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Home My WebLink About2261 RUTHERFORD RD; ; CB011337; Permit, oi~h~11 -()v?:J ts~ t/ \ City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07/09/2001 Commercial/Industrial Permit Permit No: CB011337 Building Inspection Request Line (760) 602-2725 Job Address: .Permit Type: !Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2261 RUTHERFORD RD CBAD Tl Sub Type: 2120612100 Lot#: $680,290.00 Construction Type: Reference #: CALLAWAY GOLF BLDG 8 22,743 SF IMPROVEMENT INDUST 0 NEW . Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: CALLAWAY GOLF CO ISSUED 04/09/2001 MDP 07/09/2001 07/09/2001 SMITH CONSUL TING ARCHITECTS STE 200 12220 EL CAMINO REAL SAN DIEGO CA 92121 (858) 793-4777 2285 RUTHERFORD RD CARLSBAD CA 92008 4035 07/09/01 0002 01 CGP Total Fees: $32,764.15 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Total Payments·T<> Date: $1,46'6.00 . Balanc~ Due: $31,298.15 $2,250.97 · Meter Size · · $0.00 · · Add'I Reel. Water Con. Fee $1,463.13 · Meterfee $0,00 SDCWA Fee $0.00 .CFD Payoff Fee $142.,~6 .PFF. $b;Q0i PFF (CFD Fµhd) .. $0:00 µ!9ense Ta~ . . • $0.0b··-· License Tax (CFD :Fund) $0.0(f---·· -Traffic Impact Fee $0.00 '·. ~~ :Traffic lmpact:(CFD Fund} $0.00 !PLUMBING TOTAL $0.00 ,, ;_:,_1 )~1:l;GT@.ICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee: Sewer Feet $0.00. $0.00 Redev Parking F.ee: Additional .Fees: TOTAL PERMIT FEES FINAL APPROVAL bate: / #$1fi£-> , Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $11,243.40 $0.00 $4,172.64 $0.00 $216.00 $160.00 $192.50 $0.00 $12,922.65 $0.00 $0.00 $32,764.15 NOTICE: Please take NOTICE that approval of your project includes the "Imposition· of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Cartsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otherwise ex ired. 02 31298n15 FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PLAN CHECK NO. C) \-\ ~3, { EST. VAL. & y0, :z_.__ ~ O Plan Ck. Deposit )( '::\ G b o Validated By t'v( d Datj174 04/09/01 ,~, ll~v•~"'{'"""',,.,.,,_~yn,,,,~,,,. Unit No. Phase No. Total # of units # of Bathrooms State/Zip Telephone# Fax# r~~rr:,.. . . 0 . , . . .. . Address ~ ~ City ;.f.;.:,., PROPERntO NER• ·~ __ .... · .... ::.,_·--· Address (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to .construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions ·Code) or that he is exempt therefrom, and the basis for the al!eged ·exe tion. Any viol~f·S~ction 70 1.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred doJLars [$500]). ~,-a._~~,..__K-~O~~~a~~___.__,~._~I_H-"-=,6'-----'""--="Z=d~~.£...LJ~a==-,--"c~~~~'._,,_,f~~-"-=e--<->-~"'-'-''.s..:L-L-~~~O_~=-~q."-'-'~/~ Name Address City State/Zip 9, T~b.Qne # State License# 3 2"1~s-r ·License Class b City Business.License# / / ~ 0 ._;5 Designer-Name • Address {i · City 9 State/Zip Telephone State License# . -~--------.. --···-----·-Jl:_')-l)Q_ ___ ----S ·~~,_jJJ}J~--, .. Ji'J~}]_l/):-_fJJ? :w. WOl'jKJ;as:-coMP,ENSAT,toN·:· ~., •.. ": · .... · :,:, : .• , , .. _.:: :.·. "'. ""·' ·, .• .: ... , _ _,· .. ,_., ....... -• ... --~-.... ,;::." :,.;-,, ·,.,. ··<. ,,,''°"'>," "·: .,·:; .': .. _ , · Workers' Compensation Declaration: I hereby affirm under penalty of perjury·one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: 3 1 I,,-- Insurance Company 6 TA te PC/ N j) . Policy No. 6 3 3 7 V -d CJ Expiration Date /0 ~ / -0 I !THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED·DOLLARS [$100J·OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this perm.it is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE _________________________ ~_ DATE ________ _ r7.~-~-owNERisu'11.bER'DECLARATJO'ti .. _ -~--~~ , ,,_l :_"'"; -·,' ":""' ,.,,, ~,:l_-A:~ _ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended. or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale·)."' ,i':.' • -~ • ¥. .~ .. 1n-; D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves .thereon, and contracts..:t~r such projects with contractor(s) ,licensed pursuant to the Contractor's License Law). -· ·' l -. •:, . ! .. t'-.,, D I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvemen\,D YES ONO , • ,, .4 ! . ' 2. I (have / have not) signed an application for a building permit for the proposed work. \ ,• • : 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors liciinse number): . • G 4. I .Plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address"! phone number/ contractors license number): _____________________________________________ _ 5. I will:provide some of the work, but I have contracted (hired) the following. persons to provide the viorl<.indicatecf (include name i address./ phone number/ type of work):·------------'-----------------------------------~--------- PROPERTY OWNER SIGNATURE _____________________ _ {<;p,.k1,P.!;j:[!;J;l.;l,l§;,~.l;~T,19~91lN(>N,.,W!;'§'JQ.-€"V,77~t;,~WL.P!.N~,1;~Mtt§.P~~ , · .• ,,.,;, ... ::.::::: .. : .:::<. i_, .. , -... ,A,,,...~~- ls the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and ·prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES O NO ls·the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. l~~®N$J61.lQllQ~~-~l'!P1N.~~~~N.!f:Y.:•.: ..... ,.,.:. _ .. .: .......... . , , , ~~ >: ,: :,/~' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME t~;.:_.:,;A'lf@~tlt:;;·c;;ER;;'!l];.:·IF.;.:5JP;;· ~;;;;.'il';.:JO:;,_K;;:;:· ·=-:.:=:. ;:_;:_...,-::::::=:::=-:::=::::::::--:: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize· representa~ives of the Cit\' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSH,I\,: An OSHA.permit is required for excavations over 5'0" deep arid demolition or construction of i,tructures over 3 stories in height. EXPIRATION: Every perm· is ed by the building ffici under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized·by such permit i n withi O ys fr~m the date of such permit or if the building or work authorized by s ch permit is suspended or abandoned at.any time after the work i cdrilrlell~Elltl (Se · n 106.4.4 Uniform Building Code). APPLICANT'S SIGNATUR YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 01/22/2002 Permit# CB011337 Inspector Assignment: TP Title: CALLAWAY GOLF BLDG 8 Description: .22,743 SF IMPROVEMENT Type:TI Job Address: Sub Type: IN DUST 2261 RUTHERFORD RD Phone: 7608012426 Inspector: e Suite: Lot 0 Location: APPLICANT SMITH CONSULTING ARCHITECTS Owner: CALLAWAY GOLF CO Remarks: Total Time: CD, Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Finijl Mechanical Associated PCRs lnsi;iection Histoiy Date Description 01/1,4/2002 89 Final·Combo 01/11/2002 14 Frame/Steel/Bolting/Welding ·12/13/2001 17 Interior Lath/Drywall 11/16/2001 18 Exterior Lath/Drywall 11/05/2001 14 Frame/Steel/Bolting/Welding 11/05/2001 34 Rough Electric 09/27/2001 89 Final Combo 09/07/2001 14 Frame/Steel/Bolting/Welding 09/07/2001 24 Rough/Topout 09/07/2001 34 Rough Electric 09/07/2001 44 Rough/Ducts/Dampers 09/05/2001 14 Frame/Steel/Bolting/Welding 08/27/2001 19 Final Structural 08/27/2001 84 Rough Combo 08/23/2001 14 Frame/Steel/Bolting/Welding 08/23/2001 34 Rough Electric Act Comments Requested By: KIRT WATSON Entered By: CHRISTINE AP Act lnsp Comments co TP AP JP STORAGE/ENCL AP PY NR TP co TP NO FRM DTL co TP NR TP NOT COMP AP TP T-CEIL@ TRNING RM WC TP AP TP CEIL LITES @ TRNING RM AP TP DUCTS TRNING RM C0 TP T-CEIL CTRN RM Pl TP CONF WC TP AP TP t-BAR CEIL SEE CARD 8/24 AP TP CEIL LITES SEE CARD 8/24 ~ ~·· ._. · . .,. City of Carlsbad Bldg Inspection Request For: 01/22/2002 Permit# CB011337 Inspector Assignment: TP 08/23/2001 44 Rough/Ducts/Dampers AP TP DUCTS, PLMNS SEE CARD 8/24 08/20/2001 14 Frame/Steel/Bolting/Welding AP TP T-BAR CEIL SEE CARD LOC. 08/20/2001 14 Frame/Steel/Bolting/Welding AP TP SEISMIC UP GRADE @ ROOF 08/20/2001 24 Rough/Topout WC TP 08/20/2001 34 Rough Electric AP TP CEIL LITES SEE CARD LOC. 08/20/2001 44 Rough/Ducts/Dampers AP TP DUCTS, PLMNS, CONDENSATE SEE CARD LOC. 08/17/2001 84 Rough Combo co TP CEIL 08/16/2001 1.9 Final Structur91 NR TP 08/16/2001 49 Final Mechanical NR TP 08/15/2001 14 Frame/Steel/~olting/Welding PA TP SEISMIC RETRO @ ROOF/WALLS 08/14/2001 14 Frame/Steel/Bolting/Welding PA TP 08/14/2001 17 Interior Lath/Drywall AP TP .08/10/2001 14 Frame/Steel/Bolting/Welding WC TP 08/10/2001 17 Interior Lath/Drywall PA TP 08/08/2001 14 Frame/Steel/Bolting/Welding AP TP HARD CEIL@ RESTRMS 08/08/2001 14 Frame/Steel/Bolting/Welding PA TP CORR FILL@ STUDS FOR CEIL 08/08/2001 17 Interior Lath/Drywall PA TP TOP LAYER@ 1 HR CORR 08/08/2001 23 Gasrrest/Repairs AP TP 24 HR TEST 08/08/2001 24 Rough/Topout WC TP 08/08/2001 34 Rough Electric AP TP HARD CEIL@ RESTRMS 08/08/2001 44 Rough/Ducts/Dampers AP TP DUCTS, EXHST RESTRMS 08/06/2001 14 Frame/Steel/Bolting/Welding NR ,:p 08/0p/2001 . 