...._--~-----_,_ __ ..._ __ '-----'--~------'----'·-··· .. ····---l, .. -----'--~ ..... c...... Minimum ventilation rate Det'Seetion 121 Table 121-A E Based on fixed seat or the n.<,.,.er of the &mAcled nu·mbet of -~--and 50% of the CBC oci:ucant load for earass ,. 1mnses for soaces without flXed seatlna. H Required Ventila11on AirJREQ'D.V.A.l is the laraerof lhe ventlation rates calculated an and AREA or OCCUPANCY BASIS(column Dor GJ._ .• _ --···········-··----------! l Mu&t be areaterthan or equal to H, or use Transfer Ai".(column Nl to make up the diffeceoce. ··-······· -···. ·-··-· _ t---,..=,-J-+Deslon~":"-"fa"'n~•u"'JPP':"¥'-'cfm:;:.:;->(F:..:an=:=-::,CF:,;;M::,.l,:..x3::.:0:.;;%"-':or"--------,-----·--------------------------·-· ....... _ K Condition area {ft. so.) X 04 cfrML sq,; or L Maximum ofColumnsH, J, K. or300 cfm __M___ Thia must be less than orequal to COiumn Land greaterlhstoreg,.=,ua",'11:::-o,t,,h::.:• •:::u,,.,m.,eof_,,Cc:,ol,,,_um,,,,n"'s H..,_+.:..N,.,, • ....,..-----------------------l N Transrer air must be prcvlded where the Required Ventrlatfon Air (cOlumn I) Is greater than the Design Minimum Air (column MJ. Where required, transfer air must be greater than or equal to the difference between the Required Vendlation Air (column O and the Design Minimum />Jr (column M), COiumn H -M. I I _ •• ~ccEncccec.:rg~y_Pro-'-4_.4_b""y_E_n-'-ergy-=-S_o_tt __ . ___ U_se-'r-'-N:.cuccm-'-be-'r:-'. 2;:.;.4..c.45 _______ .:..Jo-'-b..;.Nc=uccm=-be=-r.'--• .:..30c.c6.c.5 _________ ._._····-l:'~f!J~.~1A ..... _J !MECHANICAL SIZING AND FAN POWER MECH-4-CI PROJECT NAME DATE -j Callaway Golf Cafeteria 05/22/2008 ·-··- svsTEM NAME FLOOR AREA AHU 1-3 6,741 '-------------------------------------'--------------- !FAN POWER CdNSUMPTION I ------------------=------ 1----'-------FA_N_·_D_Es_;_R_IP __ T_IO_N_~ Supply F~n Exhaust Fan Exhaust Fan ! Exhaust Fan t=-----::~:~:: ~=~ FILTER PRESSURE ADJUSTMENT EQUATION 144-A A) If filter pressure drop is greater than 1 inch W.C. enter filter pressure drop. SPa on line 4 and Total Fan pressure SPf on Line 5. 1 B} Calculate Fan Adjustment and enter on Line 6: i i C) Calculate Adjusted Fan Power Index and enter on Line 7. l .. --.----..C--, ---'------ I ! .B ] C D E DESIGN I BRAKEHP i 13.8901 EFFICIENCY MOTOR .... DRIVE 91.7% 97.0% NUMBER OF FANS 1.0 1--...... 0.000 40.0% 97.0% 1.0 0.000 40.0% 97.0% 1.0 ---------·-- 0.000 40.0% 97.0% 1.0 0.000 40.0% 97.0% 1.0 i 0.000 40.0% 97.0% i 1.0 l -~-----Total Adjustments 11 TOTAL FAN SYSJEM POWER {Watts, Sum Column fl 2) SUPPLY DESIGN AIRFLOW (CFM) 3) TOTAL FAN SYSTEM POWER INDEX (Ro~ 1/Row 2)1 418Pa --·-·· -' ~!§-~ .. -·· ······ ·-- '. 6) F~E_-~dJustment = 1-{SPa -1)/SPf _ ........ i 1 L 7) ADJUSTED FAN POWER INDEX_(Llne 3 x Line 6) 1. TOTAL FAN SYSTEM P0WER INDEX or ADJUSTED FAN P0WER INDEX must noraxceed 0.8 W/Cfm forCOllStant Volume systems or 1.25 W/cfm forVAV systems. ilTEf\ior SYSTEM TAG(S} I-,---'--·-· ! -~--! F ! ' PEAK WATTS Bx Ex 748 I {C X D)/ 11,649! ____ ,, __ ,.. oi ___ ..,,.,, .. ·····--·' o/ 0 0 0 ... ··--·-- 11 649 13,060_ ···------! ! ' --· ·-------- ' .. -··- ···- 0.892! --·. T-24 I Capacity Exception Notes 'PRESCRIPTIVE Ml:ASURES Section __ ,,_ --···--·. Electric Resistance Heating 1 144 la) ----· .... Heat Rejection System 2 144 (h) ---- "Air Cooled Chiller Limitation 3 144 (i) 1. Total Installed ca pacify (MBtuitu) of all alectrie heat on 1hls project exclusive Of etactrfc amclllaiy heat for float pumps. If electric heat Is used, explain which excaption(s) to Sectlon(g) apply. 2. m centrifugal ran COOiing towers used onthls proJeet? (Eoter''Yes" or"No"flf centrifugal ran cooing tower are.used, explain Which exception(•) to Section 144(h) apply. 3. Total installed capacity (tons) of all water and air cooled chillers uriderttils permit lf!l1ere are more than 100 tons of air-cooled ch\llercapaclty being Installed, explain which exceptlon(s) to Section 144(1) apply. [~ ___ }~nergyPro 4.4 by EnetgySoft User Number. 2445 Job Number: 3065 ---------Page:6 of 10 !MECHANICAL SIZING AND FAN POWER MECH-4-CI --····--·····--------~--------PROJECT NAME DATE i j Callawa __ Golf Cafeteria 05/22/2008 1 1-----~---~~ -'------,.~-------------··-----·-···•-••·-• .. •••-----------------· I SYSTEM NAME FLOOR AREA , · AHU1~ 6,M1 ------~-------··· .. !FAN POWER CONSUMPTION A FAN DESCRIPTION B DESIGN BRAKEH.P -- C D __ ! EFFICIENCY. MOTOR DRIVE I E F l NUMBER PEAK WATTS ! OF FANS \Bx Ex 746 / (C X D) Exhaust Fan Exhaustf a-'--n ____ __, ! 0.000 i O.OQQ 40.0% 97.0% 40.0% 97.0% -- 1.0 1 0 ----< i---..... ·······-·------ 1. 0 ! 0 ,---.....:..."-j ~---·-·-· .... ·-.. _ .... I ! ................. ~ ......... l I ;----t---------l I ---------···-··-·-··----' ' I l 1--·-· . -1---------l ------ Total Adjustments _____ ,,_ ................ i FILTER PRESSURE ADJUSTMENT EQUATION ! J). TOTAL FAN SYSTEM POWER (Watts, Sum Column FL~. 11 649 I 144-A i .~)SUPPLY DESIGN AIRFLOW (CFM) 13,060 A) If filter pressure drop Is greater than 1 inch W.C. enter filter-pressure drop. SPa on line 4 and Total Fan pressure 3) TOTAL FAN SYSTEM POWER IN_DEX (Row 1/Row 211 Spfon Line g. 4lSPa -·. t caloUi,wF,o Adi""'"'"' aod enW on Line•. SlSPf ··-----··-·--·- ~alculate·Adjusted Fa~.:~wer Index and enter on Line 7, 6) Fan Adjustment= 1-(SPa -1)/SPf ···-·-··· ...... 7) ADJUSTED FAN POWER INDEX {Line 3 x Line 6l 1 0.892 . __ .,. _____ __, 1. TOTAL FAN SYSTEM POWER INDEX or ADJUS1ED FAN POWER INDEX must no! exceed 0.8 W/cfm for Constant Vo!uma systems or 125 W/cfrn forVAV sy,tems. ITEM or SYSTEM TAG(S) --·····-..--·--· ....... _.,._,_ -- T-24 Capacity Exception i Notes PRESCRIPTIVE MEASURES Section i ; -····· .... -···-·· Electric Resistc1nce Heating 1 144 (Q) ...... ~ ··Heat Rejection System 2 144 (h) ' ............ ; .. ....... Air Cooled Chiller Limitation 3 144 (i) l 1 •. Total ln~lled capacity (MBlu/ll~ of all eleclric heal on this proje<:I exeluslve or elect/le auxlllary heat for heat pumps. If eJec1llc heat fs used, explain whieh excepUOO(s) to Sectlon{g) apply. 2. Ar& centrifugal fan ~Ing towers used on this project? (Enter "Yes" or "No") If centrifugal fan cool1119 tower are used, explain whlch exception(s) Jo SecUon 144(h) apply. 3. Total installed capacity (tons) of all waler and air cooled chlllers under this permit. If there are more than 100 tons of air-cooled chlnercepacily being installed, explain which excepuon(s) to Section 144(1) apply. -··· [-·-_ EnergyPro 4.4 byEnergySo~ .... --~-~lJ_s_er_N~µ_m_be_r:_. 2_44_5 _______ J_ob_N_u_m_be_r:_3_0_65 _________ _ Page:7 of 10___ . IMECHANICAL SIZING AND FAN POWER MECH-4-CJ !PROJECT NAME ------,---------------·----··---.. --------------- ! DATEQ5/22/2QQ8 L. Callaway Golf Cafeteria ISYSTEM'NAME . AHU 1-4 I FLOOR AREA : 6,749 !FAN POWER CONSUMPTION A B C D __ J; __ F ! FAN DESCRIPTION DESIGN BRAKE HP EFFICIENCY MOTOR DRIVE NUMBER PEAKWATTS ! OF FANS Bx Ex746/ (CX D)i 1--------S__,up__e!y._F_a_n _____ ! t-----~ __ E_xhaustFan I i 3.4701 o.q9.9.! ... J ! 89.5% 97.0% 40.0% 97.0% I I ' i I l ----.----! 1.0 I 2,9821 --M-00 oi 1.0 ~--······-------.. ·-·-·-.I I ! ......... ··-··· j i i ----l'l 1-____ _, ! l l I I ! ! : : ~--~···· .. --I ____,;____ .. ··-·---------,------~-......... -.J: ~ ____ _, I ' -- Total At!Ju~tments FILTER PRESSURE ADJUSTMENT EQUATION .!} TOTAL FAN SYSTEM POWER (Watts, Sum Column F) ~---····------··2JJ~ 144-A A) If filter pressure drop rs greater than 1 inch W.C. enter 2) SUPPLY DESIGN AIRFLOW (CFM) ' ..... ?..,.!.39 3} TOTAL FAN SYSTEM POWER INDEX (Row 1/Row 2)1 I filter pressure drop. SPa on line 4 and Total Fan pressure i SPfon Une5. ! 4lSPa ' ! B) Calculate Fan Adjustment and enter on Line 6. ----·········· ' I 5)SPf -#~---· -··· ······! , C) Calculate Adjusted Fan Power Index and enter on Line 7. 6} Fan Adjustment,,. 1-(SPa -1 )/SPf ! ____ Q._s2oi L .. !) ADJUSTED FAN POWER INDEX (Line 3 x Line 6) 1 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/r:Jm forCon-stant VOlume systems or 1.25 W/cfm for VAV systems. -·-· ,,_ . _,, ....... ' .. --~ .. -- JIEM or S'r'STEM r~G._(S) -.. ____ T ____ T-24 Capaclty · Exception i Notes PRESCRIPTIVE MEASURES Section I : 144 (a) Electric Resistance Heating 1 .......... . .... Heat Rejection System 2 144 (h) ...... :Air Cooled Chiller Limitation 3 1.44 (i) ·--· 1. Total installed capacity (MBtul!v) or aH eJectrie heat on this project exclusive or etectrlo aUJC!llaiy heat for heat pumps. ff eleclrlc heat Is used, explain which excepUon(s) to Secllon(g) apply. 2. Are cenlrifugaJ fan cooling towers used on this project? (Enter "Yes• or "No") ff centrlfugal fan cooling tower are used, explain which exceptfon(s) to Section 144(h) apply. 