24 Rough[ropout WC TP 08/06/2001 34 Rough Electric NR TP 08/06/2001 44 Rough/Ducts/Dampers WC TP 08/02/2001 17 Interior Lath/Drywall AP TP OFFICES, FULL HT, 1 HR CORR 08/01/2001 17 Interior Lath/Drywall NS TP 07/27/2001 14 Frame/Steel/Bolting/Welding AP TP 07/27/2001 17 Interior Lath/Drywall PA TP 07/27/2001 34 Rough Electric AP TP · 07/26/2001 14 Frame/Steel/Bolting/Welding co TP 07/26/2001 17 Interior Lath/Drywall co TP 07/26/2001 34 Rough Electric co TP 07/23/2001 12 SteeliBond Beam AP TP G.B.3 07/23/2001 14 Frame/Steel/Bolting/Welding PA TP HIGH & REG WALL W/INSUL 07/23/2001 34 Rough Electric PA TP 07/19/2901 14 Frame/Steel/Bolting/Welding PA TP HIGH WALLS 07/19/2001 24 Rough/Topout PA TP RESTRMS, SINKS 07/19/2001 34 Rough Electric PA TP Hl~HWALLS 07/19/2001 44 Rough/Ducts/Dampers WC TP 07/18/2001 12 Steel/Bond Beam AP TP P.G. @ BRC FRM CLMNS 07/18/2001 15 Roof/Reroof NR tP 07/16/2001 24 Rough/Topout PA TP WASTE WATER TEST [] Reinfor~ed Conc;ete D S~oj:> Welding w -CHRISTIAN WHEELER. D Pre-Stressed Concrete D Field Welding ENGINEERING #// t::10 4925 Mercury Street+ Sa,n Diego,_ CA 9'2111 + 858-496-9760 + FAX 858-496-9758 (I l~ 1 r? 11/1 .J. LA A /\; l.A.A'1 or L,(Lf ~sw.u /_ .. _;.:/'{ 1 ii w CHRISTIAN WHEELER. ENGINEERING Profect # Plan File# ~Epoxy Anchors Time Depc;irted, Hours Charged, 4 9 2 5 Mer c-u r y Street + San Diego, CA 9 2 1 11 + 8 5 8 -4 9 6 -9 7 6 0 + FAX 8 5 8 -4 9 6 -9 7 5 8 Wit of ~Old .. --·----· .... ~----·-· --••• ~---~-•• ••••~...-..1..~• -••kt.a..,, ............ , .a..1•1::::f, , owoe;r - Jan 07 02 01:02p •J -0 R!!lnfo.rced c;oncrete 0 Shop Welding .Ins ector echnician Prinr or T Gene Roper w CHR.ISTIAN WHEaER. D 'Pre,Stressed Concrete 0 Field Welding ENGINEER.ING 6192912740 p.5 ~ Plan File# Hours Charged, ------- 49ZS Me'rcury Street+ San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 C£h;1 o-P ~\~baa\ Project Name Contractor · · Subcontractor w CHRISTIAN WHEELER ENGINEERING Project# Permif# Plan File# ~A Architect 'S<v.ai.\. ~~ D Reinforced Concrete . D Sryop Welding 0 Pre-Stressed Concrete D Field Welding D Reinforced Masonry 0 Fireproofing ~oxy Anchors o ________ _ :Material/Equipment: '"t' <l>,. Weather: Time Departed: Hours Charged: oF d otherwise, .. the work observed is, to the best of my knowledge, in compliance with ihe OP.proved \\'U,490 Reg,# Date 4925 Mercury Street'+ San Dieg·o, CA 92111 + 858-496-9760 + FAX 858-496-9758 DAILY REPORT Project Name Subcontractor D 'Reinforced Concrete D Shop Welding Material/Equipment: -, { , • ' .. ~ A-U.... Weather, Date Time Arrived: l ~ w CHR.ISTIAN WHEaER. .D Pre-Stressed Concrete D Field Welding ENGINEER.ING Time Departed: Project# Enginee~ 0-R!!inforced Masonry D Fireproofing Plan File# ...::;,./:}- ff:Epoxy Anchors Hours Charged: · ·best ofmy knowledge; In compliance with the approved plans and specifications, wusqo ·a-JtJ~ ·Reg,# Superintendent's Signature 4925 Mercury Street+ San Diego, CA 92111 + 858-496-9760 Date DAILY REPORT Pi'ol D Reinforced Concrete D S~op Welding w CHRISTIAN WHEELER ENGINEER.ING Time Departed, Project#' [] Reinforced Masonry D Fireproofing Plan File# 4925.Mercury Street+ Sa.n.Diego, C.A 92111 + 858-496--9760 + FAX 858-496-9758 DATE: May 2.9, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-1337 EsGil. Corporation 1.n Partne.rs/i.ip wit/i. .(jovemment for '13uifaing Safetg SET: III PROJECT ADDRESS: 2261 Rutherford Road ~PPLICANT . JURI§) CJ PLAN REVIEWER CJ FILE PROJECT NAME: Callaway Golf -Building 8 Tenant Improvement ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified 'below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D . The check list transmitted herewith is for your information. The plans are being held at Esgil · Corporation until corrected plans are submitted ·tor recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil· Corporation staff.did ac;lvise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: -Mail Telephone Fax In Person D REMARKS: By: Ab.e Doliente En9losures: Esgil Corpqration D GA 0 MB' D EJ D PC ?/22/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 I_,.• ·,Ji DATE: May 16, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-1337 Es Gil Corporation 'l.n Partnersfi.ip wit!i. (jovernment for '.Buifaing Safety SET: II PROJECT ADDRESS: 2261 Rutherford.Road PROJECT NAME: Callaway Golf..,. Building 8 Tenant Improvement 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. l2sJ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. . i D The applicant's .copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · [g'.J The applicant's copy of the check list_ has been sent to: Smith Consulting Architects; Attn: Andrew Tarango 12220 El Camino Real# 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 ~he applicant that the plan check has been completed. Person contacted: Andrew Tarango Telephone#: 858/793-4777 Date contacted:.5~/~.of (by:~ Fax #: (!3158) 7q.3 ... 4-787 Mail v Telephone D REMARKS: Fax,....... In Person By: Abe Doliente Esgil Corporation [8] GA D MB D EJ D PC Enclosures: 5/8/01 trnsmtl.dot -~ 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-1337 II May 16, 2001 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad . PLAN CHECK NO.: 01-1337 PROJECT ADDRESS: 2261 Rutherford Road SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 5/8/01 May 16, 2001 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other-departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A Pleas~ make all corrections on the original tracings and submit two new sets of prints to: l=sgil Corp. or to the bldg. dept. of the juris. 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 cor-rection 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? OYes ONo Carlsbad Ol-1337 II May 16, 2001 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects . For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans· to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and .calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (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. 1. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license· number, seal, date of l_icense expiration and date plans are signed. Business and Professions Code. Check final sets of plans for signatures. 2. Please see the following corrections for plumbing, mechanical and energy. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek MECHANICAL (1"997 UNIFORM MECHANICAL CODE) 3. Clearly note on the plans as per the response: "No Class I, II, or Ill-A liquids are used in any amount within the building." UBC, Section 1202.2.2. 5. The fire rated corridors are not fo be used to convey air to or from rooms. UMC Section 60-1 .1.1. Correct the fire rated corridor with supply air from HVAC units AC-1 O and EAC-2 and no exhaust from the corridor. Air is being returned to the HVAC units through adjoining rooms under the doors. Please correct. 6. Provide smoke detection in supply air duct of 'air-moving_ system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. Correct the air moving system serving the fire rated corridor (HV AC units AC-10 and EAC-2). Carlsbad 01-1337 II May 16, 2001 ENERGY CONSERVATION 8. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. The R-19-roof insulation and R-11 wall insulation at wood framed systems are not shown. · 9. Provide· ENV-3 forms for the proposed wall systems. No ENV-3 form showing the furred walls and the only ENV-3 form provided show 6 inches thick 100 lb. concrete Walls. But, the tilt-up concrete wall panels can not be made of the light weight concrete. Please correct. 13. Complete energy plan check will be done when complete corrected ·energy designs are provided. Note: If you have any questions regarding this plumbing, mechanical and energy 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: April 18, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 0l-1337 EsGil Corporation 'l.n Partners/i.ip wit/i. (jovemment for '13uiUing Safety SET:I PROJECT ADDRESS: 2261 Rutherford Road D APPL.l.CANT <0 JURIS.~ D PLAN REVIEWER D FILE PROJECT NAME: Callaway Golf --Building 8 Tenant Improvement D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. !ZI 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 encJosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Andrew Tarango ,,,12,.00 ,-,.i.i.o 4-22iCI Camino Real, San Diego, CA 92130 ~m;+h ~~"'""t Ar-ch D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [8] Esgil Corporation staff did advise the applicant that the plan check has been completed. Pen:;;on contacted: Andrew Tarango Cv,1-1.~ Telephone#: 858/793-4777 o.M~ut . Date Gef'l~a:4~u,..ot (by: e,p...) Fax #{~ f'i?>· 4-187 Mail;/ Telephone .,,,, Fax,... In Person D REMARKS: By: Abe Doliente Esgil Corporation [8] GA [8] MB O EJ O PC Enclosures: 4/12/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-1337 April 18, 2001 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 01-1337 OCCUPANCY: B/F-1/S-1 · TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: Unlimited . SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: April 18, 2001 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office, manufacturing, warehouse ACTUAL AREA: 22,743 SF STORIES: 1 HEIGHT: OCCUPANT LOAD: 145 DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/12/01 PLAN REVIEWER: Abe Doliente This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code·, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, · Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be ih conformance witli the Cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVE.MENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot J Carlsbad 01-1337 April 18, 2001 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635' Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will ~oute the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. · 2. Bring one corrected set of plans ar.1d calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for 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. . 1. Plans and calculations shall be signed -by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. 3. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 4. A complete description of the activlties and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 3-D and 3-t: possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307 .1.6. 5. The tenant space ~nd new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled Title 24. These will be field verified. • MISCELLANEOUS 6. Provide structural calculations for the roof framing that support the proposed mechanical equipment. · 7. · I~ there a new additional area for this building? If so, clearly show this on the plans. Provide structural calculations for this addition. J Carlsbad 01-1337 April 18, 2001 8. Please see the following corrections for plumbing, mechanical and energy. 9. 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. 10. Please indicate here if any changes have been made to the plans that are not a result of corrections frqm this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D 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 Abe Doliente at Esgil Corporation. Thank you. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 01-1337 + PLAN REVIEWER: Glen Adamek DATE: 4/26/01 SET: I 1. Show the required ceiling rated fire dampers at duct openings in the fire rated ceiling membranes. UBC, Section 713.11 #4. PLUMBING (1997 UNIFORM PLUMBING CODE) 2. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC, Section 510.5. Correct detail 3 on sheet P-2. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 3. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, 11, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point.at or near the floor. UBC, Section 1202.2.2. Carlsbad 01-1337 April 18, 2001 4. Detail required roof access ladder to roof mounted HVAC equipment. UMC, Section 307 .5. 5. The fire rated corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1. Correct the make-up air for the Janitors Room #129. 6. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. 7. As per UMC, Section 404.1, 8. Return air shall not be obtained from a corridor, exit passageway or exit enclosure required by the Building Code to be of fire- resistive construction. Please correct. ENERGY CONSERVATION 8. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 9. Provide ENV-3 forms for the proposed wall systems. 10. Show the daylit areas and correct the lighting controls in the Engineering Lab #125 to provide the required daylit area lighting controls for lighting in daylit areas under the skylights. Title 24, Part 6, Section 131 (c). 11. · The ENV-1 part 2 of 2 forms must be imprinted on the plans or all data from the ENV-1 part 2 of 2 forms must be included in the schedules on the plans. Please correct. 12. The MECH-1 part 2 of 2 forms must be imprinted on the plans or all data from the MECH-1 part 2 of 2 forms must be included in the schedules on the plans. The duct insulation data is not in the schedules? Please correct. 13. Complete energy plan check will be done when complete corrected energy designs are provided. Note: If you have any questions regarding this plumbing, mechanical and energy 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 01-1337 April 18, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-1337 PREPARED BY: Abe Doliente DATE: April 18, 2001 BUILDING ADDRESS: 2261 Rutherford Road BUILDING OCCUPANCY: B/F-1/S-1 TYPI= OF CONSTRUCTION: V-N BUILDING AREA Valuation Reg. VALUE ($) PORTION (Sq.Ft.) Multiplier Mod. T.I. 22743 680,290 Air Conditioning Fire Sprinklers TOTAL VALUE 680,290 Jurisdiction Code cb By Ordinance . I Bldi!:_ Perrrit. Fee by Ordinance . _@ I $2,559.ssJ !.?.Ian Check Fee by Ordinance BJ $1,663.71) Type of Review: ~ Complete Review 0 Structural Only D Repetitive Fee D Other l_ {f( Repeats "' D Hourly _I~. -~-J Hour(s) * Esgil Plan Review Fee $1,330.97] Comments: . Sheet 1 of 1 macvalue.doc City of Carlsbad •@ 0 • tMii·i I oo •ah• 11 h44 I• h•i DATE: q;ftb; BUILDING PLANCHECK CHECKLIST KNO.: CB ~, c}(~/337 BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSORS PARCEL NUMBER ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been · approved. Th~ approval is based on plans, information and/or specifications provided in your: . submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to· insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. [A Right-of-Way permit is required prior to construction of the following improvements: DENIAL 13y: . --,---,------Date: FOR OFFI AL USE ONL, Y ( NG AUTHORIZATION TO ISSUE BUILDING PER,JT~ . _ · Date: U IJiJ By: ATTACHMENTS D Dedication Applic;ation D Dedication Checklist D Improvement Application I] Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D. Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760} 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: D Sewer Fee Information Sheet A-4 H:1woRQ11>63!!f<1Fll!!fl'~!td'a~t,ne11C>@arlsbad, CA 920081-7314 • (760) 602-2720 • FAX (760) 602~!BS~ 1ST 2ND 3RD D [J D D D D D BUILDING PLANCHECK CHECKLIST SITE PLAN 1. A. 8. C. D. E. 2. A. 8. ,c. D. 3. A. 8. C. Pro~ide a fully dimensioned site plan drawn to scale. Show: North Arrow F. Right-of-Way Width & Adjacent Streets Existing & Proposed Structures G. Driveway widths Existing Street Improvements H. Existing or proposed sewer lateral Property Lines I. Existing or proposed water service Easements J. Existing or proposed irrigation service Show on site plan: Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum po·sitive drainage of 2% to swale 5' away from building.;' Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should-not be located.within proposed driveways, per standards. ·,. Include on title ~heet: Site address Assessor's Parcel Number · Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building squar~ footage with the s uare foqtage for each different use, existing sewer permits showing square footage of different uses {rtlanu actunng, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Rev. 7/14/00 li BUILDING PLANCHECK CHECKLIST t 5T . 2No 3rd· DISCRETIONARY APPROVAL COMPLIANCE D D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ O D D 4b. All conditions are in compliance. Date: ------"----- D D D D D D DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and -for remodels with a value at or exceeding $15,000, pursu·ant to Carlsbad Municipal Code Section 18.40.030. Dedication required as foilows: ----------,--------- Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" · x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form ~nd submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: _ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds -$75,000, 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 form and the requirements on the H.IWORD\OOCS\CHKLSnBulldi(lg Plancheclt~t Fonn (RIDOLE • HARVEY 7-12-00):doc 3 Rev. 12/28196 1ST D D D D D D D D D D D D D D D D D BUILDING PLANCHt:CK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: ~-_________ _ Date: ---- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $280 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized ahd approved by the City prior to issuance of a Building permit. Neighborhood Improvement Agreement will include the following: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. - Neighborhood Improvement Agreement completed by: ---------Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. · GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a· determination on grading -requirements. Include accurate grading quantities (cut, fill import, export). 