3. total installed capacity (tons) of all water and air COOlad Chillers under this pennlt If there are more'than-100 tons or air-cooled chller capacity being lnstaned. explain which excepUon(s) to Section 144(1) apply. . .... ~~~rgyPro 4.4 by EnergySolt . .. User-Number: 2445 Job Number: 3065 Page:Bof 10 . ~~ .. ----.. : fMECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-MM! PROJECT NAME DATE Callawa Golf Cafeteria 05/22/2008 DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies ~ §11 Any appliance for which there is a callfomla standard established In the :t'-21>!.. Appliance Efficiency Regulations will comply with the applicable standard. D §t15(a) Fan type central furnaces shall not have a pilot light D §123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit; or within HVAC equipment, shall be insulated in accordance with Standards Section 123. TZl §124 Air handling duct systems shall be installed and insulated In compliance with X".i~ Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. Controls §122(8) Each space conditioning system shall be installed with one of the following: JZf §122(e)1A Ea.;h space conditioning system serving building types such as offices and 'ir.f).z manufacturing facilities (and all others·not expllcltly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabllltles that prevent the loss of the device"s program and time setting for at least 10 hours If power is Interrupted; or D §I 22(e)1 B An occupancy sensor to control the operating period of the system; or D §i 22(e)1 C A 4-hour timer that can be manually operated to control the operating period of the system. .., ·~ §122(e)2 Each space conditioning system shall be Installed with controls that temporarily ?: ./) :(_ restart and temporarily operate the system as required to maintain a setback heating and/or a setup coollng thermostat setpoint. D §122(g) Each space conditioning system serY!ng multiple zones with a combined condltlon,d floor area more than 25,000 square feet shall be provided with Isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation ·devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off Independently of other isolation areas; and shall be controlled by.a time control device as described·above. ~ §122(a&b} Each space conditioning system shall be controlled by an.individual thermostat ;fa&~ that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees For lower. For cooling, the control shall be adjustable up to 85 degrees For higher. Where used for both heating and· cooling, the control shall be capable of providing a deadband of at ,I least 5 degrees F within which the supply of heating and cooling Is s~ut off or X:-JJ:L reduced to a.minimum. ~ §t22(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. D §112(b} Heat pumps shall be Installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 4.4 by EnergySoft . User Number: 2445 Job Number. 3065 Page:9of 10 l ., IMECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MMI PROJECT NAME DATE Callawa Golf Cafeteria 05/22/2008 -Description Designer Enforcement Ventilation D §121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. D §122(f} Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air Intakes and discharges of all space conditioning and exhaust systems. 0 §122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. [LI §121(f)1 Air Balancing: The system shall be balanced In accordance with the National ~§)~ Environmental Balancing Bureau (NEBB) Procedural Standards {1983), or Associated Air Balance Council (AABC) National Standards (1989); or Ix! §121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design ~.f)~ mechanical engineer, (2) the Installing licenced C-20 mechanical contractor, or (3) the person with overall responsiblllty for the design of the ventilation system; or D §121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divlce; or D §121{f)4 Another method approved by the Commission. Service Water Heating Systems D §113(b)2 If a circulating hot water system Is installed,Jt shall have a control capable. of automatically turning off the circulating pump(s) when hot water is not required. D §t13(c) Lavatories In restrooms of public facilities shall be equipped with controls to llmit the outlet temperature to110 degrees F. EnergyPro 4.4 by EnergySoft User Number; 2445 Job Number. 3065 Page:10 of 10 eet IJUem I OI 01 OJ 04 05 06 OA'll: Description . .,. I IRev. SIEET,UX ~ i: NIPROVAL NOJES SG-llll.•0-WS SQIIES (ELEVAD \fl/SECTION WIEW) (PLAN \1[1') \OlUTIR •'IH fl.AT FRCltT MTM. . \OlUTIR •'IH QIMD FIDIT DETM. (CPllCNl) MODEL NUMBER SEQUENCE SG-BDL-0-WS-42.5-FF-CF-BT-PPA-INT -.-' ~ ~ ~ -T -L INTERNAL OVEN FLUE L ANSUL PRE-PIPE (STANDARD) ..,___ ___ BRASS TRIM (OPTIONAL) L-----------CURVED FRONT (OPTIONAL) L------------FLAT FRONT (STANDARD) ,.___ _______ LENGTH OF HOOD IN INCHES L----------WOOD STONE ,____ __________ STYLE -CANOPY FOR OVEN L--------------SERIES PREFIX ', l\ififiits ton el -. -... . . k.:a I ......... I I I......,._. Jdlf-19-IIOS ,... -,-.int ,. •>--•• ~110N 6 ,,.......,,.- \ GENERAL NQTF,S EXHAUST YQLQMI BIRUJBINQIS 1. Exhaust volumn, as-shown on this drowing, ore detsmined by established angineering criteria ond in occorclance with the terms of the UL listing. 2. Hood static pressure is ... _QJKL.. 119 ol the duct toke-off collar. Refer to drawing, Total duct s,stem ond 0th• external stotic's must be acldecl to above fo, determining proper exhaust fan static prenure drop, Static based on op«otion ot mean secr level. J. Duct size based on _1800 fpm. MAKE-UP AIR-REOUlftENENTS 4. Moke-up air should be supplied for replocement of oir exhausted tlvough all kitchen exhaust systems. Moke-up air thould be clelivered through registers ot ceiing_ hei91t and d"istriluted throughout the kltchen. A general rule of thumb• is that 751 to ~ of the rei,loc:ement oir should be fresh, conditioned (heated or cooled) air :brought into the kitchen oreos -with the remaining 20X to 251 olowecl to now into the kitchen from adjacent oreos. INSTALLATION 5. Hood to be installed in accordance with this drawin9, NFPA-96 ond oll othw local applicable codn. Special attention must be given to code regulations relative lo deorancn from surrounding combustible ond lim.ited combustible conlruction (walls, ceiling, etc.). · 6. All ductwork be)'Dfld the hood duct toke-off collcir. to be provided and installed by others, in accordance with applicable codes. Exhaust duels must IM! grease CS1d water tight with continuous external welds. The exhaust duct must be continuously welded to the hood duct collar. CONSTRUCTION 7. Hoods are manufactured in strict accordance with specifications. 8. Hoods canslructed of 18 Ga. stainless steel, T)Pt 430, No. 4 finish unless otherwise noted on drowings. FILTERS 9. Filt.-s ore Stainless Steel U.L. clonilied ond mNt NFPA-96 requir.-nents. ..... ..__..... l)Alt: Ct:SCIIPllON CHKl: MODEL SG-BDL-0-WS SERIES EXHAUST HOOD FOR BISTRO WS-BL-4343 OR 4355 SERIES (INT) nu EXTINGUISHING SYSTEM 1. The Hood .is F'octory Pre-Piped for on Ansul R-102 Fn Extinguilhiig S)'ltlm, 2. The Oiemical Li1i Pre-~ indudn Duct Collet ond Plenum Protection with Nozzles lbMed out to a single ccnnection point. 3. Detectic!n Lile Pre--,,.,ing includes a Fuse Link Brocket locoted at the Duct Collar ond an Cc,nlk!lt sbilbed out too li,cje ~tion point. One (1) 450'F Fu• link is prowled. wire tied to the F'UN Link Brocket. lhe Detection Coble and otfler Hordwore is Not Provided; 4. NOTE: Al other requhd Ansul Ports, Plona and Permits ore Not Pr.O'lided. HOOD Tr.STING, lJSTJNG AND COMPIJANCE REFERENCES: NATIQNAI, FIRE PftOTECTIQN ASSQCIATJQN The exhaust hood meets oil requirements of the latest edition of NFPA-96. NATIONAL SANITUJQN FQUNDATJPN The exhoust hood is NSF listed under Standard f 2 -•rood Service Equipment• UNDERWRITERS J.ABQBATQRIES. INC. The exhaust hood hos bnn tested under standard U.L. 710 • Exhaust Hoods for Commerc:iol Cooking Equipment·. It Is U.L. listed und• file number MH13522. JNTf4RNATIQNAL NtcRAMWAL CODE The exhaust hood meets all requirements of the lntemotional Mechanical Code 8 c®.s ~I~ IN"'· l i\liliilts ton e15 ·.:-.'~ ia-. ...... 1111. ftlr.. ;-.eaos , -12402-E .......,,_,.11231 W. ... 111, r.. 310J a-n• : 02 . NO.: • <MN FLUE D'MI.BYI DA'IE O 0 0 o D PlENUII NOmE llN DE~lM rAS'IENERS (nP) 19 27 6'_.;5 J/4" 5'-9 3/4" MTG. HT, ELEVATION YJEW DEIClll"1'1011 MODEL SG-BDL-0-WS SERIES EXHAUST HOOD FOR BISTRO WS-BL -4343 OR 4355 SERIES (INT) •' 38 (<FIIONAI. CUIMD FRCNl) ·r(FLAT~l) r 1U --12 1J, O\UI FlU[ 1a---1& SECTION VIEW . . Mi•l•i•fStonel I.-I !f'l'r I .. • ..... ... . ,. Ffll f! ....,_ ........ _. __ .... , lllllflllt,• IIZ2I Ttl. 1!111-IHI ,. 1!111-11. .75 r,3.751 MOUNTING FLANGE DETAIL OESCIIP110N u,• INlERNAL FLANGES AT IIOTTOII CJ" ENOPAIE.S .75 15 21.25 ,. 