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 lnsp1;3ctor sign off by: __________ Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\DOCSICHKLSTIBullding Planched< Cklst Fonn (RIDDLE -HARVEY 7-12-00).doc 4 Rev. 9128/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD D D D 7d .No Grading Permit required. D D D 7e. If grading is not required, write "No Grading" on plot plan. 0 D D D D D D D D D I MISCELLANEOUS PERMITS 0 . 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. D D D D Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you· need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: -_________________ ..;. pate: ------------ 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NP DES) · permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11. O Required fees. are attached a No fees required WATER METER REVIEW 12c;1. Domestic (potable), Use . Ensure that the meter proposed by the owner/developer is not oversized. 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 received "standard" 1" service with 5/8" service. H:IWORD\DOCSICHKLSTIBulldtng P1anc:he!:k amt Fann (G..tc).doc 5 Rev. 7/14/00 D D D • • • BUILDING PLANCHECK CHECKLIST 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 gallons per minute (gpm): A typical fixture co_unt and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing SGhedul~" to 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). 12b. Irrigation Use (where recycled water is not available) . All irrigation meters must be sized via irrigation calculations (in gpm) prior to i:ipproval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check tne recent improvement plans and observe if the new irrigation service is reflected on 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 2;; service a-nd ·-- 1.5: meter (estimated 100 gpm) 2. If the improvement plans -do not list the -irrigation meter and the service/meter will be installed via another instrument such 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 example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pre&sure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) · • Include a 10% residual pressure at point of connection 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 H:IWOROIDOCS\CHl<L Planchec!' ~ Fomt (Genenc).doc 6 Rev. 7/14/00 r D D D D DD BUILDING PLANCHECK CHECKLIST service · boundary, the City intends on 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 meters are sized the same 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 identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt·from paying the,San Diego County 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 pay 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 Sah Diego County Water Authority (SDCWA) for a refund. However, let the applicant know thatwe cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments: H:IWORDIDOCS\CHKI.ST\Buldlng f'lan!:llOCk Ckllt FOffll (Gllllrie),doc 7 Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET . ' D Estimat~ based' 6i? unconfirmed information from applicant. f j I ~ , • f D Calculatioh1'based on building platlcheck plan submittal. · :·:· ,, · -· " ; , l"/1 Ma I i :, ~ 1 Address;: I ..• '~ ,\ .! . . j Bldg. Permit No. r --------- ~repared by: ·., -.'. ·. Date:· • : Checked by: Date: • ,r-.~ • l1': --------- EDO CALCULATIONS: List typ~s· a~d square footages for all uses. J_ypes ~f' Use: 04 ~ "" Sq .. Ft./Units: . ------EDU's: Type~ ·of Use: ---~---Sq. Ft./Units: ... -· •. ------EDU's: ------'--- ADT CALCULATIONS: Listitypes and square footages for all uses. ·t~~e~ of Use~~ _Sq. Ft_./Un'its: --"----'---ADT's: Types of Use: -·-'-: -"------Sq. Ft./Units: ----~-ADT's:. -,-.---'----- FEES REQUl~~D:. ·~ ~d ·p. . C a..,l_0 WITHIN CFD: [:] •YES (no b,rid~e & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO ~ .... : ' ' D 1. PARK-IN-LIEU FEE ·PARK AREA & #: ---- ... ,/ ,I l ' FEE/UNIT: __ .·__,.. ___ _ X NO. l.;INITS: .· ., =$ _____ _ D 2. TRAFFIC IMPACT FEE /?:2. f{_p ADT's/UNITS: .) ' D 3. BRIDGE AND THOROUGHFAR'E..,.FEE, , . GT, -:;;;-T .• -(DIST. #1 DIST. #2 DIST. #3 ) =$ ADT's/UNITS: ,_ .''. ·x.\ FEE/ADT: . = $ ee:::::::::: -~-~-~---> D 4. FACILITIES MANAGEMENT FEE ZONE:_--'---~ UNIT/SQ.FT.:_____ X FEE/SQ.FT./UNh:_·. ___ = $_ . ~ D 5. SEWER FEE It ~2~" .~7 . EDU's: X =$ __ ~·----. ' BENEFIT AREA: j t FEE/EDU: { J ~:? FEE/EDuf O ~ k .. 1 • EDU's: X =$ D 6. SEWER LATERAL ($2,500) = $ _________ _ D 7. DRAINAGE FEES PLDA HIGH'--. ___ /LOW __ _ ACRES: X FEE/AC: __ ~_ ,,,,.---=$ _____ _ D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION i of2 Word\Docs\Misfonn1\Fee Calculatlon Worksheet Rev. 7/14/00 {' ' . \ {"", / l, I • • ·, ' f ' ;•• I ....... ', ) . . , . ·. ' . J \ ) •, I-\ . \ . ' \ \) ', ' .. ; ' ; · ... \ \ ' .. ' . , I • \ / '. ... __ , . • • I • It-.} ,. • I ,/ -() r~ r 2 <'O 0 0 0- >-.0 ;j;j; -"' '-' ., .J:: (.) C: <'O a: ·-0 ~ 2 <'O 0 ~ >, .0 N 'It -"' <.) Q) ~ () C: "' a: 2 "' 0 )(DD ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Qi \ 337 Address ~~6 I ft-t thertord Rd Planner Paul Godwin Phone 760-602-4625 _ _.;~::....=:::.=......:..===-------- AP N: lr;)_-oc 1 -g.1 -oo Type of Project & Use:·, ·r. Net Project Density: DU/AC Zoning: G rn General Plan: P'I 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 action Environmental Review Required: YES __ NO l(_ TYPE ____ _ DATE OF COMPLETION: ------- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ______________________ _ Discretionary Action Required: YES __ NO _X_ TYPE ________ _ APPROVAURESO.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 located in Coastal Zone? YES __ No_X CA Coastal Commission Authority? YES__ NO __ If California Coastal Commission Authority: Contact them at -7575 Metropolitan Dr, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES__ NO __ If NO, complete Coastal Permit D&termination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst ~DD ~DD ODD lnclusionary Housing Fee required: YES (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) NOx· Data Entry Completed? YES __ NO __ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. 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. 2. Provide legal description of property and assessor's parcel number. Zoning: 1 . Setbacks: Front: Required ______ _ Shown ______ _ Interior Side: Required ______ _ Shown ______ _ Street Side: Required ______ _ Shown ______ _ Rear: Required ______ _ Shown ______ _ D D D 2. Accessory structure setbacks: Front: Required _______ Shown ______ _ Interior Side: Required _______ Shown ______ _ Street Side: Required _______ Shown ______ _ Rear: Required _______ Shown ______ _ Structure separation: Required Shown ______ _ D D D 3. Lot Coverage: Required ______ _ Shown ______ _ D D D 4. Height: Required ______ _ Shown ______ _ ~DD 0'¢0 5. Parking: Spaces Required __ b_g_. __ _ Shown_----'7'---'J"'----- Guest Spaces Required _______ Shown ______ _ Additional Comments ·pl e a,j c -'.} b o k-J-, _k\_a_u...>--p-. ..;....r o--. -p-o--.,-c-:d-.---tvl-c.-,....,..h-,-i 1-, C-y,-· __,{ ___ _ OK TO ISSUE AND APPROVAL ENTERED INTO COMPUTER~~ DATE s, ,!,,o / , H:\ADMIN\COUNTER\BldgPlnchkRevChklst Carlsbad Fire Department 011337 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Building Plan Fire Prevention (760) 602-4660 Date of Report: 06/27/2001 , Reviewed by: ------------,-- Name: Schirmer Engineering Address: 11770 Bernardo Plaza Ct Ste 112 City, State: San Diego CA 92128-'2519 Plan Checker: Job#: 011337 ------- Job Name: Callaway Golf Bldg #: CB011337 -------------------Job Address: 2261 Rutherford Road Ste. or Bldg. No. [81 Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by ·this office to insure continued conformance with applicable codes and standards. Please review carefully all comments · attached as faiJure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 011337 2nd FD File# 3rd Other Agency ID ~---~· . Carlsbad Fire Department 011337 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: _06_Jo_s_I2_00_1 ______ .,..._. __ _ Building Plan Reviewed by: Name: Schirmer Engineering Address: 11770 Bernardo Plaza Ct Ste 112 City, State: San Diego CA 92128-2519 Plan Checker: Job #: 011337 ------- Job Name: Callaway Golf Bldg#: CB011337 --------------------='----- Job Address: 2261 Rutherford Road Ste. or Bldg. No. LJ Approved . LJ Approved Subject to . [ZI Incomplete Review FD Job# The item you have submitted for.review has been approved. The approval is based on plans, jnformation and / or specifications provided in your submittal; therefore -any changes to these items after tt:1is date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements . The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards . The item you have submitted for review is incomplete. At this time, this office cannot adequately conduqt a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. · 1st 011337 2nd 3rd FD File# Other Agency ID [leqyj,,'rements Category: Building Plan Page 1 Requirement: Pending 05.14 Provide technical Report To determine the accep.tability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the Chief iS authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and the facilities and appurtances situated thereon, to recommend necessary changes. 1. Under general requirements, where are these chemicals stored and tJsed? 2. Suitability of equipment-What are they using? Be specific to each application. 3. Provide copies of MSDS with report. 4. Identification signs. What should they say and where should they be placed? 5. Separation of Incompatible materials. Be specific to each hazard. Where and how are they stored? What method is being used of the 4 you presente<:i? 7. Acetylene and oxygen where are they and how are they secured? 8. Simple inert asphyxiant. Where are they, what are they for and how are they stored? 10. Propane cylinders. Where are they stored and where are they filled? 11. Flammable and combustible liquids. Which room have what and how are they used? 12. lsopropyl Alcohol and acetone Where are they storing this, how and where are they dispensing, ahd what are they dispensing into? 13. Hazardous material inventory shows nothing in storage. Where does it come from? Provide information in the technical report as to what rooms they are .stored in and used in. Explain how aerosol's are a closed use. Where and how are they storing the aerosols and how much are they storing? 06/05/01 ·Carlsbad Fire Department .. 011337 1635Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: 05/08/2001 Building Plad Reviewed by: ----------- Name: SMITH CONSULT ARCH Address: 12220 EL CAMINO REAL STE 200 City, State: SAN DIEGO CA 92130 Plan Checker: Job #: 011337 ------- Job Name: Callaway Golf Bldg #: CB011337 -----------------'------,-----'- Job Address: 2261 Rutherford Road Ste. or Bldg, No. D Approved D Approved Subject to ~. Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or .install improvements. Please resubmit to this office the necessary plans and/ or specificatio'ns required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary pl~ns and/ or specifications to this office for review and approvai. 1st 011337 2nd FD File# 3rd Other Agency ID ~,-,,, .... Requirements Category: Building Plan Page 1 Requirement: Pending 05.1'4 Provide Tec;hnical Report To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operati9n or use of a building or premises subject to the inspection of the department, the Chief is authorized to require the owner or the person in possession or control of the building or premises to provide, witbout charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified en~ineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief arid the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and the facilities and appurtances situated thereon, to recommend necessary changes. 05/08/01 Carlsbad Fire Department ' . --. 011337 1635 Faraday Ave. Carlsbad, CA 92008 Pian Review Requirements Category: Fire Prevention· (760) 602-4660 Date of Report: 0510212001 Building Plan Reviewed by: -----,-------- Name: SMITH CONSULT ARCH Address: 12220 EL CAMINO REAL STE 200 City, State: SAN DIEGO CA 92130 Plan Checker: Job#: 011337 Job Name: Callaway Golf Bl~g--/1: _ CB0.U3~b ------------------Job Address: 2261 Rutherford Road Ste. or Bldg. No. 12! Approved D Approved Subject to D · incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and I ot specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments 1 ~ttached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and-/ or specifications required to indicate compliance with applicable codes and st~ndards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 011337 2nd FD File# 3rd Other Agency ID I. -'• I. I: I I .I I I I I I I I I I I I II I ,.__ )' PRIME STRUCTURAL ENGINEERS 11858 Sernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 STRUCTURAL CALCULATIONS Callaway Golf -Bldg. 8 T.I. 2K1-130 Page 1 -64 REFERENCE •a I I ·1 I I I I I 1: I I I I I I -., PRIME J0I: "'"130 5fRlJC1URAL D,tJE: \.\-0 \ ENGINEERS ff : --·---."0V (?~r ,,, I(> . o/1 (),1.) '{)~-V . \v-, ~ \~ tA.-~ 'V}t<' f$f -CG~~ -. P~ /vif&;r l}Jj JlU/<.-T_CUJ...l./€1Z..,._~ ~lt.,..J ~l$TT~Gr R--CP·P-1)!A-;PH1W,,,tv1 tVf N wJ 0Pf37'/t NGtS A'vPN Gt W L 71{ t?Kl C.TtN {;q {<Jl5f' fvf {3fv{.f;:>13{S. ?~Be~ B,AS,~ ON (,q1&?J l.l8C!-. -1 . . . o--. ·-·. -::-:·-.-----· -------------·----------.. '"-..! ---·-'"-..:.----"·---~·-_. -' . t 1 . ---·---------· --··--·---. ------~ . -----•-.. -------. - ~ . ·--·-----------·· -------. --.. __ ,. --------~--.... ----·-··. --------·--·---·---__ ,.....___ __ . _______ ------------------• -> . ' . .. ;1·· ,.. -,.;s. -----·----·-·--· -·---···----• • _______ • __ . -~--·-----· ... •___,__z.,.__•. ,. , --• ---:: -· • • ------~ --~-.---, --,.--~---· ,. ___ ---· --.---• ---... "I -• • • ----.:: ' ,· , ··': "y ' -t~' < .. ' ' ' j ;,,, L. ~ I I I 1· I I 1. I pt Sffi_UCnJRAL CATE: ~ A PRIME x,e: 2\L.: ·\""" · ~ ENGINEERS SHr : .2__ 0, 533> ~I°:::: t7i 3,~} /4)~ /·~ . t #50 c..-: o .1t3AJp :. a, ;-;_7t0p /1~ = P,661 µI° r.f = tA$o~I ::::. ol 60 we :::. _ °'ko ()I < ;/? ~'I° /L?) . f' . . <-t () t--L-6J ~ I.I~ 5. faw 11~/J wz.. / d.fc;qc.- ( LISE-1/3 uJ f) .1 I I I I {f ( f1;;1.. A,)t/h1t;/rtf715) ::::-o .. ~~ f X ). X Nf ::: ~t?6'7,t-f~ c tfso) ruw.;;tA97. I ., / J ------·-~ ---~ ---·-~---# --~ • • -·--IJ ---------------- -I --- 2,-9<:J d ~ ~ ft:::: 110f1r ~fur $tr~ = /for = 'Ml· 1:;7o· K'/i ':;?'?) l-11~-PT& J-~4fzf?~ .. i .. ,_. \ . T .... ----·---------------··--·-----···-----· - I I I I A Pt<IME JOI: r~ fit'.c. smucruRAL 0A1E: 1-/-oi _ ·.f_~ Eh,IG:NEERS SHf: -2-- d,~t-, li>«~r; 4xrG ~I~-~,,.) J~xlg" L//L. 1 1 · 7 ; I o'-o" [ --_ ··-. 0 );,3 ;;Aff-l!~l~f--;;;;;;i;,;#· 1 . ,t;J,,- ¼4. w.o == 11i o/5>?-:,<.. 'b' + 1-o -= J. rt (,.,.)t,. :: t 6-o X 6 r ::: I -1-/ . TA-,;;; 8 r~ ~,I=-'h/f • ,/.,ti¥"= I. 'fr cl,/,__ > .>'G"6-~tu1~ ~u:f-14- /Dt,rlF /">6/Uf= ~6~ ~ tt,_;::: t6L,:P l?r NH,¢. ~,',fb . . I' v V ~ IP ~,~t,~"" I ft+\'1\. \1J.p1. \8· tr ~1. th-t,b _ e ~ 1 ... ~ 1-to~p>~ . ~ r_A~" ~'t, :;; ) ~~=::;::~~======i:===±;;:::::-fv ,;-;. q ,a r -<I\_"' crc11i I \~ rro\v · _ ~ l ~ rl -1~¼,,'f -t,i lh :::: l9 111~" h-.:: /_ it . ' . "'t /r..? ~r K I~ ~ 31 .. ~ I, 7'-~'J. !~1:.-::;. rf.-?? 2-A--=-ef5',B 1f- ,, ... I I ?IL r;-)( '.7 -f ~ z x 121.-<'.::: /z:tt. I I I I I L-\Jv-, 1 ~ ~ / ~e, ~->l 10,b fi, c 'Uooo ~(~ r0~ eµJ~~.,;, :Z ?;?7'g.../ .·,::..· · [ rc.f.. <. c"h3 Ji . . > . 'v»? '* ~ . ~ . 14-~ l 1.-. 0i '? .: -_q\~ • A I 8~'·Z? 10 ----~~--?b--<=--~~tzlt!~~~~~-~;~~,-~;.: -lJ 0::::f ~-~~ I -----~=~----4~~--~~-°;~~ ·;ti~-~~-~ ~-'7--;<~_-ii-1;~-2-:~:~~~-~~---~J:==-·--·---------_ ~ • • ...... : I ) ~ ~-: : • , • • ,; : -• • c:::,..._ --zr--, • • • • I ~-----~: . : --.:~_ :.;,=:_~=:;;-._~z~ . :... ·:.:_ · ____ · -,. . -<---~~--_-.-~:-:;.-:.:..:-_;_-___ :__~--'. . . -·--..;--- 1 ,~ ti. ;J._ J ~ I s3B • I I I I I I I I - I I I I I I I ~ 6~_ .. :~ ,,., ...... , r< -"~.-· - I --- CHECK EXIST. PURLIN s0B04/04/01 2!::1-110 - A PRIME JOB: -~o , smucruRAL OA1E: ~ ENGINEERS SHI' : _<-1_ s1p12v1s0b4148TBEAM ANALYSIS PR06RAMs1p9v1s0h414ST (6.60}s0p10.00h12v0s(lb3T SPAN LENGTH= 25.50 ft (Simple Span) UNIFORM LOADS (k/ft & ft) wd wi (l u,r, r .!.\.10 (l, 128 o. 167 0. (l(l(l REACTIONS (k) LOAD Lit;,e MAXIMUM FORCES X1 0.00 LEH 1J 7(14 1,632 25.50 RIGHT V max = 4,35 k @ 25t50 ft '!1 reax = 23.53· kft @ 14, 14 ft DEFLECTIDNS (EI = kin"2) LOAD. De.fl (in) X Ht) Total 2772871/EI ·13.01 Live 1217736/EI 12.75 D2ad 1553740/EI mitispan L I 180 L i 2(0 L / 35(1 LIVE Defl L l 240 L / 35(1 L / 480 EL 1631101 2174801 32E2201 EI 1355087 i'3i0175 ---· -· -·=-=----=-- -r\.. .. • --...... ~-·-, 't:·' ..... ·-.. · ... I • I I I I I I I I I I I I I I -, -'o -- -1 . --. . A PRIME .a: ,\ ·-smucruRAL OAJE: ~ . · ~-ENGINEERS SHT : _£_ df<[e(fl, ~y,st. 4)(( 6 /JV/ fa1Jvt2 p,J I o/<ex /8" lt1l,,, . ~ . I t t 'l-J~rJ-T X /t!J"O .X-/-i./ =- /7~\7 1 a ug f s ,; ( ;.._ ~x ;, 'v£' = 1 ~'7 r < ZcG ;c. r._ ir AvL == 8'7o ~-c£ ~ I£?~,, -!t0?<f..c/ c\.t-... ~ 0tf~ (/fcpefcf lvt-) --~ ... t21i5', ( ckt<-lb) (88lf1-cf ~~ R. fP1~ c.? )(_{ ,6 :::: 4~ 3 s-l;_t °'-'7~ :::. z. ~ i {t.. < 7--~~ f, Mcst· A.J tJ ~ lf-n/2-p./e.,, IL~ l v L ~ · *? ;;l'-x (), ~ --1 \ r 1/C. Jf!!:::::., t:; >< 78s = 1 1 ~ rr f_ pl(or s--It>? r ?)_~ -,v ;._ . -----.... ---- \: . ----:. --~ --..,... --~-----~----'------=-__;;-·--__ :· ____ -,-__ "_:_·_·-~---=-~---=--~~--: ·-.. -.. -, _,,,...,......,,,......, ~-,-1r="» ...,.,..,.,,,,,_,..,.,.~--·""'""·· ,..--,,,...,_.,..-..,,...,.....,....,,.,.,. =·:,.·,,....,-, ,,-n, ,,-,.-,,,...,,., ..,-, ,...,.