10,25• OVEN FLUE '-, J 1---n,- PLAN VIEW EXHAUST DUCT CFII: 125 9ZE: r. r n FN 11100 S.P.: O.IID" 1.50" EXTERNAL IITG. FLANc:E nl PRE-DRUED ~(•5/111 CUR\fDFRCJtT ((J)lQtAL) MODEL SG-BDL-0-WS SERIES EXHAUST HOOD FOR BISTRO WS-BL -4343 OR 4355 SERIES (INT) '''"'l~I'~~~~~~~,._. I IIO'IW. ......... ........... ltlFrw=ta-llCQ TtL --1111 r. m-11,11 ~ C (l - .IYI DA'II: t ~ L T 1 0 0 ,,..,,-~-· BllT 10 ---0 STANDARD FLAT FRONT ADD SUFFIX -ff TO THE MODEL NUMBER. REFER TO THE INDEX SHEET. - -- 0 S/S PAN 1£1111 BllT STANDARD FLAT FRONT WITH QPTIONAL BRASS TRIM ADD SUFFIX -FF-BT TO THE MODEL NUMBER • REFER TO THE INDEX SHEET. MODEL SG-BDL-0-WS SERIES EXHAUST HOOD FOR BISTRO WS-BL -434.3 OR 4355 SERIES (INT) ............ ...__ ... Ttl ,,. tJOO> .._. Ttil. -,eo-1111 0£SCM>ll011 r. ,1I0)1e0-1• i DATE ....... iO ~-· S/S PAN ICM> BIJU 2" IIIO[ BRASS '!RIM S/5 PAN tDD BII.T OPTIONAL GYBYEP FRONT ADO SUFFIX -CF TO THE MODEL NUMBER. OPTIONAL CURVED FRONT WITH BRASS TRIM ADD SUFFIX -CF-BT TO THE REF'ER TO THE INDEX SHEET. MODEL SG-BDL-0-WS SERIES EXHAUST HOOD FOR BISTRO WS-BL -4343 OR 4355 SERIES (INT) MODEL NUMBER. REF'ER TO lHE INDEX SHEET. lii•#fj,fs ton •1 I I 1<14f I Im! I -IIO!ll ....... lll MFrN(IDO).__ ~ ........ • tlZ2I Iii. (JIO) to0-1111 DUCIIP1IClN .'D F• (JIIIIJ .,_,111 ..,. .)' HAL TON EXHAUST HOODS.: UL & ETL LISTING CARD INFO Attached you will find two listing card. One listing is from UL labs and the other from ETL labs. Both ETL and UL laboratories are capable of conductthe UL-710 hood test. The first listing card is from ETL labs and is for the model KVE & KVW hoods. The minimum exhaust volumes are as follows: ~VE: 400 Degree = 116 CFM/ Linear Foot 600 Degree = 179 CFM/ Linear Foot 700 D~gree = 238 CFM/ Linear Foot KVW: 400 Degree = 130 CFM/ Linear Foot 600 Degree = 198 CFM/ Linear Foot 700 Degree = 248 CFM/ Linear Foot The second listing card is from UL labs and is for the KVL hood. The minimum exhaust volume for this model would be 85 CFM/ Linear foot. NOTE: Lower exhaust volume listings apply if side skirts are used. Regards, Ray Raymond J. Schmiflt HALTONUSA Western Regional Sal~s 26241 W. Leslie Dr. Channahon, IL 60410 (815) 467,8033 Office (815) 467~8034 Fax (800) 442,5866 Factory (270) 237 ,5700 Factory Fax ____ .,_, ________ ,, .... , .. ________ ........... --··---·--···----.. ·· --···-··" Northbrook, Illinois• (847) 272-8000 MeMne. New Ycrk•{63f) 271-6200 santa Clara, Califomla • (408) 985-240 Research Triangle Park, NorthCaroNna•(919) 549-1-400 ! @underwriters laboratories inc.zy;) HALTONCO Camas, Washington•(300) 817-5500 l MR P MERBDJTH 101 lNDUSTRIAL DR SCOl'I'SVlI.LE .KY 42164 RE: J>rc,ject Number(s)-02RTM002 Your most recent-Certification js shown below. Yo" :may a~o view this information, or a portion of this information :{d~nding on the product category), on UL's Online Certifications Directory at www ... ulcom/ database. Please review the text and· contact the Conformity Assessment Services 1,taff ·member wlto· handled your p~t ff r~ns are .requm!d. For instructions on placing an order for this· :information in a ·3 · x 5-inch .format, you may refer to the enclosed order form for UL Card Service. )YCW 'Exhaust Hoods Without ~--st Dampen May-15.,2002 HALTON CO 1:01 INDUSTRIAL D.R; SC01TSVILLE. KY 42164 Model Capture -Cat OI,..ow,sw. sr, O,CSBS SB.W,LPV SWR-F,SIR5-F SWR-BP, SJRS.BP, SWR~FBP,SIR5-FBP . SWR-C;SIR5-C, S'n'R-FC, S(R5-FC, SWR-cBP, SJRS.CBP hngth.Ft 3-3 22/M.f 1i/3--14. 4-10 4-10 4-10 Air Flow cu.Ft/Min/Ft of Hood Length• Mm Max Eldtaust Supply# 222 260 260 160 260 260 200 260 160 Max Cooking Surface TempF 600 600 600 600 600 600 KVB-M, I<VC-M 5-10 400 1$ 19"' I<VE-H,.KVC-H S-10 600 200 19"· KVE-S S-12. 700 279 9@ · SWS · S-10 400 .261) 118 KVE',KVC ·4-14 400 149 11- KVE,KVC 4-14 600 200 11- 120 E0-1, EQ.2 4-12 400 KVL-A 3~U ~ 100 9@ ~...;~;.;.:.;::..;B;..,-----------.;;;it;;.;;J§;,_....--~~----::----:-=::~----~:~ 85 9@ 1$8' front7@@ MH12867 367358002 Pagel of2 A nol,for-profit organization dedicated to public safety and committed to qualily service Job Name: ------- Model: -------- Item#: The SG-BDL-O-WS ventilator is manufactured by Gaylord .Industries specifically for Wood Stone ovens. The eyebrow-type hood mounts directly on top of the oven, over the flue collar and overhangs the oven doorway. This ventilator is designed to capture all the solid-fuel exhaust from the oven flue collar and also to draw warm air away from the front of the oven. The hood comes complete with a pre-drilled mounting flange and all the hardware necessary for mounting.the hood to the top of the oven. The hood is constructed of 18-gauge stainless steel (#4 finish on exposed sides) and is equipped with baffle-type filters for removal of grease from the exhaast stream. The Wood Stone SG-BDL-O-WS is listed by UL, ULC and NSF. Its construction meets the requirements of NFPA-96 as well as those of all national mechanical codes. Spark arrestor tilters are available as an option.and must be used in all solid fuel installations. · The hood can be used in conjunction with one of Wood Stone's variable-speed exhaust fans (see page· 59) to create a very effective and responsive exhaust system. All ductwork beyond the ventilator duct take-off collar is. to be provided and installed by_ others in accordance with applicable codes. All hoods are pre-piped for ANSUL R-102 Fire Suppression. Options • 'flat Front or Curved Front Design • Solid Brass Trim FLAT FRONT DESIGN An ongoing program of product improvement may requir" us lo change specifications wlth9ut notice. Call Us Toll Free 1.;800-988-8103 CURVED FRONT,DESIGN l\i•l•i•fStone1 1801 W. Bakerview Rd. Corporation Bellingham, WA 98226 Toll Free (800) 988-8103 Tel (360) 650-1111 Fax (36.Q ~ 56 \ GREASE CUP , Depth ri (0,TIONAC CURVED "'"1j ~ r (FLAT fRONTj · j-1&:5----rrr · JLl,~ n WIDTH~ k j ~2(1'P) EXHAUST DUCT (NOT INCLUDED) DECORATIVE FASTENERS (TYP) · MTG. FLANGE UJ, LIStEo.·s;s FlLiffiS (2) , . CREASE CUI? 1 1/2" MOUt-!TfNG RANGE Call Wood Stone for exact dimensional and installation .specifications of all-Gaylord hoods for various MS and Fire Deck Series oven sizes. See page 59 for specifications on Exhausto fans for Wood Stone exhaust hoods. Oven.Model Number -.::t U') co t--CX) . LO LO 0 0 ·I I I I I ,;j" ,;j" co O> Cl) Cl) Cl) Cl) Cl) 0 (0 (0 (0 (0 co O> O> ~ ~ ~ ~ ~ I I 6 I Cl Cl Cl I I I I I u. u. u. u. Cl) Cl) Cl) Cl) Cl) ch ch I I ~ s: ~ ~ ~ en en 3:: 3:: 3:: 3:: Width 30" 47" 47" 48" 63" 50" 72" 72" 72" D Flat Front 33" 38" 38" 33" 33" 33" 33" 33" 33" .e ~ Curved Front 37" 42" 42" 37" 'q7" 37" 37" 37" 37' h Required CFM 450 685 685 700 920 730 1050 1050 1050 Duct Size 6"x6' 7.5'!x7.5" 7.5"x7.5" 7.5"x7.5" M"xB.5" f7.5"x7.5" 9"x9'' 9"x9'' 9"x9'' Static Pressure 0.80'' 0.80" 0.80': 0.80'' 0.80" 0.80" 0.80" 0.80" 0.80" . Weight in Lbs. 125 175 175 200 300 225 350 350 350 Revised November 2007 Call Us Toll Free 1-800-988-8103 www.woodstone-corp.com Stone1 Oven shown with optional stainless steel mantle. Hearth Capacity 8" pizzas 12-16 10" pizzas 10-12 12" pizzas 8 16." pizzas 5 Assuming 5-minute cook times, the approximate maximum hourly production capacity can be calculated by multiplying the above numbers by 12. OPTIONAL ACCESSORIES • Doorway and Service Panel Extensions • Stainless Steel or Black Granite Mantles • Stainless Steel Oven Tools • Custom Finishes • Exhaust Fan • Exhaust Hood • Wood Burning Option • Custom Wood Burning Accessories • Multiple Opening Option .c~-@. ANSI Z83.11b-2006 ANSI/NSF 4 CSA 1.Sb-2006 CQiiiiaf st on e1 AA ongoing program of product Improvement may require us to change specifications without notice. Revised June 2008 MT.ADAMS 51 Stone Hearth Oven WS-MS-5-RFG Gas-Fired The Mt. Adams Radiant Flame, Gas-Fired oven features a standard door opening 30-inches wide x 10-inches high. The inside diameter of the oven floor is 52-inches, resulting in a 15-square-foot cooking surface. The oven is ETL Listed for installation with only 1-irich side clearance to combustible building materials. The dense, high-temperature ceramic formulation of which the hearth and dome are cast creates a "deep heat sink" within the chamber of the oven. The oven is heated by an easily adjustable (105,000-BTU max.) wall of radiant flame located at the rear of the cooking chamber. The 1, 100-pound, monolithic, 4-inch thick cast-ceramic floor sits on 4-inches of rigid. insulation. The 1, 1 DO-pound, monolithic dome is also cast to a thickness of at least 4-inches. The-hearth and dome are connected and supported by a carefully tensioned steel exoskeleton, which ensures structural integrity and long life. The body of the oven rest? on a 1 O~gauge steel p~mbolted to a heavy-duty, 3-inch angle iron stand. The oven is wrapped with at least 2-inches of - spun ceramic. fiber insulation and enclosed (top and sides), with 16-gauge galvanized steel. The oven arrives completely assembled and ready to set