( __ ,_=.,. ,.,,....,..~_ '......,-,-,. -.... " -· .,. . . • • • • -• .,. •,t -. • I 'I ( ~ ). ) '~ s3B •• I I I I I I I I 19· " I I I I I I I b I I CHECK DIST. PURLIN sOB04/04/01 2K1-11C1 s ! p 12vl f.0b4 ! 48TBEAH ANALYSIS PRDGRAMs1p9\'1 s0b4148T (6,SO)s0p1liz00h12v0s0b3T SPAN LENGTH= 25.50 ft (Simpl·e Span) UNI-FORM LDADS (k/ft & ft) \/0 i.'l Xi 0, 108, 0, 128 o. (l(l ... ,i:::. ~,1 i..tJ1 '-1\J POINT LOADS (k & ftl Pd Pl 1.667 (j,(l00 REACTIONS (kl V A LOAD LEFT . F.:rn:T. Dead Live Total 1: 632 11 632 3,B43 ~\843 MAXIMUM FORC:ES V :nax = M Jiiax = 3.84 k @ 0.00 ft 29161 kft@ 12,75 ft DEFLECTIONS (EI= ki~A2) LOAD Defl (in,) X (ft) Total 3240282iEI 12,75 Live 12177.36/EI 1'2z 75 i\,-.-.ri Ut:tt-.J 202254biEI midspan DTAL Defl . EI . L / 190 i 90664"9 L / 240 2541398 L / 300 3812097 LIVE D~f i EI L / 240 955087 / 360 1432631 i 480 1510175 ---.. --------r ... ·-.::..-;-;_-~--------------------- - PRIME JOI: 2.,1:.1,i">o STRUCTURAL DATE:...::!;.;;!.._ ENGINEERS SHJ : -1:;,._ . '-· \ • , , t • 1 i-....... ,:, •;!), 4 '· ~ 1. , •• ;>.,' j i j ··l ·, ' l ·! ' i .. , ' ,·:j j ' I '1 j ·1'· -l •• f I • L ·I 'l . !· l . j 1 J l !. ' -< ! I -• J • 1· 1 -f ' !, i t -l ; ·!· .j .... j . ·. I -1 _-r 1 ><. ~ \ -. l 1' ~i l 1 l 1 ' . ' ~ , ; j 1,:--J~:~r-.1~ 1· l • l . ·. 1· -·i-_-; ·-\ r-· ·, 1 · :: f · .h: i ! l. M. \l,J! · I ~-! 1· .; ·1 _ 7! ·,.~ l i • -, .·,.,;,, .. ' ! ."I'· 1: f • · 1 · J ,..-ul, ..... ! i-i . ]" I. al ' ! 1~,1 11"-5--;..,;, ·: ' J '! ' . . l- i· 1 /. l 't • j ) ' l- ' .j , •. J .l ·' ' ,. I . i :1 l.01.J __ ·. ! -. _r-----{ .• l-" 4 'li :: -j -••• ·l. ' ") : . ·i -.· ~--l r 1 , l · 1 . · r· ; · r· J., _f .. 1··· ! --i L-i L .l 1. j . .._. ., ·! i · F -A ·i -·-} .. i . l i ' .I l ) _ ! 1- -1-!] ! - .I j ¾' j• . 1 ·--~ r .-! . 1 j . , -! -·-l ,l 1 -i I ) j l ·i l 1 . l I : ·1 ·j-) J "j l .j. _1!'. ;·-l i I · J ! !_ 1 ·; ! i l I j ·-1 I .,.1 J. 1 l I !" 1 1--l l .i l ' 1_._ _ l_' 1! 1 l 1 t· .i -~-....;.._..;_ _______ ,....._;.._~--'---+-"""'""----,---'--,-----'---,.--'-------i-l J ! l I I j -1 j l ., •;-1 I I l J ·l I f ·f .,. 'I ' :i 'I' -'! 1 ' ' -1 -~ ! ! j i ·! ' j. ' ' -' r i l 1 :j ! l ,. I i 1 J I I l i j I i 'j ~ -~--·;,,., ; l ; l ' ! I 'l j j j '. I i- 1 . ; ._1· '. i . 1 r l '. ·1--. 1. ·' l I , • I l -l l i- ' l ··-! . l'' . < 1- ·1- J ' ! .j I -i ! . f ·j f "l ! ! j- ' ! -! j. ' ! j ! -I i : I 1--I l l l .... a -. --i--•!·-•·,i·· j ! j ! L . j. j l l l I l l I I I 1,, ! l_ j- 1 i I l j 1 I I I j I l l I I i / I ! 1 ·1 I i i : -i---l I l· j ; -. l· --~. I. -1 -1 ! . 'l 1 J l I • j·' j { ·1 · j --+..C,...,--'-_;_;...;·.1,...-_· '....,.l_· ...,·,...· -.;.'l-__ -.;..i --'--'"'--"'----;--'i'---;.--+.:;_-+-~+---+--+--+--i--i,--+---,---+--,---+--....,.....--'--;-----;--;---o---'--,1 • l I '1 _., ... , -·-·---"'"'~-., .......... , .... , ; . ~- I EXIST 4Xl6 ~/ NEW UNIT -------'. ------------- ' · . · . . c.' • 1--,.,; ~,,.,,1; ·'P.PEfiM • ,._._.....~~--.. ~.ty'.i.L'i~J.:-v~~-!.J.)1:-" ~' • _ . ~-~- I I I SPAN LENGiH = 25.25 ft (-Sfap} e Sp an) UNIFORM LOADS (k/ft & ft) 0.167 0,000 F-;Ei,CT!u-t/S (k} LOAD t'. ~. O(t LEFT l. 62(1 J.W, X2 25.25 8,00 j ··;i(1 .i iLI•,' I 3,24 K @ 0,00 ft I ·:1 .. • .;I .. ·1 ·';'J ·1 ., ,. :1\· ti .. . C .;:1 -·· .. :::-<I ' "' :i' s~:B LDAD 2228B£2iEI ti 7(!fBO!EJ 1{;5772~/EI Scv. Det!ection 7ot2l = L/180 Douglas Fir-L~rch m STF~EBSES {psi ) Shear @ 1 d' V = 2,96 k ~ l,27 it fy ='-119 Ft' = 1875 Live LDF = fv = fb = 17(t5 1~1 i· t, DEFLECTIONS (in) (E = J800 ksi) ~-Total = 1.20 = L / 253 71 % '' . E-C:B04i25/01 ZK1-1~;(l (f,. 5(:}_=.(iF i O. (H)h12v0s0b3T ,i- ,, · II r-f, i i' I ff I j .;~ l' ·~ -. 0 ~,:, -L / 48~ "iO· ., -~:. _,. . ... _ • Ve -_ , ..,.., -. "L w 1, . . , . . . . . •. -.. t ~~~~~-..r:r. .. ~ Dead·~ ='WM 0. 51----~'2'"'-.. ~~..,.->Ml'---~:·w·-~"" . ...,_....,,ft.~~":-,.~~~-:-~~~":¥.w ~~~~.e,~~~~.,...~c !;,-:::-:-.. . . . . . . . .. . . . . . . . . . .. . . . .. . . . : ~ . ·:C.:-1---~-;..., · :: ··:.;.:.< . . ..... ···-' ~-~ .~~~l--w,,>,,~~~ l(.u'lf mrfiqi<j~'llf'l!t...,..~~~~.w,t~~~~""1l~oib'~~WJ~¥':..t:i<~'t""!f~ ~~~.:.itV~'l!.'WM~'~'W~~....,-~, ·--~"! .-·-.4..-~·-, ... -~-"t· ...... .!,,-~-v. :.._ r . _ -· t_ ,·" . •s,·:::~~¥:s:1~,:~:~;~;~t-~:.,.-:~-.cj:f ~-;~~~~*_~:: _i,. __ )J:.-.,: ~~ ·,..-r..·., " I • I ' ' I Ac.:...rz' -=: 4'o: 1bs , I l f j ,, i ! ' ! . l l I ! ! I i I I I i l i · -. ___ ,_____; A-s--: :-G-i-X.-. IS+-: T-,G-: -AC-. ---,-:3---'---~-+--o-'-o-1-~s-_--__,___.___--l-__ ~---------~~-+-------i------,--.- f ___ ------....---~----,----!--f--_____ __. ______ __,_ ___________ --+--+--~-----+-- :,:, P6·!: ( EAC-2 ; EAC-¼ j .. ; l::fDO lb~ .1:-~1 -~-+-· --'-----,----,.-..--~---! --+j-1____,j_ ~-....,__....,---+------,~ ' ' : , ____ ...._ _______ ~~----->---------------.----;---.~---..;----,>---t----~~-~--+---- -1 i 1· , I i : ·--:·--............ -_..,..--,----4!_..__-+--_,__---~---'-"--: O---'-~--'-~/---'$,....X-l-'-~-T_,_'~---!i-C-_L.,_: 13---'-! ~-;..---,---:.-_.....,__J_--i----'- ! l I I I I i ! I ! ' l ' I 51/dx i~1/2 l i i ' i I ' I 1 I I l I i : I ! l i 1 I i ! j ! i J..._ I ! : I I l ! : I I : --'-----........ ~--'---'---'---+-__.---,-----'>--~---+----~--i----+--f--+---l--+---+----+---!---l---'--+----11 ·, ! l .,· j I -~.1--_j~ I l l ! l l !' ! j l f i ! l f I r ! j ; i I l f i . ' . , ! i .. I I i ! I ' ~ j.' --t I i i i i ' ! ! i ! i r I i I I ! i .i j I I ! I ! i 1 4 I-( l ... I '! t ' --I I I i I i ! l I 1· .. J . l I. • I I I I I I I I • ' I I I I I I I 'o I I _..,.]. s3t ) s1µ12v1 s0b4148IBEAM ANALYSIS PIWSRP.Msi p'3v! £.Ob4148T SPAN LENGTH = 44,00 ft LEFT CANT= 9.00 ft RIGHT CANT = 7, tiO ft UNIFDRn LOADS lk/ft & ft) Xi X2 0.032 (:,(l(!(l PD!N! LOADS. Ck & ft) Pd Pl L 645 1. 7'34 2,228 2.49£ G,500 0:000 I). 5(H) i), 000 (), 4&0 0. 000 V , -4.00 -(l,58 ~! -'!-') \Ji1"i.l.. Di850 0,0CO 35,00 0,500 0,000 49.40 4.i01 4.193 -9,CO 6,452 5,483 51,CO REACTIONS (k) . LDAD _ LEFT ~:IGHT .. 14,751 17,17Es Max ! Live Total Min i live Tct,;1 l3,bB4 i5,i32 t1AX"IMUM FORCES V ~5X = 17,36 k @ <4,00~ft M max = 110r48 ~ft@ 23142 ft M ~in = -103,18 kft@ 44,00 ft (M{r) full span) ~ pl"t)Vi.Le.. ~r1ee bm.ce. DEFLECTIONS LOAD Tot.al Live .... TOTAL Defl (EI = ki n-''2) Defl (in) 34058779/EI . X (HJ . 21.SS 17913554/EI L~C. 141.33634 /EI 26258314/EI 17788023/El 13630844 lE I 7790680/Er . 125520/EI 502793/EI F!.c. 22.06 LC. R,C, I !~ L,._., R,C, r.ai n Span Cant. Cloca-1 i EI EI sOBO.:ii 12/ 01 2K'i-130 ----~--:::::-:-:=.-::-T A·. PRIME J0:1: ~\ . STRUCiUP.AL D/,TE: .2:t:Pi-1 ~ ENGINEERS SHT : J-J (5,f,(l)s0pi(),(l(lhl2v0s0b3T . --...... -t ~ ·,-·~ ~ i 180 -r7-2~'0 11610948 • .329004 7 . ""'~ · -- 154St26f''"=-•0 l3857'"'· .---~--------· -------,. ·- L / 360 23221896 6580094 5.ll t .\ilji,,.i\,_,S..,,l",µ,.(l),hil,i,N k ,,ttil.Pl J.>.J CJt • .,: PPl4 N,91Vidj.,J.€hS,l,::, .•. IPl>i».li-<l-i.lA F. ,S..? If.I),}. $,;._~;,;,(I.I). ::,; , S: ••• >.SL, __ ., ___ ~•.,,. I'\ I t".T'l-'-j ss~ ,. I I ·1· I s3B I I I I • I I I I I I I -~ u I I--- B-3U sip! 2v1 s0h4148TBEAM DESIGN PROGRAM::.1p9v1s0b4148T Left Cant Lu= 4.0t ft Right Cant Lu= 4.00 ft Bra,:e Spacing = 4.00 ft B2ara Braced@ Supports P,:is. Moment Lu = 1. 00 ft BoYt DEf-lection : fiairi Sp~n live = L/24tl Required EI= 11940142 kinA2 BLB 5li25 x 25,5 24F;..VBsOB Douglas Fir-Larch (N) STRESSES (r-si} She2r@ 'd' : V = 17,31 k@ 46,13 it Maxr ·sheat M3in Span Left C2nt Fv = Fb' = Fb' = 206 27513 fv = fh = fb :: 2387 2021 i':I '! !.JI: Right Gant Fb 1-= 2759 fb = 2229 81 i. Live LDF = 1.25, Le= 2.06 x Lu1 Cf= 0,92 DEFLECTIONS_ .(in) (E = 1800 ksi) TCit~l: ~ain Spe.n = 2.&7 = L / 1133 Left Cant= 1.41 = L / 697f ,:ii '/ Jl, u Right Cant= i !i .Lt.!..I. = L / 787f 37 i. Liv2 ~ Msin Span= 2:06 = L / 256 94 X left Cant= 1140 = l /1408* 47 % Right Ca~t = 1.07 = L /1740* 36 l De;d : Nidsp;n = Or61 Left c~nt = 0.01 Right c~nt = 0.04 sOB04/l2/01 2KH30 16,60Js0p10.00h12v0::0b3T -·--· --~ .. ----~.:.-z.c:-::---------·-------- A. PRIME JOB '.~\3.£_I smucru:vJ. DA~ ~- ENGINEER$ SHT : ~I -....-\__ . ., -'\.• \. \. -,,.. ... t. ·1 i I j .. 1. I i i ! I l I Ii-l • I r Ii I I ·! i ! -I I ! . 1 l l I --·1 r i r· .l i ·, 1 .-· L .l j. i ·.1 ·; I I foj· . I 1 f ,! I ·; i ' ,. P- 1 l t L"'-:i,<leJ~ (Ni ----.f i • I I I i i 'L I lei I \ .! ~ J ¾'-~'' t I WT_ -Of: E-x1sr'u-. CiLB ·Pl_: FROM · E-ilSf'G. J"ST i l· S1/g 1 i ., ·, ,P.2...i FROM 1, I I i ]New; I. I· ;. . i ' I '. .; ·i .! I - : [ ~1&-;-V Ovtli; TD' UN LT: 221/2. = 28,03plf' . CQ' MlD ½ SPAN.! _;(SEE; CAL.3 FOR!. ~l NG.. ®"; l3ETW @ ti-@) • I ·t ,, . --·-1 c,:.::F.: '1-oL __ j SHr·To : ·-'.:~}t:f:i:J-·::.:J_ r· t,:: .. t.-J . , ·j· ··:; J ·J~ .. J 'j _J L .l 1---]-_ L.,J. ,\. l :~ · :;J · -t=·~-f :;~;J :;J;J : L.~i <t :" .. 1. · .;:J~;fi\J:: + \~. ~.1 ~-~-dt-J'tv:-; ~h.,,.:.+;,: r :ii~ i,~·;=-h:i# · i~~: r:f:;: 1~f; -.:J~:~~4~". -.: ~-lt. _ .. . = ..