in .place. The oven vents through a 10-inch O.D. flue collar located above the doorway. The Mt. Adams can be direct connected to a,power-ventilated, grease-rated chimney or can be vented with a Listed Type 1 exhaust hood, or one constructed in accordance with NFPA 96 and all relevant local and national codes. The oven must be vented in accordance with all relevant local and national codes, and in a manner acceptable to the authority having jurisdiction. Wood Stone's Radiant Flame, Gas-Fired ovens can be manufactured to be fully and easily convertible to Dual Burner, Gas-Fired ovens (this must be specified at the time of order). WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988-8103 tel (360) 650-1111 Fax (360) 650-1166 MT.ADAMS 51 Model Radiant Flame, Gas-Fired·Oven WS-MS-5-RFG [3' 40" 10" 111/2" 761/2" 48" 361/4" 1--38" ___j 20" 8" Inside Dia. 52" 10"O.D. MANTLE (OPTIONAL) ~ r--r-~-:-r---,-l:-~-'I MANUALCONTROL . KNOBFOR RAPIANT BURNER Front View 16 ga. GALVANIZEP STEEL SHELL MANTLE (OPTIONAL) MANUAL CONTROL VALVE FOR RADIANT BURNER OVEN CONTROLLER STAINLESS STEEL SERVICE/AIR INTAKE PANEL. H not used, equivalent access and air intake must be provided in this same location. TOE KICK (INCLUDED) INSTALLS HERE . Top View GAS INLET 3/4 inch N.P.T 120 VAC CONNECTION 10 INCH O.D.FLUE COLLAR MANTLE (OPTIONAL) Side,View 4" CERAMIC DOME 4" CERAMIC FLOOR 2" CERAMIC INSULATION RADIANT BURNER (IF EQUIPPED) 4" RIGID INSULATION 3/4" N.P.T. GAS INLET (18"APPROX. HEIGHT) UTILITIES REQUIRED Gas and Wood Gas Combination Ovens 1. 120-VAC/ 1.1-AMP Electrical Supply 2. 105,000-BTU Natural Gas Supply OR 94,000-BTU Propane (LP) Supply FACADE INFORMATION 1. All facades or enclosures are by others; see installation information for details. 2. Any facade or enclosure below the mantle allow the following: I a) Unobstructed access 17-inches to each side of centerline for removal of service/ intake panel. b) Easy access to all controls. c) Sufficient combustion air for gas burners; see installation information for details . VENTING INFORMATION The oven vents through a 10-inch O.D. flue collar located above tlie doorway. The Mt. Adams can be direct connected to a power-ventilated, grease-rated chimney or can be vented with a Listed Type 1 exhaust hood, or one constructed in.accordance with NFPA 96 and all relevant local and national codes. The oven must be vented in accordance with all relevant local and national codes and in a manner acceptable to the authority having jurisdiction. Unit Shipping Weight: 3,600 lbs. C ~ -@. . AA-., prog-·--1--""1 ANSl'Z83, 11b-2006 ANSI/NSF 4 require us to change specttlcations without notice. WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988-8103 Tel (360) 650-1111 Fax (360) 650-1166 CSA 1,Sb-2006 Revised June 200B info@woodstone-corp.com or visit www.woodstone-corp.com ' ~-· YYCW.MH13522 -Exhaust Hoods Without Exhaust Da ... 15:) ONLINE CEBf!E1CAT1ONS DIRECTORY YYCW.MH13522 Exhaust Hoods Withc;,ut Exhaust Dampers Page Bottom Exhaust Hoods Without ·Exhaust Dampers l See General Information for Exhaust Hoods Without Exhaust Dampers GAYLORD INDUSTRIES 10900 SW AVERY ST TUALATIN, OR 97062 USA MH13522 .------------------·r ·-· --·-----··-·-. ----,--. -·· .... _ -··--·----------·,-----·-----·------- j Air Flow cu Ft/Min/Ft i of Hood Length * . ~.,,11_.,__,1,,,,1,_,_11,1,l..d,1,1,1u • 4' • 1,1,r· i ~'"""'"'_,..,, __ ·--,-,,.,.,,, u,,,,,._,':,:1,-• _,,,u_.,...._,,1,1,u,,.i .>..<.,1.... ,, ,, ,,,., ! Model Series l : Min ; Max i Cooking Surface CCG-, CRG-, CRG2-, CGX-(**) I Length Ft i Exhaust j Supply# : Temp F I ·-·-·-• -.. -,~ .. ., .... , ... 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""""""'"··'"" ,,, .. ,, ....... ,,j.... . ................................................... i ...................... :.. . . .......... .---.. . ....... ! ... ... . . ...... .. .... . -·-··· .... 1. ........ -·-............... _ ................ -· . ·-.... -. ! VII-VIII-IX i ······c· -..... ,--.......... _ ........ ·-·-. ... ... . .... -·· 700 : : I SG-BDL-BB-MAR-III-IV-V- 1,,,,,,,,,,,,,,,.,, .... ~,, ...... , "''"" ............. .,,,,,,, • """" ..... ,,,,,,,, "'"""""'"""""'" .• ,., ... ,,,, • "'""""""·i l i ' VI-VII-VIII-IX ' 111,-un11,,1,....,,,.,.,,.,,.,c,:111m,:.1'1::1u11rr.r.m.-..-,1L-J11n::z:M11111n=11m,:.n11n.1'1111L-111111rm1ui1111nmm111rm"''""'" l 1 ___ ., ____ ., • ---· .. --·-----.-• --·1·--.. ,_.,_,,_, .. ·-----....... _ --• ·---... ,_,,_ -.,._ .. , SG-BDL-DS-CL-III-IV-V--VI-4-14 I 300 i NA j 400 "··• •""""""""'"~""m"""""'""•""""'""""'"""•"' ""•n•m "'"""""'."'"'""' .• "'."""'''"'""""'""'i/, ........................................ -......... 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NA . 700 111 _ , .,.,.,,.u,r1111m11111.um111111_.,r,rumun1,mm11rm-•umn111111a111111,u11, 1rmmu,ut1u111m "'"""' 11.1nw:,m1ml nri • -· ·--·-· --· ..... ~ -----.. • ._ •• _.,, __ ,_,,.,,_" ----• !,_._ ..... • • •., -"., ___ ... ., -· •-" •-• --_,. ---·• ·--· ,,. __ • -------·---·---• ·--·- VII-VIII-IX I r SG-BDL-0-WS"'""·"'""'=·'"="·="".""'""•"""'"'""""""'""""'~l-4--1-4-] 150 ~A·· ............... ··-,-~~;··· ... ·-.. ····--....... . !_,_., .. --.......... _._, .... ---........ ,_, .. _ .. , ........ ,--. ·-'' ........... ---..... -... -·----·-· .. ·-·-·~· .. --,--... --___ .,.,_. -......... ___ , __ . .,_,. __ , __ , ___ , __ , __ , __ ,, __ ,. --·-_,,_ ·--· --·--• • ... -· --•• J.., ____ -·---·--·--·---·----.. --·-·-· ---·----- III = Hood depth in inches. IV = Hood length in feet. \I \. 150-10 inch high filters; 250-16 inch high filters; 350-20 inch high filters. Vt = ABF-Aluminum Baffle Filter; SBF-Stainless Baffle Filter. 6 of14 4/12/2007 7:36 AM March 27, 2006 Mr. Derek Schrock Halton Company 101 Industrial Drive Scottsville, KY 42164, USA Phone: (270) 237-5600 Fax: (270) 237-5700 bear Mr. Schrock: lntertek ETLSEMKO This is to confirm that lntertek Testing Services has completed our evaluation of your Model KVE (Wall hood), KVVj (Island hood), KVR (Elliptical Hood): Enclosed is one copy of the Listing Report for your records. A copy of this Report will be sent to the ETL Field Representative for use at the time of the Initial Plant Inspection. Please be advised that distribution of copies to the manufacturer(s) is your responsibility. If you are not enrolled in lntertek Follow-up Service Program for the ETL Mark, you should have received (under ~ separate cover) information and forms which detail the steps which must be completed in order to apply the E~ mark to your product. ~f you have not received this information or you _have any questions concerning this proce , ', please contact Barb Fritts at (607) 758-6355. · · Your c;ontinued interest in lntertek services is appreciated. Please contact us if you have questions. Sincerely, /~J ~:Z::ar . Project Engineer cc: Certification & Surveillance Services Office; Cortland, NY USA lntertek Testing Services NA, Inc. CE 2307 East Aurora Road, Unit B7, Twinsburg, 0~ 1 Telephooec 3304""'55;! ''" 33•4050554 C' u ~ ,. ·~ j LISTING REPORT INTERTEK TESTING SE·RVICES NA INC. 2307 E. Aurora Rd. Unit B7 Twinsburg, OH 44087 Job No. 3085193 Issued: March 27, 2006 Page 1 of 29 REPORT NO. 3085193CLE-002 INSPECTION, TESTS AND EVALUATION OFA EXHAUST HOODS RENDERED TO HAL TON COMPANY SCOTTSVILLE, KY GENERAL: This Repqrt gives the results of the inspection, tests and evaluation of a Exhaust Hoods for compliance with applicable requirements of the Standard for Exhaust Hoods for Commercial Cooking Equipment -UL 71 O (5th Ed., 12/28/95, Revised 4/14/99). This investigation was authorized by Purchase Order No. PO18581, dated 9,/29/05. The investigation was begun on 11/7/05 and completed on 3/27/06. A prototype sample in good condition was provided by the client on 11/7/05 and tested at the client's facility in Scottsville, KY. Exhaust Hoods for Commercial Cooking Equipment-UL 710 (5th Ed., 12/28/95, Revised 4/14/99) Applicant: Halton Company Manufacturer: Same as Applicant Contact: Phone: Fax: 101 Industrial Drive Scottsville, KY 42164, USA Derek Schrock (270) 237-5600 (270) 237-5700 Contact: Phone: Fax: Manufacturer: Contact: Phone: Fax: Ventmaster 1021 Brevik Place Mississauga, Ontario Canada L4W 3R7 Joe Profena (905) 624-0301 (905) 624-5547 An independent organization testing for safety, performance, and certification. This report Is for the exclusive use of lntertek's Client and is provided pursuant to the agreement between lntertek and its Client. lntertek's responsibility and liability are limited to the terms and conditions of the agreement lntertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is auihoriz!)d to copy or distribute this report and then only In its entirety. Any_ use of the lntertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by lntertek. The observations and test results In this report are relevant only to the sample tested. This report by Itself does not imply that the material, product, or service Is or has ever been under an lntertek certification program. SD 16.3.I0b (9/30/05) ! t lntertek Testing Services NA Inc. Report No. 3085193CLE-002 Halton Compa.ny Report Composition: Numbering Cover 1 Revisions 2 .. Main.Report..................................... 