• --;~4~:1~-; ~ ::::~!f':;':~~-r~~;;r.::~/ .f..ts;tL~~1,:~41'tli~~;r:~:t.1;;:1~~~~;r ~ .. ·t · ··.r::·.r~1-7T<J~.;1L~5¥?\!fr~~l.:r;--r-:~-r ~ I s3B I . ,-·-····· ···•· -·· - I I I I I I I • I I ~- 1· s~:B .':I ,>/,,.' ·:I __ slpl2v1s0b414BTBEAM ANALYSIS SPAN LENGTH = 36,42 ft (Sfrple Span) UNIFDRK LOADS (k/ft & ft) \Jl )'1 Y.2 (1,028 (l,000 O,CO· 36,42 Fd Fl 2,370 •) (.•~C ..... ,.,u 2,~9£ 0.000 LDA~ ~ive \' A 28,42 ,._,~ ll'1 ..:1.:, ,i.. ZB.42 I c-r-r LL.f I 5.4B3 j,j ,542 5.4,82 4.501 M 2ax = 1iS.C5 kft I 20.42 ft Live I'rnl· 122Lt:'372/E! i8, 1_6 141£1982/E! ~iC:;pon Dougl~s fir-Larch (N) srnESSES (psi.) 2K1-1SO ff. 5(l)s0p10. 00hl2v0E-0b3T ---.· 1 I I ! I!~. '----~----'Ll'---Ne_-·_©.;;:;,_c_..;:_ee;:;_r_w_· _(!)_9:f-_®~---,---~-------- --1--:·----.r,=\-cv----------,@------------ 1 I ·,P, P"I P;-·h--~,----------------~--- \"!L~II r 8,€°4' l <q,?9' J 6,,~' J f ~· t ID' .I I I I I : ~ ~-------'--'----"-------~~------------------p? I P-4, Pc,, P, NEW UN If-WT p?!, ~ AC-! 8'20 lb.s I I I I I 1· ·, . :- f4 ' AC-4 ....... sop lbs ' .,. ?~ \ AC-2.. . ~5'4-lbs J PG· ~ AC-~ . LDOO lb.s I Ok W/ EXLST'G GLB :51/8 X'24 .. I .... - ' ! ,. ·1 -! . , . ._. \: \. ,.. -· t j 1 ' I • \ -J -, 7 • • ~ ;.,~ ~:.-~~-:_1~~-J---+ __ ..;:.· .. _:-~-----·,_ .., __ ··----·-· -' -·~ -- I", 1 4 ) s3~ I, I I I I I I I I •• I ·1 I I I I I ::-b . I I ,,. ...<- C:-1&2 s1p12v1s0h4148TBEAM I.NALYSIS PRQ6RAMs1p9v1sOb41-48T SPAN LENGTH= 3'3,00 ft LEFT CANT= 0.00 ft RI!3HT CA~T = 10, O(l ft UNlrDRM LOADS (k/ft & ftl wd wl x1 (i, (l(l 4'3,00 POU\:T LDADS (k t ft) r1d PJ V ;, !/35'3 2. 148 7.00 2,28B 2:496 2,288 2r4'j£ 23. (H) 2,288 2,4?6 2,288 2.4% 31.00 39, (H) 2. 288 2. 4135 o. 320 (1: 000 0.500 0.000 37,48 1, ({l(l tj, (HJ(l 4,046 3, 2:::£1 ·REACTIONS (k) LCJAD Dead Max : Live Total Min t Live t1AXIMUM FORCES LEFT 4.834 8.742 2,55(1 -RIGHT !7.587 14,44,7 ~; !.07 .ll i i,H.U Y max = 13.92 k @ 39.00-fi M (iiGX = 134,83 kft @ 15:0(! ft M rain = -118,29 'kft € 39,00 ft M = O kft @ 22133 ft DEFLECTIONS (El = kir/·2) LOAD Defl (inJ X f,n.·; \;;,.: Total 2~:22£775./El, 18.4~ 1793.1420/EI R,J, Live 15485135/EI ;o ~,; !JrW"i' 14800380/Er R,Ca D.:ad 7655255/EI midspan 3131041/EI f.:,Cr Main Span Cant. (local) TOTAL Defi EI EI L / 180 8933375 4815269 L· / 240 11911167 L / 360 17866750 642035:3 9530538 LIVE Defl EI EI L / 240 7941095 2910634 -L / 360 11911642 4365951 L / 480 1?882189 5821268 sOB04/12/Cli 2tJ-130 fJa PRIME J0II :>k1-1&° l STRUC1URAL OATE: ~ f :• . ENGINEERS SHT : ~. (£,6{J)sOµiO,OOhi~v0sOb3T . ·,. ... ---·=-~---~~ -~ -------"-----------·------- 1·., ) -~,~ :...::r;'l •• I I I £3B I I I I I I I I I I I I ~ - I I· -~ C-1&·2 s1p12vis0b4148TBEAM DESIGN PR0!3RAMs!p'MsOb4i48T .Right Cant Lu= 8.00 ft Br~ce Spa,ing = 8.00 ft BEam f:raq,d @ SLipports Pos. Moment Lu = 1.00 ft Brace Spacing = 1~00 ft Douglas Fir-L&rch (Nl STRESSES (psi) s0B04/i2i01 2KH30 £ STRUCruRAI. DATE: 1:91 (A PRIME JOI: z~-po ~, .. -~ E~tNEERS SHT : ..cl._1 (&.60)s0p10.00t12v0sOb3T !1ain Span Fb 1 = 277-8 i~ = :?313 B3 % Right Cant Fb 1 = 2778 fb = 2885 ! 04 % <--O[L { Liv2 LDF = 1.251 Le= 2~06 x Lu1 Cf= OrS3. DEFLECTlCNS (in) !E = 1900 kii) Total: Main Span= 2,19 = · L / 214 Right Cant = 1169 = L / 3971 Liv2: Main Span= i,46 = L / 321 Right Cant= 1,39 = L / 8761 D2arl ; Midspan = 0,72 Right Cact = 0123 ------ t ..... , ... ------'--------... I ! j I l i I i l ! I _I"-/ iA ,, ' I ; I l I i ·1 · G-LB i ,~ PRIME I l J011,~.zkrl;,o I CHECt 1E.x..-1src:o ;ROOF I ·' . J . . • i-\-ol : ;' ; I . A--STRUCTURAL--08~. l w] Nle/4 MECM.! UNtt I t . _ . ~INE~S! SHI'.:~. I ! (CD.NU.) - t -1·-·--1-I jl r--· I --i--i ; ! 1 j I t ! l l ! ' I . i ! j je;L/~E-j ©, iBEfW, @q)_@ }' I -1 I ! I ?:i.. l ~ l I -,--'----!--+----l---'---'f~_'.' n·l---!6_,1,__r,'----;.----i-t-r>..--+!-~---1---____,_~-!--.1_--L_..;'-----:----+--L---+--1-+--~-+----+--~-+ 1,: j r, : f? r ~ ! rt i , i ,J · ! i '-:t · i. ' ·n1 -1 _!...J .• \.L---+---!----.;c'----'--------i---..,..---;---,----;-----l--'---~--_;.--1,---~--'--------~-~---,,..r. --J:l',t e~ ., v-,. -. "". ul ; '. -i,. . f ((' 11 l I -•-----"---'----'---;..! --al~---.-1-I ---,--..;..'"'"'"+-+---,---'----'-'.::i._._-+---+---'---+---i----f---i----i----L----+--,------,---,--t---;---. 'I ,i5lo''; l ! f ; ; ___________ :-Vn-"~-io ~4«:>---'---'----''----..---1 --;--p:::.._~fl2.-,;---~---------~---;----,----1--·-···- , L= µ"r~ I I If-• ~li:t3l ! I j ! I i I ! ; j i I I I , I 1 ----+----L-+-+-+---+---;.--+--+--+--+--+----l-GL--L-Bf-; -,f-B-1/8,-, -Y-f-1 -(6-:-; 1/.:- 2 4---i-'--+--t--+---t---1 i I ! I I I I I I I j ! ! ;o~-W/ Et<t:ST~G T ,._ ! I I I I ·; l ! i l i I I ___ _;___;..._:.......'----;---l----l---+-+-...;--+--+--!----ic----'---i---:---i--~-+---:---;----,,----;---,---t---;---:---i---;----i--t-+-l, ___ _:.___;.____.__.,__~-+----<---1-----.----!--~----!----'----'--~---+---'~-+---+---+~--'-----'-~~- l j I i I ! ' i 1 , I ----·--,--f ___ _, __ l.,__J,--..L--l---t--.!.--1-i ·=--~-..\---'--.!..-----;---i---L--L--i--...L--+--L-__J:.......-+--,-----;--:-------L--1 I i ·1 ! I : 1· I i : i ' -~-·- I l i I ' ! i !---: _J_ I ' ' __.1.·.____, _ _J __ --f-',->-~·c.l'--+--+--+---l---+---'--+---i----''----'-->--~--,..--+--....--~-.,---~--'---:· .! i i ! ! l I I 1 1 · j I l j I l l i I I ! I i l ! ! ! I ! !· ·1 I I I l ~ l I f ' ' l j : . i I ! i ! : I ! l I I I ~ I l i ' L I l i ! ! . I i I I I I I i ' I I·· I i I I 1 • ~ I 1 I .... , r ,.j ,, I 'i-'r i l ~ ! I I I I j ! I : !-[ ! I i I 1111 1.· -...,_ 1 _._-l-1 --l---!---1----l------i-------i1L---!·-~·_-_--+r_·--+---:._--+-""--·~-.91_+_,1;::::::::::;:::::-1----J.--+--+--+-+-+---i-c:--!---i--+--+-+-+--+--+---1 · I i ! J I -~ j i I • l I I -~-7 -, ·1-I ·-i I 1 j l ! I I l ! ( 1 I ! )' ! r I I l ! 1··. ) s3~ ,, I, I I I I I I ·1 I ' p I I I c,·:>p _,.;;,.t I I I I b , I s1pi2v1s0b4i4BTBEAM ANALYSiS PROGRAMs1p9v1s0b4148T SPAN LENGTH = 25. 00 ft {Simple Span) UNIFORM LOADS (-k/ft & H) iid wl Xi 0.021 (l,(l(l(l 0.00 PDINT LOhDS 0~ & ft) Pd Pi · 2,288 2.4% 2,288 2,496 2,288 2.4% !.250 (l,(J(l(l REACT WNS ( k} X 510(} 14,00 22,(H) 17,42 V'J .,.. ; f:,T :...l,,.I I ~:IGHT LlVB Teiti.l 7, :340 V SlX = 5,19 k @ 2~,oc ft M max = 57l25 kft @ 14100 ft DEFLECTIONS (EI= kinA2J LOAD Defl (in) Total 6151668/EI L1,1!:l . '~ 2303978/EI Dead 3345473/EI Pos, Moment Lu = 1, (H) ft Br 2i:e Spac i_r,g = 1. 00 f.t Douglas Fir-Larch (N) STRESSES (psi) Shear @ 1d1 : V = 9.16 k@ 23.63 ft Fv = 206 fv = lC'J HJL X (ftj 12.67 12,57 midspan 79 'I. Fb1 = 28% fb = 2954 102 'I.<--O~! Live LDF = 1.251 Cf= 0.97 DEFLECTIONS lin) (E = 1800 ksil Total = 1,78 = L / 168 Live = 0,81 = L / 369 D2ad = 0.97 s0B04/12/01 2KH20 (5,50)s0p10,00h12v0s0b3T .. ',:- PRIME JOI: 2, -I "" STRUCruRAI. CA1'E: 4.01 . ENGINEERS SH1' : ..lb,__ .. I I ; L i ! j I l ! I • i I I. i ! l i !l._ ll., 11'. I 1· ll -· 11· -. Ii ! ! ! I j·~ j_+- 1 ~---;.-_,;_e-+-~-1--'~'-E _____ @..;..'.'-. ..;;;.E'"'"E'. _t..;..V'J;-'. -®=B::....-:'h-c-,,' _@...:.: _,__I -+-+-----+--,---+·.i--l--:--t-l ·~'--t- 1 ---t--t- 1 ---t'----"-----;--....., ~-· I j l . ' i l ,-~-1---,--~--t--!.------;--;-!~~·~---t---c-,(-~ I i I I l t I I ii 7 --,----+--...._---'--+' --+--·1---'---'-----V,.., .-.....;...-..;.....-;......----'----1---'--l--'----i--+--+-----'----1---4--+--+--+--f---+---+---i--+--'---I 1 : • • 1 1 r4>"i t I I 1 ! -ll·-----','-0-:::-.4-i--_ ."l-1~·2.-+~'---P...; 1 1--p,+-·,: --'-r. _ _,P.:i.._.,.._,_1 -R ..... _:i.--l-1--p'-~--'-1 --'----l-.....L..-..;---'--1'---'---1 --+1--'1'----'---.,__--l--"1· --+---'---f----+-..,.......__,.- ' ~~l _,;_ . l I I l I l D=·64$2~i -+--'---~: ~,-4.+!./;;{?a~i7' ,i; 81--!,-a1-;J;-~_,__,_.,,. J: L=-!S,48:3d I f>:i.. ?.-i.. r~ i I gr -,f;-8' I 1 I • ~ : : i ! l ~ I i ; --~-¢ . ' . l l ' ' rt,' '!:' t 44,' i --: --4----''-------+---'• -......;.-~------,-~f-----'---+----,---~-~ '-----~-'-----i ! I i---t l i ·-'----J-~· - 1 ; . I I j I -7 [w:: wt bF: E-XlST'G ~LB --· :--~-4~---'----'----,:--~-I • : : : • : ! l l 2.8,d~ elf' I ! 1 --,---~--~- / ' _J . j I I l I ' I I I _ _;__ ; ' l I ___,__,_____-I-----'--+---'-__,_--+------·---I l l 8:' ~ 2..6' .-1 I I 121"'~ i 1 J..-C> ~ I 2,;288"~; r I i j 2.!4t{.G ~ I ! I 1 l I ! j i ! ! l -r I i } I I i I I ! I ! i I I l I ! I I I ---------~-------,-----;--~-~----+---+---r--,----;--'-----,--+--i-------i---+---+--i----!--+---'--+------cf---+---'----+-- ' ' j ---~--i---~-----i _ ___,: _____ +-_l_-+_-+----+----'----,---'---41--'----+--+--!----,---+---+---t---1-----+-- • I ; l I I i '. I- ! I l I : j i I j i : i ! I I : i ' ' --~:--'--~,--,---i--i~!~-;--~__,_--+--+!---,-----;--'---,--~j----~-l~~---o--t--+-~11-----+--+---1-+--f---~--+--+--"-~ • 1' I • i l ! l , _ _,__ _ __,__..__;· ---'----<---!-'-J_ -~--+----+---+-----t-----'---'-----'---~---+--'----'-->-·--l---+--1· --'---!---lc-------+1--+--~--+--+---'---+-----11 1 1· l l i ---~-~--~,--~---;--,, --------~--+---;--;---l--+---+---:--;------.