3-13 Illustrations ·-············· ·-·-·-············· 14-27 · .. Markings 28 Components Requiring Yearly 29 Testing .. · Total Numb~.LQ.f..f~g~es __ ....................... 29 Page2 REVISION s.UMMARY -The following changes have been made t9 this Report: Date/ Project# Project Handler/ Reviewer Page Item Description of Change NONE Issued: 3/27/06 SD 16.3. !0b (9/30/05) <. Report No. 3085193CLE-002 Halton Company PRODUCT COVERED Page3 .PRODUCT DESCRIPTION Model KVE (Wall hood), KV'f'I (Island hood), KVR (Elliptical Hood), KVC (Wall Hood) PRODUCT DESCRIPTION Issued: 3/27 /06 The products covered by this Procedure are exhaust hoods without exhaust dampers for restaurant cooking appliances; These exhaust hoods without exhaust dampers are intended principally for use over commercial type cooking equipment such as ranges, broilers, deep fat fryers, grills, etc. The assemblies are factory-built units. MODEL SIMILARITY All Models KVC are identical· to the Models KVE except for. the addition of a front separate supply air plenum with its separate supply collar. The KVE, KVC, and KVW models have a minimum width of 42 inches and a minimum length of 48 inches The minimum height of the hoods is 24 inches. Models KVR have a minimum width and length of 48 inches. ELECTRICAL RATINGS Product . 1/oltaae Current Freauencv 1\11 Hoods: Fan circuit 125/240Vac 20A 50/60Hz 1\11 Hoods: Liahtina ·circuit 125/240Vac 20A 50/60Hz Other RATINGS Hood Side overhang Skirts Appliance Temp (°F) TAB Exhaust Temp C&C (cfm) cfm/ft C&C (scfm) Scfm/ft KVW 9" N 700 0.11 84 3568 255 3477 248 KVR 9" N 700 0.11 84 3568 255 3477 248 KVW/KVR 9" y 700 0.04 85 2154 154 2094 150 KVW/KVR 9" y 600 0.03 '86 1867 133 1812 129 KVW/KVR 9• N 600 0.07 85 2849 204 2771 198 KVW/KVR 9• N 400 0.03 85 1865 133 1814 130 KVW/KVR 9• y 400 0.01 85 1077 77 1047 75 KVW/KVR 5" y 400 0.02 80 1516 108 1488 106 KVW/KVR 5• y 600 0.05 82 2401 172 2348 168 KVW/KVR 5" y 700 0.05 85 2408 172 2342 167 KVE 6" N 700 0.51 83 3413 244 3332 238 KVE 6" 36" rear -700 0.34 84 2790 199 2718 194 KVE 6" 36" rear 600 0.24 84 2344 167 2283 163 KVE 6" N 600 0.29 83 2574 184 2512 179 KVE 6" 36" rear 400 0.05 80 1066' 76 1046 75 KVE 6" N 400 0.12 78 1648 118 1624 116 KVE 3" 36" rear 400 0.71 76 4002 286 3957 283 KVE O" 45• rear 400 0.05 81 1067 76 1045 75 KVE O" 45" rear 600 0:1 83 1512 108 1475 105 KVE O" 45" rear 700 0.12 84 1587 113 1546 110 SD 16.3.!0b (9/30/05) Report No. 3085193Cb.E-002 Halton Company Page4 TEST PERFORMANCE NO .. 1 Issued: 3/27/06 A representative sample of the product was tested in accordance with the Standard for Exhaust Hoods for Commercial Cooking Equipment-UL 710 (5th Ed., 12/28/95, Revised 4/14/99) and the Standard for Exhaust Hoods and Related Controls for Commercial and Institutional Kitchens -ULC-S646-98 (1/1/1998). The following tests were performed: Test Description Thermostat Calibration Test Temperature Test Cooking Smoke and Flare-Up Test Abnormal flare-Up Test Fan-Failure Test Fire Test Burnout Test Dielectric Voltage-Withstand Test Heating Test UL. 710 Clause 29 30 31 32 33 34 35 41 44 Results of the tests indicate the specimens conform to applicable test criteria. SD 16,3. !0b (9/30/0S) • Report No. 3085193CLE-002 . Halton Company Page 5 CONCLUSION. Issued: 3/27/06 A representative sample of the product covered by this report has been evaluated and found to comply with the applicable requirements of the Standard for Exhaust Hoods for Commercial Cooking Equipment -UL 71 O {5th Ed., 12/28/95, Revised 4/14/99) and the Standard for Exhaust Hoods and Related Controls for Commercial and Institutional Kitchens -ULC-S646-98 (1/1/1998). · Report prepared by: /l ~~1f .".- L t:Jb~ , - A hruf Matar Project Engineer . Report reviewed by: ~ ~ 3/29/06 Allen Pirro Staff Engineer SD 16.3.I0b (9/30/05) PAGE 33/35 10/24/2008 02:39 85855206~4 PACIFIC BUILDING GRP -,, Fire Barrier· Duct Wrap 15A · Commercial. Kitchen Grease Duct Fi.re Protection Syste1n . ti1! '. I. I NFPA 96 Oon1pHR; With OQmpUm; with ( 0 :· I C«npllll~ao lllfamllllon~I S!antfllrd ~ •.a. 11m e11111i;tn Mcoham(QIII CadavMeehan!Q~J CCtf~\: 1! w .. ~IZ'-..... • "*o .. ,.,o•~ ···, ., Vlldl Cfllllp!Ja'l11<1 • Product Data ~""nrt it~ll · 1. Product Peacrlption _ 4. Typlear Physieaf Propertles:-S !v ~ ~ 3M™ Fire Barrier Duct Wrap 15A is a fire resistant Blanket Color: gray/greeA._O , wrap consisting of a patented Inorganic:: blanket Weight: 1.38 lbsr, ff. 73-~t~q. ~ encapsulated with a scrim•rtinfcrced foil. ft is used to ~ ~"vr" g}~ fire rate commercial kitchen grease ducts and Is a 5. Pertormanee ~ C\'\, 0 Q" · proven altemative to 1 or 2 hour fire re,lsta.nt rated 3M Fire Barrier Duct Wrap 1 ~~,n...~~n shaft enclosure$. This non-asbestos wrap contains a accordance wlth the folloV1tf g: ~' · "v~0 safer fiber construction"' and insta.lls ea'1ily because of ASTM Q 411 ~TM 5 11 g 6' ~-:- its high flexlbll!ty and .strength. 3M Fire Barrier Ouot ASTM C S18 XSTM E 13~·*-'\ ~ Wrap 15A is the thinn11t standard, slngle layer fire ASTM E 84 ASTM E 81~'-' <Q°" resistant wrap ·that h~$ passed the UL 1978 te$t whloh UL 1978 (Sections 12 & 1 S) simulate$ a grease duot fire. Wit!'! its excellent insulating capabilities, It Is an ideal cholee for tight $paces because it protects combustible constructions at zero clearance to tht overla.p or collar. 3M Fire Barrier 1000 N/S, 1003 SIL and 2000+ Silicone Sealants used In eomblnatlon SM Fire Barrier r;,uct Wrap 15A provide an effective firestop when the duct penetrates fire rated walls and floors. ' Features . • Thinnest, standard one layer wrap for greut duats rated as a shaft alternative per UL 1978 • Zero clearance to the overlap or collar for oonge$ted spaces , , High flexibility fer installation ease • Foil encapsulated with unique center overlap searn for blanket proteotlon, less dust, and high wrap strength • Widest range of penetration seal systems • Safer fiber construction'" •Ha$ been demonatrated 't0 bl!! 101ubls In the lungs aooori;!ing to eu gulcl&lnes 871548/EWG, Nottt o for blo persistence. 2. Apprtcatl011s . · 3M Fire Barrier Ouot Wrap 15A is an Ideal fire resistive enolosure for commercial kitchen grease duets. It is a proven performance alternative to a 1 or 2 hour fire rosl.stant rated shaft enclosures and provides zero clearance to combustible c:cnstructlon at overlap or collar. 3M l=lre Barrier 1000 N/S, 1003 S/L or 2000+ smeone Sealant Is used In combination with 3M Fire Barrier Ouot Wrap 15A to firastop the duct when the duet penetrate$ flre rated floors and walls~ 3, AvallabfUty Prod11cl Unit Size Surface Burning Characteristics (ASTM E 84) Foll Enoapsufated Blanket: Flame Spread: o Smoke Developed; o Bfanket: Flame Spread: 0 Smoke Developed: o Thermal conductivity .500(260) 0,922 1000 (537). isoo ts1S) 1BOO {982) ,,. 2.27 For teohnical data and properties of 3M Fire Barrier 1000 N/S, 1003 S/L and .2000+ smeone Sealants see separate product data sheets available from your 3M representative. Greasa Puct Llstinas Fire Enolosure s~em umana Point Lab. DHIDn Nn1. Resfstlve Duett System TDl'Illl9h• l'ISUng P11n,tratton svstam 1 qr 2 hours 1 raver ot SM Ffre Barrier GD532 r FU57W Duct Wrap 15A , S In. GD5S8F F 58 F (76 mm) perimeter and FS 569W longitudinal overlaps rS 560 F FS 561F FS662W FS eesw FS 578 F rS.579 W Cods Compliance SM Fire Barrier Duet Wrap 15A complies with requirements of the following codes: BOCA ES Compliance Report 21e1 NFf=!A 96, 1996 E:dltlon Standard Meohanroal Code ,. 10/24/2008 02:39 8585520604 -~· , .. .., International Mechanical Code' Standard Building Coda SBCCI eS Complianoe Fie-port 21$2 This Is only a partied !fit of eode compllanee. For the latest code ind approval Information go to www.3m.com/firestop or speak to your authorized 3M distributor or sales representative at (800) 328·1887. 6. tnstalJatton Technlque.s · 3M Fire Barrier Ouot Wrap 15A system sliould be Installed in eocordaf'.lce with the following .installation Instructions. Material and Equipment • 3M Fire Barrl•r. Duct wrap 15A blanket, 1-1/2 In. (Se mm) thick, 24 ln. (SO om) or 48 In. (121 om) wide, 20 ft, (609 om) standard length. The 48 in. {121 om) wide blanket helps to minimize waste. , Aluminum foll tape. · 1 Minimum $/4 in. (19 mm) wide filament tape. , Carbon steel or stainless steel banding material, minimum 1/2 In. (12,7 mm} wlde,.mlnlmum 0.015 in. (0,38 mm) thiek, with steel banding ollps. • ~and be,ndl!'lg. ten$ioner, crimping tool, ~nd banding · cutter. • Minimum 12 gauge oopper-ooa.ted .steel Insulation pins; galvanized steel or stainless speed olips, minimum 1-1/2 in. (38 mm} square or 1·112 fn. (38 mm) dia. round, or equivalent sized Insulated oup-head plnsi ciapaoltor discharge stud gun. ~ Acee$s door hardware: four galvani:md stael thread · rods, 1/4 in. (8 mm) diamettr bY4-1/2 in. to 5 iii. long (114 mm to 127 mm) with 1/4 In. (6 mrri) wing nuts and 1 /4 in. (6 mrn) washers: 4 In. (102 mm) long steel Mllow tubing to 'fit thrtaded rod$, .. Minimum 4.0 lb. (1,8 kg} density mineral wool or sorap piecH of 3M Fire aa.rri•r Duct Wrap 15A. • 3M Fire B~rrier 1000 NJS, 1003 SIL or 2000+ Silicone Sealant. Storage: The SM Fire Barrier Duct Wrap i SA and 3M Fire Barrier 1000 N/S1 1 ooa Sil.. and 2000+ Silicone Sealant$ must be stored In a dry warehouse environment. Pe.nets should not be stacked. Preparatory Work: 3M Fire Barrier Ouot Wr~p 15A is lnstilllltd with oommon too.la, such 11\S knives, banders and capacitor discharge guns tor applying Insulation pins. In order to install the dL1ot iirestop system, the surfaces of aJI the openings and penetrating Items ne~d to be clean. dry, frost free and free of dust. · Mtl!thod: To mlnimii.f waste, SM Fire Barrier Duot Wrap 15A material should be rolled out tautly pefore measuring. Ganeral lnstruelions for Installing the 3M Fire Barrier Duct Wrap 15A Include a ot'le-layer wrap constructiori applied directly to the duct. The SM Fire Barrler Duot Wrap 1 SA blanket Is wrappecl ar01,1nd the perimeter of the duct and is cut to ~ length.to overlap · itself not lees than S in. (7& mm). Th.e o~erl!P made by adjacent blankets forms the ''long1tud1nar overlap. Aluminum foll tape is used to seal all out edges of lhe blanket and any tears in the foll scrim: PACIFIC BUILDING GRP PAGE 34/35 There are three (3) approved installation technlqutt for lnetalling the SM Fire Barrier Ot.1ct Wrap 16.A (See Figure 1)~ 1. Telescoptng 3 In. (76 mm) Overlap Wrap With the telescoping overlap wrap method, ea.ch blankat overlaps one adjacent blanket, and each blanket has one edge exposed and one· edge covered by the next blanket as shown in Figure 1. rhe visible edges of the perimeter overlaps all point In the same dlreotion. . 2. Checkerboard 3 in. (76 mm) Overlap Wrap With the 3 In. {76 mm) checkerboard overlap wrap method, blankets with both eelges exposed alternate with blankets with covered edges, as shown In Figure 1. Th~ visible edges of the perimeter -overlap$ alternate 1heir directions and appear on every othli>r blanket. a. Butt Jalnt Witt) CoJlar With the butt joint and collar method, adjacent blankets are bLrtted tightly together and s In. (152 mm) wide ¢Ollar of 3M Fire Barrier Ouot Wrap Is eentE>red over the joint, overlapping eaoh blanket by 3 fn. (7S mm) minirrn.,m as shown in Figure 1. In all three overlap techniques the perimeter overlap can ocour at any looatlon on the cluot. The blanket ls meohanloally attached to the duct by s1eel bl!l,ncling or by welded Insulation pins and ollps for an three installation methods listed above. For Sanding Only {$eQ Figure 1) Filament tape can be used to temporarily hold the bl4\nk•t In place until the banding Is applied. The steel banding Is applied ~round the duet 1·1/2 in. ($8 mrn} from eaeh edge of the blanket, and maximum 10·1/2 in. (26,? cm) ceriters. The banding is placed around the material and tightened so as to sufficiently hold the 3M Fire Barrier Duct Wrap 16A in place against the duet1 compressing the foil but not cutting the ton. Additional Pinning to Prev11mt Sagging of the Wrap: For Ducts M in. (60 om) and larger in width, additional pine are needed to support the blanket on the bottom horJzontal surface and on the c:,utside faee of a vertloai duct run, Space pins a maximum of 1 Oai/2 In, (26,7 om) apart In the direction cf th; blanket width, and a maximum of 12 in. (30 om) apart in the direotion of the blanket length. Refer to paragraph below for more information on Mechanical Fastening witti Pins. · For MeohanicaJ Fastening witti Pins Only Insulation pins are welded to the duet In the centers of the overlaps a minimum of 't·i/2 In. (38 mm} irom eaoh edge of the blanket, and spaced a maximum of 10·112 in. (2Ei,7 cm) 011 center along perimeter overlap and a maximum of 10·"112 in. (26,7 mm) on center along l0n9ltudlnal overlaes. The blanket is. Impaled over the pins and held in place by galvarnzsd speed clips. Insulation pint that extend bayond 1he blanket wrap shall be turned down 10 eliminate sharp 10/24/2008 02:39 8585520604 PACIFIC BUILDING GRP PAGE 35/35 ~ • The damaged section should be removed by cutting the steel banding or removing the clips holding it In place. "' A new aeotion of the same dimension should be cut from a rofl of 3M Fire Barrier Ouot WrAp 15A, elther 24 in. (80,9 om) or 48 in. (121 cm) wide: • The new section st,oulg be placed and fitted · ensuring the same.overlap that existed previously. • The si'Oel banding should be pJaeed around the . material and tensioned so as to sufficiently hOld the 3M Fire Barrier Duct Wrap 15A in place. ~. 2 .. 3, :r.-~. •' 6. 'i. B, 51. 10. Figure2 3M Fire BarrJer Duct-Wrap 15A C0mmerclal Kitchen Grease Duct Systems 1 or 2 Hour Aocesa Door System Aceeaa:Hole 1/4 in. rs mml C!a. All Threiaded Floda Access covar -1 s Ga1,1ae lnwt~tll'.ln r'l!'I.S -Welded First-I.ayer 3M Fll'fl Barrier Duet Wrap 1~ Cut Same Size As Covar Sscond Layar SM Fina Banitr DI.!¢ Wrap 1!A with 1 In. (25mml OvarlltQ On All Sides So.ad Ollct Aluminum Taoe Cover/no All Exi:,osed Edge. Scool Pieces For Threaded F!od11 1/4 In. (8mm) i:>!arruittillrWi11g Nuw System lnteig~ 1$ limited l)y quality of Installation. • If the blanket has not been damaged but the toil has ripped, seal the rips with aluminum foil tape. 8. Purchase Jnformatior:i 3M Fire Barrier products ar& available through a network of nationwide distributors. For information on where to buy, go to www.3rn.com/fil'estop. . 9. Ssfe Handling Information . Consult Material Safety Dl!l~a Sheet prior to handling and disposing of 3M Fire earrier Duct Wrap 1SA. 1. 2. SA, ·se Figure 3 3M Fire Barrier Duet Wrap 1 SA tommeroial Kitchen Grease Duct System$ 1 or 2 Hour Through Penetration Systems 4·1/2 Inch (11,4 cm) Concrete ~oor orWaU ~~~~ =:J 3" (?8 mm) 1!3A SystfJm Integrity is !imlted by quality ot inatall11tion. Warran~ Limited R1:medy. Thi• product win be IN!t from dtl!&Cls In materlal encl manufacture for I! pcrloel of ninety {90) dij),IS from data of purcl'll$1, 3M "MAKliiS NO OTK!:R WARRANTll!S INCLUDING, IUi NOT I.IMITEDiO, ANY IMPI.IED WAFIRANTV OA MEROHANTIBILITY 0A FITNl!S$ FOR A PAFITIC:UI.AR PURPOSE, Uaar la raapon1lblt lot' de!Grmlnln9 Wl'lelher ll'le 3M prod.uct Is flt for, p11rtlcvlar purpose and suitable for u111r'1 method of appllC1Atlo11. If ~Is aM-proouot Is provtd to ba dafactlve wllhln tl111 w11rmnty perlof.l statGd above, your exclusive remedy and 3M's sole obllgatton rinall bi, .ii SM'lt cptlon, 10 replaQe or repair tht 3M product or tefund the purchaee price of the procluot, l.lm.~UPO gf bllblllty. ~cept whel'I Pl'Dhlt1lttd by law, 3M will not be llablt for any loss or damage, arising from the use (If this SM prod-uct. Whtthe!' dltl!Ct, ll'ldil'ect1 spttc:1&11 lncldental or QDflffqUlll'lllaf, rtglrC!IHS cf tl'lt legal tl'leory !18Slertetl, lncludlng , w11rr«nty, ccntrac~, nt;llgenct or strict Jlablllty, 3M Consumer Safe1"31 and IJghtManagemtnt Department 3M Ccntc:r 223-2N-21. St. :Paul, MN 5$144-1000 · (800) 328-1687 Printed In l,1,$,.A, MOSZDW,!O OSM 20D1 SB-D4DO·l;i!le1Nl (NOV, 2001) I \ ,1 ,,, ~Y7'°"-----::·,·~•J¼,,; 1 Oven shewn with optional stainless steel mantle. Hearth Capacity 8" pizzas 12-16 · 1 0" _pizzas 10-12 12". pizzas 8 16" pizzas 5 Assuming 5-minute cook times, the approximate maximum hourly production capacity can be calculated by multiplying the above numbers by 12. Optional Accessories • Stainless Steel or Black· Granite Mantle . ' • Stainless Steel Oven Tool Set (with stainless steel hangers) • Custom Finishes (stuccoi..ready, stainless steel, copper) · • Stack-Mounted Exhaust Fan • Custom Oven-Mounted Exhaust Hood • Configured for Wood Burning . (changes model suffix to GGW*) *GGW models must be vented for solid-fuel (NFPA 96) \ JobName: _!...,V'" Model: WS-MS::S-GG Item#: The Mt. Adams Dual-Temperature, Gas-Fired Oven The Mt. Adams dual-temperature, gas-fired oven features a standard door opening 30 inches wide x 10 inches high. The inside diameter' of the oven floor is 52 inches, resulting in a 15-square- foot cooking surface. The oven is U.L. Listed for installation with a 1 inch side clearance to combustible building materials. The dense, high-temperature ceramic formulation of which the hearth and dome are cast creates a "deep heat sink" within the chamber of the overt The oven is primarily heated by an easily adjustable (105,000 BTU max.)wall ofradiantflame located at the rear of the cooking chamber. An 83,000'-BTU thermostatically ·controlled infrared burner mounted under the floor ensures constant deck temperatures. The combined effect of these heat sol,Jrces makes the Mt. Adams a very powerful and responsive stone hearth oven. The 1, 100-pound, monolithic, cast-ceramic floor sits on 4 inches of rigid insulation and is poured to a thickness of 4 inches. The 1, 100-pound, monolithic dome is also cast to a thickness of 4 inches. The hearth and dome are connected and supported by a carefully tensioned stainless steel exoskeleton, which ensures structural integrity and long life. The body of the oven rests on a 10-gauge steel pan bo!ted to a heavy-duty, 3 inch angle iron stand. The oven is wrapped with at least 2 inches of spun ceramic fiber insulation and enclosed (top and sides) with 16-gauge galvanized steel. The oven arrives completely assembled and ready to set in place. The Mt. Adams is U.L. Listed to the specifications of ANSI 283.12-1994, CGA 1.10-1994. The oven can be manufactured to burn either propane or natural gas; this must be specified at the time of order. The oven vents through a 10 inch I.D. flue collar located above the doorway. Our gas ovens are listed for direct venting thro"ugh a power-ventilated, grease- dl:Jct-rated chim·ney or through a listed exhaust hood or one constructed in accordance with all relevant local and national codes. Gas-Fired Oven l\i•l•i• f S t O n e 1 ® ® 1801 W. Bakerview Rd. <?orporation C ® L ® L Bellingham, WA 98226 Toll Free (800) 988-8103 coMPoNeNr LISTED 4T03 Tel (360) 650-1111 An ongoing program of product improvement may require us to change specifications without notice. Revised l'ebruary 2001 Fax (360) 650-1166 Call Us.Toll Free 1-800-988-8103 31 I i l I ) II ,. ... 32 i 1 Mt .. Adams Dual-Temperature Gas-Fired Oven 3" THERMOSTATICALLY CONTROLLED INFRARED UNDERFLOOR BURNER MANTLE (OPTIONAL) MANUAL CONTROL VALVE FOR RADIANT BURNER HONEYWELL GAS CONTROL VALVE (SV-1) STAINLESS STEEL SERVICE/AIR INTAKE PANEL SHADED AREA MUST BE FREE OF OBSTRUCTIONS TO ALLOW PROPER AIRFLOW 40• 10" Inside Diameter 52" 4" CERAMIC DOME 4" CERAMIC FLOOR 2" CERAMIC INSULATION -rc~--r--.--i'>L.:::--.-----'-:,'-:,,~ 11-¥===1+---RADIANT BURNER 4" RIGID INSULATION HONEYWELL GAS CONTROL VAL,VE (SV-2), 3/4" N.P.T. GAS INLET (25" APPROX. HEIGHT) 16 ga. GALVANIZED STEEL SHELL 10" -r--t--t--+--+--J!:==;=:=:}--1--j--'---___ MANTLE (OPTIONAL) 11l" MANUAL CONTROL VALVE FOR RADIANT BURNER 48" I . 38" . 64" 35• 12· 8" STAINLESS STEEL SERVICE/AIR INTAKE PANEL 120VAC/1.1 AMP CONTROLLER WITH DIGITAL FLQOR THERMOSTAT AND MASTER START/STOP UTILITIES REQUIRED: 1. 120 VACI 1.1 AMP Electrical Supply 2. 188,000 BTU Natural Gas Supply OR 15~,000 BTU Propane (LP) Supply FACADE INFORMATION 1. All facades or enclosures are by others; see installation information for details. 2. Arly facade-or e,nclosure below the mantle must allow the following: I a) Unobstructed access 17 inches to each side of centerline for removal of sf3rvice / fntake panel. · b) Easy access to all controls. c) Sufficient combustion air for gas burners; see installation information for details. VENTING INFORMATION Listed for installation with a Wood Stone exhaust hood or one constructed in accordance with all relevant local and national codes (NFPA 96 for GGW models); OR a building heating appliance chimney also listed as a grease duct, connected directly to the oven and power ventilated to affect a static pressure of -0.1 inch W.C. at the oven's flue collar. GGW model requires -0.14 in9h W.C. static pressure and must be vented in accordance with NFPA 96. See installation information for details. Gas-Fired Oven $ :,a -~ /fi:\ /4j:\ l)l•1•1•fStone1 MANTLE (OPTIONAL 32" SERVICE/AIR ~ C \:!Y \!Y 1801 w: Bakerview Rd. Corporation INTAKE PANEL coMPoNENr Bellingham, WA 98226 Unit Shipping Weight: 3,600 lbs. An ongoing program.of product improvement may require us to change specifications without notice. LISTED 4T03 Toll Free (800) 988-8103 Revised February 2001 Tel (360) 650-1111 F~x (360) 650-1166 Call Us Toll Free 1-800-988-8103 . ~ ii, . SAJ'!I-FLOR RECEPTORS . . ~I-II e.rr ~ t} 21940 12" x 6"· [305 mm x 152 mm] A.R.C. SANI-FLOR RECEl'T~R 7-3/4" [197 mu\~ epth f '5 -;2 .a A . _Approx. Grate Pipe Size '. Wt. Open Area Inches [mm] Lbs.{Kg} $q. In. [cm'] 2-3 ~ 4 [51-76-102] 28 [13] 17 [110] ENGINEERING SP~CIFICATION: ZURN 21940 Sanl-Flor Recepto"r, 12" x 6'; x 7-3/4" [305 mm x · 152 mm x 197 mm] deep·cast iron body and rectangU!ar square hole light-duty grate with white acid · resisting coated Interior and top complete with white ABS anti-splash interior bottom dome strainer. i----14(356} X 8[203]----; 112(305] X 6[152}~ -~'---.....--...- Z1940-KC-231LlUSTRATED ~ [60] I 8 [203] E 21940-KC-23 Sani-F.lor Receptor, 12" x 6" x 7-3/4" {305 mm x·152 m~ x 197 mm] deep cast iron body and rectangular square hole light-duty grate with white.acid resisting coated interior and top. with seepage flange with seepage holes with clamp collar (-KC) a~. aluminum bucket (-23): *Regularly furnish~d unless otherwise specified. ,/ OPTIONS ~-;:: OUTLETS (Specify pipe size in inches and type of outleij OUTLET 'E' BODY HT. DIM. OUTLET DESIGNATION lnJ{mm] TYPE Pipe Size/Outlet Type Z • ZN · Inside caulk •...• 21c, 3IC, 4IC .•..•• 10-1/2 [267) .•• 10-7/8 {276) No-Hub •••• _. ... 2NH, 3NH, 4NH ..•.. 10-1/2 [267) ..• 10-7/8 [276] Neo-Loc •...•••. 2NL, 3NL, 4NL ••••.•• 10 [254] ••.. 10-3/8 [264] PREFIXES z Cast Iron Body with White A.R.C. Interior" ZN (:ast Iron Body with White A.R.C. Interior, 13" x 7" [330 mm x 197 mm] N.B. Frame and Full Grate with 3/8" [10 mm] Square Openings+ +Add·1" (25 mmJ to 12" x 6" [305 mm x 152 mm] Dimensions and 3/8" l1 O mm] to 'E' · Dimension. SUFFI_XES -K Anchor Flange ,.KC Anchor Flange with Seepage Holes and ·cIamp Collar -LD Less Bottom Dome Strainer · -P 1/2" [13 mm] Trap Primer Connection · . -S Secondary Stralper -TC Neo•LocTest Cap Gasket(2"-4" [51 mm-102 mm] NL Bottom .. Outlet Only) '-:· -1 · Less Grate · .. , -2 1/2 Grate -3 3/4 Grate -4 Full .Grate with Square Center Opening -5 Grate wtth4" [102 mm] Dlameterx 3-3/4" [95 mm] High Funnel ~ Grate with 6" [152 mm] Dlameterx 6" [152 mm] High Funnel -7 Grate with 6-3/4" x 3" x 1" [171 mm x 76 mm x 25 mm] High Oval Funnel -8 Grate with 8-7/8" x 3-5/8" x 3-3/4" [225 mm x 92 mm x 95 mm] High Oval Funnel -11 Vandal-Proof Secured Grate· -12 Depressed Aluminum Grate -15 Solid Loose Set Cover . -16 1/2 Solid Loose Set.Cover · --17 3/4 Solid Loose Set Cover · · -23 Aluminum Buck~t -25 White A.R.C. Bucket . -31 Stainless Steel Mesh Liner for Bucket -32 Aluminum Dome Strainer · -33 White A.R.C. Anti-Splash Bottom Dome Strainer ZURN PLUMBING PRODUCTS GROUP SPECIFICATION DRAINAGE OPERATION. 1~01 PIITSBURGH AVENUE, ERIE, PA 16502 PHONE 814/455-0921 FAX: 814/454-7929 WEBSITE: www.zum.com Page 32 ., ~ i J ... -~NI-FLOR RECEPTORS ------,-----ZURN.- REPLACEMENT GRATES and COVERS 21900, z~ 901, 21902 . ~~~.·~ i ~~~~ rn~~ !~~ Ii----~ so.----i ·Full Grate ~9DO,Z1901,Z1902 Grate -Grate Rim Open Area . Part Thickness Sq. In. Number · 1/2 30 ·29001-1 1 I I ---+---- I I -~--9 so.------- -15 Solid Loose set Cover Z1900, Z1901, Z1902 Cover Rim Part Thickness Number 3/16 54252·1 --Bi so~==J -2 Half Grate Z1900, Z1901, Zt902 Grate Grafe Rlm Open Area Part Thickness Sq.In. Number 1/2 41 29601-3 7~ -...-----1 i---s sa.---i ·16 Ha!f Solid Loose Set Cover 21900, Z1901, Z1902 Cover Cover Rim. Open Area .. Part Thickness Sq. In. Number 3/16 22 54252-3 -3 Three-Quarter Grate Z1900, Z1901, 21902 Grate Grate Rim Open Area Part Thickness Sq. In. Number 1/2 36 29601"2 ----9 so:--- -17 Th~·Quarter Solid Loose Set-Cover Z190D,-Z1901, 21902 Cover Cover . Rim Open Area Part Thickness ·sq. In. Number ,3/16 12 54252-2 \ ' . ' -4 Full Grate ~/Square Center Opening Z1900;21so1, z1902 Grate · . Grate Rim Open Area Part Thickness Sq. lo. Number 1/2 33 29601-4 I I 2¾ so. __ · ffi-- ~-I 1---9S0.------1 -18 Loose Set Cover w/Square Center Opening 21900, 21901, 21902 Cover Cover Rim Open Area Part Thickness Sq. In. Number 3/16 -' 5 54252-4 . ZURN PLUMBING PRODUCTS GROUP SPECIFICATION DRAINAGE OPERATION, 1801 P/TlSBURGHAVENUE, ERIE, PA 16502 PHONE 81_41455~0921 FAX: 814/454~7929 WEBSITE: www.zurn.c~m P.ag~ 10 i .. WOOD STONE CORPORATION 1801 W. Bakerview Rd·. Bellingham, WA 98226 USA Toll Free (800) 988-8103-www.woodstone-corp.com. Tel (360) 650-1111 RevisedAugust2008 F~Ct> 1J f O 1-z)-, t t . -~. PART I Olountu nf J;§nn_ ~i~gn DEPARTMENT OF ENVIRONMENTAL HEAL TH FOOD ~-:0 HOUSING DIVISION FOOD FACILITY PLAN CHECK APPLICATION MAIN OFFICE SAN DIEGO 1255 IMPERIAL 3rd Floor . SAN DIEGO, CA 921.01 . . OREMODEL QCONVERSION 0MOBILE OcoNSULTATION 0REVISION, . . ' . . Facility Name lM,,Yt.N/IH 61"1.£ , f?:1-\PL,()ia C~iA Assessor's Parcel No. c,2,~ ..... Ci=lfJ-~~-oO Facility Address· 1...J~ JZ,.u.11-te:f-.~ D .Bt> City OrA6,Sl}O. Zip 1Z..OO~ BUSINESS OWNER: Nanie~·----------------Coi;npany--,-~---_-....:....:...· ---'-Af __ -~-'-__.__ ______ _ Mailing Address 2-if,'? ~1}\~ ~ p..,t) City t,Jd.4& 11~ State ~ . Zip "'['J..00€:J · · Phone ( ) __ ~ _____ Fax ( ) _______ E-Mail~-------------- DESIGNER/CONTRACTOR: Name ::t1rr:1 U?Qv-JN '1 Company t:,(l./J~$~ be'$' I 6J'l e,(LJH.l P Mailing Address '?~~ Ml AA M~/'1 Bu'O sn,. H City $A-tl Dl"=(d) State AA Zip 'j:Z.J Z. I d . ' -E-Mail Address · i"~ @, O(Nft, t.'$i5ll'j(Q\A p. ( OM State Contractor's License if applicable ______ _ Conta~tperson :Pd:-1 Contact Phone (~Sb) 'fSt -s,s r Kt 2-Vf fo,ji-::• ;:.,:.:".::. :.:·,, . .:,: .. :: ''.' ':, .. :,:c·.·.' :,:_ J;::,; ':,L j ::;: ~~-.:,.,i:i.s';:c.'.:.r: -~; ,i!:-,:L:;:;': ,; .. :,: )j);l~J-~{[~Jh)kt:~~~h'.F~iiHti~~;u\ :::.;":;i {;.:,,·)/;ir;'. ,i:1:-. ·;'., ·;1 .: f:·,::_. ·_i0 ,:··-;;,:;::"-• ·: •• :,=/ ' =:_ ,:: :_ :,; /;;;. ,:.-.-'· :. _, ·. :i .• · \ Total Square Feet of Facility: 1,,1.() _ I Projected Date for Com.p1etion: 6et'C l>i2 j Total # Staff: 'Max. Number ofFood Employees_per Shift: ~1-10 DI 1-25026-1000100+ Seatfng:_Oo 01-20021-50 051-100 ·1014- . Are sneeze guards required? ~Yes 0No-Ifyes plans must indicate details of the sneeze guard and location. ______ __,__ · Grease T~ap/Interceptor required: ~Yes 0No; If yes indicate location ~_I 11'~ GA-<,. IN SIJL\J\(J! ~"'+t> · # Erµployees Restrooms _3__; Public Access? l:)!Yes D No . / Will alcohol be served and consumed on site? 0Yes ~No SEWER: ~ublic-OSeptic/ Privat~ WATER: ~Public_.OWell/ Private (If private contact Land U~e at (858) 565-5173) Identify-the municipal water and wastewater district(s) IA~ ~-t(r'r' tf? Orl\.-Sf#rp , ~lft_:::: 4*,l it>~ e1ro COMPLETE PART II FOOD & HOUSING DIVISION-PLAN CHECK FHD-PC-177 (01-08) P-1 I P.ARTII .. , SUBMIT THE FOLLOWING DOCUMENTS WITH YOUR APPLICATION. Applications will not be processed until all required documents are received and all fees are paid. I) Plans must be submitted to a st!).ted scale (i.e., ¼" per ft.) and done in a professional manner. The minimum size is 11" x 17". A total of three (3) sets are required. An Environmental Health Note section must be on plans. 2) Proposed menu (Including seasonal, off-site and catering menus). 3) · Finish schedule of interior finishes. 4) Plumbing layout showing type and location of equipment with drains, floor sinks and plumbing schedule. 5) Equipment schedule showing type, manufacturer, and model numbers. 6) Floor plan iayout. All equipment shall be clearly.labeled on the plan with its common name. 7) Manufacturer specification sheets "cut sheets" for equipment shown on the plan. 8) Complete exhaust ventilation plans (HV AC), including restroom ventilation and kitchen exhaust system plans. 9) · All existing equipment and finishes must be defined. · ' 10) Site plan showing the location ofrestrooms, mop basin, alleys, streets, vacant lots, adjacent businesses, and outside equipment (dumpsters, well, septic system, etc.). · 11) Written legal agreement for shared restrooms or common restrooms not located within the establishment. 12) If there are open or continuous doors, then the food prep areas must be shown as completely enclosed. · 13)' For unenclosed (non-occupied) Mobile F'.90~.J;:acilities (NJ;fF), op_e~~ti<;mal proc~dures for food handling and the cleaning and . . sanitizing offood-c9ntact surfaces, food"equipnieht and utensils. 0 '.' • I ; • •• • • • ··14) N,(FF com.mis:iary, ·agreement letter, if available at that tiine, shall accomp!J.UY . t)l~. plarts ( otherwise, to be submitted upon ~pplication for the operational health permit.) · I I • I Kitphen ood Ventilation O Kitchen · o hood ... IXI ~uf:fe!, or_~aAad _bar . . . Ventless cookintlexempt !fl!!_?.(: ___ · ____ Qirtstitution' • ·, ·; ''. _;Q T~bt~sicle/_~i.splay _so_oking .. -·· _ Cafeteria · : __________ .J_O T?ke_q1,1t o..!!!Y.: _____________ J 0.H<?sp~tall.q~ensed care facility D Fastfoo4 l~g l D Lodging facility .. 0 B.ar -··-·-···---··-·--: .... _.J_O_M91!.i!~ veng_()t.______ i D _Galley . · D Deli · , · (D Scho,ol ; D Commissary{Vendi~g HQ: OTHER AGENCIES: Cl BLDG DEPARTMENT Cl FJRE DEPARTMENT Cl ZONJNG Cl WATER/WASTEWATER DISTRICTS Cl APCD Cl DEH-LWQ (NOTE: If you are ·the-business owner and an honorablr discharged veteran you may be eligible for a fee exemption.) . I declare under penalty of perjury that to the best ofmy knowledge and belief,'the description of use and information contained on this application and plans are correct and true. I hereby consent to all necessary inspectiq~s macie pui:suant to law and incidental to the issuance of this review and the operatio~ of this business. I also agree to conform to· all conditions, orders, and directions, issued pursuant to the California Health and Safety Code, · and all applicable County and City Ordinahces. I ·understand that if the plans are incomplete due to a lack of any of ~e-required infoimation, the plans will be rejected and upon resubmission, a plan recheck fee will be charged. I am aware that plan check fees are not fully refundable and that plans, once reviewed, will be picked up within 60 days or they will be-discarded: Plans are valid for one year after st.amp. Any changes to the released documents will be submitted· !!Ild filed with the County of San Diego, Department ofEnvii:omnent Health. , , · . . ---'! Authorized Sign~ture ~<:-J . .... . Print Name an~ ~We-Hern --. ~~;:~J, .. :; ';T ~ -. ,7:"'7,, ~- ._ .. FOOD & HOUSING DMSION-PLAN CHECK P-2 FHD-PC-177 (01-08) C' DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION PLAN CHECK CORRECTION SHEET June 5, 2008 .FP 20295 Re: . Callaway Golf The Department of Environmental Health Plan Check Division has reviewed your plans for the project above. The following information or corrections · ·are eeded prjor to approv;;1I. ubmit a mini_l])um of 3 sets of plans for approval. ... ~· For-.n..c:1..,rablishment to be fully enclosed. Indicate whether or n·ot the food ~~· · acility sho..wn-·is within an enclo~ed food court. For opening leading to the dini atio. how ai,d tate· on the door schedule that all exterior doors open outward and self-closing and tight fitting. See outdoor by the dressing room. I dish, pan and glass washers must drain to a 3" trapped floor ·sink with a legal air gap. Floor sinks to· be mJnimum 12" by 12". Indicate this on plumbing lans. , e 1ae complete planS' for exhaust hood. Gas fire #11 0 ' . . .,. T""" _ __...,,owing 'equipment requires a commercial hood exhaust system: #193, # 191, and #192. Only a barbeque unit _is allowed with out a hood. A recheck fee will be. payable based upon the date of resubmission of the . corrected. plans. To help expedite the plan recheck process, provide the page location of the correction on the plan correction sheet in the margin next to the item being corrected. Projects are cancelled after one year. If you have any questions, please call (619) 338-2365 to speak to a Plan Check Technician or Specialist. · Plans reviewed by: Cecile Sanchez Phone: 6-338-2065 Page 1 of 1 · I ~-~----~----.........cc...-.----""'!""'~------------------------------------- CB080772. 2180 RUTHERFORD RD CALLOWAY: 7,411SFWAREHOUS'fTO . Tn.~MRL.OY.F.E CAF.EfERIA W/EXL D!NIN~ P~JIQ ~-eF..--0 ~ Tt--.JPO I ~WD iMfAGr fffS fE:-t'Z-~J, I. 4-/,ig [ OS--To cl 1:) 1 i==1 ~ 't ~'L-. 5)q/D'b -~~ll.. LLIYY' {, ( 'th? &!,1 J;lt1 .It :/4 Ut IL I tvt/ -i--7---iA.L , _ '{ff' Lu f ~ ;r J f rwd ~ f 5 /Jk4 ""'-Jic {~ /hf . ! & tf. £5jd CLry . . . ; w/;;..0/08 ~ 1C @-fC · I • Aooroved Date Building 3/5J/(')"&j Planning 10:-~0~ Engineering Cfb -n8" Fire I lf:J':2-/0'i,, Health \017( Y0'-6 'H1!$M'Ai, Qu.dily""'. Comments Date Building 5-'f.o'r Im--//' l~,27 Pl~ing 1.,_j). 5.20 '(p/~b8 Engine~rinP ,S:"Zb &f::iJ--r. Fire 'r.d@loi Forms/Fees Sent Rec'd ·Due? School y N CFO y ·N PFF y N Pp&M 'o/;xp/(;6 llk46R v N Bv I ,,, If/ ~ t-.I. fl_ C,, By I"' l It lo1s -CI~ UL -b UJ/ f;)c,;)..JOAt !dL ¼. GS&r· I / h¼£ ~ \ h7-6Y Sy} CJ1 . / -tu hY?E Specjal bisp. ~l2i>/rs-: ~Y) N , Fire f,6 y N Sewer y N -- , 1.fJ-/o'5 ' P ~ o..-fd-~~-'jf:.. ~~ ~....... -h ~ , _. . . . .....c.m_ 7 \ -·~ ~-·· ... ' -I ,\ ' i if<( -- ! i I I I l . ~> ~ ~. cfs c/ . . • . 1fM ,:::~· .... ·::-·-::, .... , , )f-3-67' / &4@~0.. . ~ ~:12~~,e In /'y]-or ;f)(J.)tJAJJ!-~ f's:-. ll "'"'/Lx-JJ.~m"°-q . ,{~;t't'~~~-~,--·-,()1:m'fr,:.¼Y!?b~"\ -~~ '-1Jl/fQ U ;.;-I U/ _ (} "jU1 " -,-..._, ,J~'f-(->fA ,IWJ,l.,,,,,,,..._;, / T-- / (-1.e --t/V' &'% _cur . . . . , . . r ...L.1,€) 3.S-0"1 fs c/,-f CUfJ "'vl ~ I cs-- 0