-- 1 ; i .! j L l ; I -1-~1-~l_-_____ 1 ______ --ii--!---if--+-----~li ___________ .._ _____ -i--+--t---+-+--+-...._- __ ;;),~l--,--~--i,-~!--+--+---:--;---;--+--+--+--+-----i---+--i---:--+----1-----+---+--+--i--m--+----+--+--1--,--,----t---11 i !• l l I ; ! r ! I I . ' I I ! i i I ' ' ·1 i ! l I I ' t·. l ! ____ -;-1 -+--,-----+--+----t----+-------;----,---;----+---,-----t-------t---t__,____-t--<-_-+-------+----+---t-______.____.., __ " i I I II I I ! i I I I t I i ; .. --;--+--+----11-----+~-.-'- •r L~ t _J I -.. J I I .· L ! ! ! ! l t l [ i I ' I -~ ! ' Y1' :.,,. --I I i i i I I -1':'!"'1 I'', I ~~D t~ j • I I I I I I ·1 I • I I I I I I I I s1p12v1s0b414BTBEAN ANALYSIS PRDBRAMs1p9v1sOb4148T SPAN LENGTH= 44.00· ft----·----~-----·· -- LEFT CANT= 9,00 ft RIGHT CANT= 7.00 ft UNIFDR11 LOADS wd wl (1,028 (1,(l(l(l (k/ft & ft) X1 -9,(l(J 51.00 POINT LOADS (k & ft) .1.645 1.645 •*'; .,, .. ,o l.r1,,,,L.",J 2sZ28 2.228 2,228 2.228 .-, ~,-~ii Lr~L.C1 0.460 6.452 Pl 1=794 1.794 2.4'35 2.495 2,4.9b (i.(H)(l 4.193 5.483 X -4, (l(I -0.58 7,42 15.42 23.42 ~:1.42 39.42,. 47.42 · :3.50 -3,00 51.00 REACTIONS OJ LOAD LEFT RIGHT 14.725 15,519· Max : live Total Min : Live T + ' ;Ci,-ill ~AX IMUM FORCES 14.663 29,388 -1.066 13.659 15r688. 31.207 -1.044 14.474 IJ max = 16. 86 k @ 44.00+ft r. ma:,; = 100.63 kft @ 23.42 ft M min = -100,39 kft@ 44,00 ft (11{0 full span) DEFLECTIONS (El= kinA2) LOAD Defi -(in) X (ft) iota! Live · Dead 30549896/EI 20941030/EI 15723661/EI 26268317/EI 17788025/E-I 13630841iEI 4281779/EI 3153008/EI 2092819/EI 22.02 LC. R.C:. 22,06 LC, r, " f,,t\.-1 midspan L.C. R.C:. sOB04/12/(l.1 2KH30 (6,6(l};;Op10.00h12v0s0b3T I", .. I I I I I ·I I I - I I I I I I :1 ' .. ,, -~~ I s3B s3B .-!..,. C-3&4 s0B04/12/{)1 2KH30 A PRIME JOB: t.\<.H?.-c· I STRUCTURf-J. CATE: ~ ~ . ENGINEERS SHr : .JL...: slp12vls0b414BTBEAM DESIGN PR06RAMs1p'MsOb4'148T LEH Cant Lu = 4,(l(l ft (6,60)s0p10,(l0h12v0s0b3T- Right Cant Lu= 4,(10 ft Brace Spaci.ng = 4 •. (1(1 ft · Beam Braced@ Supports Pos. Moment Lu = 1.M ft Br;;ce· Spaci·ng = LO:) ft · Douglas Fir-Lar.ch OD STRESSES {osi) _ Shear I 't! : V = 16.BC k@ 45.BB ft Kain Span Left (:.~nt fv = 206 Fb' = 2798 'rt 1 = 2798 fv = fb = fb = 21 '3 2733 !% i. <--6f'.. ( i {l(J fr '39 ¼ F.:i ght Car;t Fb f = 2793 fh = 278E, 100 X LivE LDF = 1.25, Le = 2.06 x Lu, Cf = 0:33 DEFLECTIONS (in) {E -1800 ksi) Tot21: Hain Span = :, _l,:J 'kli 1'.l = L./ H'j i..J ... Li:ft Cant = 2,3·~ = L ;. 443¼ Right Cant = 1,8(1 = I ! 555f. L Live-Main Span = 3, tio = I I 176 .. LEft Cant = 2.03 = L I '367i Right Cant = 1.56 = L /1195¼ Dead Midspan = 0,4'3 Left Ca;it = (l,36 Right Cant = 0.24 f l0cal ~- -_~'1..-,, . , --''-· - ..... <a.W0\-.,,~,'1.--·~~ ... ~~~:-,,. .. .-~,i,......,_..i~ ..... ~it'~--~-~ ........ ~,. :;w1,1.1 ... r.;"\,'1-.,,~~-"»<,;::-"·--p---l~i,,J:I; .•' \--.... ._ -: -.. : ...... ~ -:--.. ~- H --·• -~~ ..;,.-·:-•· -·----·-···-·--~--~-~ - ... ... ·---• ...... •--"-•· •H••--• •,;,. --...--.. . .. ... -~-:':.·•.:,;:,:.kl>:~'"';'arv".:; ··"t-:-·-~ -~--==--;.,. -:!,'I~ - I G Di P 4( ;. 1 hkc P ¾ i I t,,¥-4*-, i4(k ;o;:p;;::.:4 A I IA! .· ... o:,a,, ,_,u,.~ ,p:,. I @? UNE @ /3ffW. @~@ I . p.. r~ f.i.. _______ __,,k-c--=:b=~'5---\l<l~lo,.33_:__J,...:5:"-'2=-'dr---------------------- f; P, P, P, . ""i,--g'-"iQ7~~--t-S' (_,-) I I . . L", 0-=-G, -1-~-~--=.L'--:cS.c...=.,48.~'------~-~------------------- I 28,0? plf I g_:FROH AC-61(bi-AC-to. =-4-GD(bs P::i: FROM AC-ti =--Gf/7 lhs. --'--------,-,------------------- ·.1 PROVlDE ~ 51,i THK K s·" H EA, SlDE-~ MID ½ SPAN (SEf. CALS FOR Ll N6 (s) f3ETW. @ <l,x..@) J ' ' . . ...__ ,_. 't .. r ... I '. -~ , ~ ~1--~--,----· ---=--·-· _.,_. -·~---_-·-----=---=--=--=--=--=--=-· ·_-· _-_-_-_-· ___ ---------------1 '~ I'··\. I s3P--,, -. I I I I I I I I I I I I s3E I I I ~ I s.1 p 12vis(fb4148lBEAM ANALYSIS PROGRAMs!p9v! s(ib4 i 48T SPAN LENGTH= 36,42 ft (S; :i:pl e Span) UNIFORM LOADS lki ft i,: f~) wd \:.:l X1 PD INT LOADS (k f~ f~ ·; Pd 2,2BS 2.288 .-, ... ,oo J.1i....J-..:. 0.450 01 ' .. 2.4% 2,?9b (; r (H)O 0.000 I' r, i2. 4:2 20.42 ~8.l2 1f,68 22%50 ¥•"; :,L LDAD LEFT RIGHT -s, 452 5, ~:~)8 Total V ~ax = 1lr93 k @ 0.00 ft M irax = 1i4,0B kft @ 2~:=42 ft DEFLECTIONS CEI = kinA2) LOAD D,2fl fin) Live De2d 2583!)205/E I 122251374iEI !4£02'30BiEI Pe:3, ~D;';Je~t Lu = l. 00 ft Br ac E Sp,;c i"n-9 = 1, 00 ft Douglas Fir-Larch (N) STRESSES (p!:i) Shear @ 'd' ; V = 11.88 k@ i.88 ft rv = 2(16 fv = 155 iB.14 18. 16 .. ii:lOSpar; -~ 1/ j ,J !, fh 1 = 2798 fb = 3166 113 r. {-- Live LDF = 1,251 Cf= 0,93 DEFLECTIONS Oni (E. = !SM h;il Total = 3,06 = L / 143 live = i,40 = Li 313 Dead = 1.67 ------,-< --------- sOBCi4/i2i01 2K1-130 ,A PRIME JOII: 2(\* \Pl SiR!JCTI.JRAL DATE: H--ol · ~ · ENGINEERS S-!T : ~ . ' . -...... \:. 't ;_ ,·, •• ,-.>: .. ',,· ... ·',. ::: .·. -· _;_ . t ; t : : { 1 J ! j ! -I l j I l ! i -, I i ! I : h , ; 1 : t 1 I i ! I j i i , j -f-~' PRIME j '.J08i7~--t~ J .. ;~''-7' :---"'':---;."'---i-1!_;_; c.__,,..H...::E:;;__,C....:l<---,--! ---=;E-~X..:.l:;_;S;....T..,.'G--=,.,,;,.,..l .,;..f<j~OO:,..,...,,;F,e=,;;:;G;,,;~;.;:;-~;,,.,,,,, __ ;_! 1___,__;--..l.l __,IL_._J_· ___ !~ __ !. ! ~"Wts'-;~~ ';_~ 1. !_ l, :_: j_ W/! ,,.,,1, &rl_, ' EC l --, . ;·· T i_' jl t· t, , .I i, '1 1. 1, . . -\ ~ V" i M . w UN I TSL I .. 1 1 __ 1 __ 1_ ..... l _~;--i-; _ __,_·l __ lf--+l--!! _ __,..1 _ ... l _ __,_l _..:.!_"""!!-----1---...!! _ _;____..J.__!-! -..!.--i----1----1--+-l--+-_LI _ __;__I _~!i--....J..l _.,.!l_-J.----"- ' I ' I I i I /8\ I ' I ® iJrG'\ I i I I I ' I I ! 1 l \@·L!NE.1 ® lBE:TW 2 ~ ! i l i l J I i I I l I I I ' I I I I i I l TA ~ I i j ,,_j i L~ I j ; ' i I ' l i l i i i D"-f.6'1f ' : V 4-.1'!3 l i ! i I I I ' ' i ; I ' j : ' ' -. i. -~--~ i~1F~~~--N_E_w~··~A~·-c+_i~q:_._-__ :_s_i_,0_·-,o_·-s~~~:-~~½~:~--=i=4='.-,9~r-tb~~.:----;_~-+~:-'"---,_, I ! j ..l.~~----,___ __ _,__~ : ! ! ; j ! ! --~----'-: -~-_,__; f; L Ff.< OM NEW AC -16 ·--'--------01_2_~,!...:-_0~9_1 b .... s-'-_ _,__;.,__,'/2'-'-~'--i _~ +i _!--'?'---50--+-: ~' ~-s-'-_ +-I -1.._;_._+l -----!c__---'--~__;____ ',· ! I 't ,: ,I .1 ! ---~' ---,--~-+-I ---:-,-·-:---+----!--+--+---i-----+--!----:-----!~-+--+--1---+-+---l-----!c........-l----l---1---+-+__o·+i -+-.L...--l---;..- ____ J_ !Ni: ½)T. !-O--:-f-----.-!_E-;0_\S--1T_1G--;jc,___,;,-'. 5......:.1/ip. 8_",_: _l6'---'i ½'--2_; _G+-: L_Ef>+-'. _::+-; _2+-b_.~--"-----:s-l~--i-;l_f --+---+---+-+--+-l--+---i-----L--'- ·1 · i ·I i ~ ! · I ! 1, , .:--· •,: ! ·1 I l l • ' I 1_· • ; 11 -------"------"!---~-..,__.:..,l ---~---'---<----'----'--I, __ , ----1--: --+--!--+-,_,:..,·I'---+ j' --+----+---+--+---'-----if---+---+---+----+---'--..!.---;l-~9~1 -;----i-r-f-~! -.--~--~·~l.--+-~l-+-~-+-+-+!--+--1--+-+-4-L_J_~~ 1 :Otf: ~/! E>:(l~T'(i G-lB !3-:1/&lx ~G½ -li---~-.....---;.....--+----<--j--·----:----,--~--t-! ----:--+---+j~;f--( S_EE+i ----;!_CD_-+--: M--+~_Ll_Ti+-, E--=-'."\...;.~-'--j OU-+'. T-----!P::-U_1T+'i )'----J._.!___-----i---;_i 1 -..;..__:~..;._ I l ! --·-----+---;--------,r----;----j---,----;---,------'------,f--+--,--+-'--l---'----'-----''----'----...Jl _ ___;____--+--_-!-l -+---'1:-----'--...J--.;,.___:_ _ _J__,-L._:___ -1-: -· ; ___ ! ___ ~----'--........ -'----:-----·---c~-+---+1-+-----cf-....:;...--+----!---'--+.---t--iL; --l--+-----11--!-_.J._--!-!---/--+---+l--l..-' l --·---~--~-~->----~ ---~·-~-;-~-,--,----'---+---......;. _ __,_ _ _,___,_....:;... _ _;._~-----,----l---J---~--!--l.-.---'---L---'---L-- I; ; ; ; ----'----'------i··-__ T ___ ..;___:r'. -+ ,: _----1---.;...--1-....r..--+-_j'--+-+-+--+--+--..L.-;......-J.--1---l-----+-.....;..--4-----: ---~ i ' I ·I l I } I ; -~--' -t --!--·-';--___,____.,.__ , I : r : ! '.· •. ~--~-;---'------'-l ; i .... , --,--,.... ! ' i ' i ! I ; l ' i I i I I ! ! I __ J I ! _J. ____ ,_ ; I : i ---+--+----'-+·-+--'. -,--+. --+,-+---l---i-....L--+--f-__!_-+-+----1'--....L-+-1--l---!----!---l---l------!,-.....L- -I. . , i 1 / 1 I l i i I I ! I : I i ! I ! ., I ! i :_ l ~ l : l j ! ! f l -i j' ' i~----+----1,_·-. . --'------,---. ---~--+----+--i---+----:---+-----i--!-----i---+---+--+---!---i--+-..l.....--_j · : : i 1 l ' ! I ' r-----~-, _ __,__ __ ~_.,__! ~-i._, __ i --t I I ! ( i ; ' 1,-,· ; 1 I --aa--..;----!--'---'---.;.-..--L. -:----,..---;--'-----'--+-+-------i--i------'---f-----+-+--l----i--+-...L-l--+-+--l-----1--+--..l.....-l-.....l.-. I I l I l I ' . l -1,...: -..,---;,------i-l ____ ---!---L-4-----''---------+---'--+--+--+---i--+---1----!!- ! ! l l i l l l ! l i I I l I i l -I ;-.~-- I ' . I I !---l --j·---! . l j I f ! I ! ' ! f I ,-! ! I I ~-. - I I I i I l --'-' i ,. I i : i i j ! I ,, ') -"1Tt«. J 'l :,~i) .. ii ;-,, --1 I I I .I I I _.,. I I I I I I ;,I "!"" .::~,';' ., .. '. ~... ~ ::1 '• ('\ \ s3B -~ D-2&3 s1p12vlsCih4148TBEAM ANALYSIS PROGRAMsli;SvJsOb414BT SPAN LEN6-TH = 25. 00 ft rnii;pl E Span) UNIFDRK LOADS (k/ft & ft) Vi v.-, Id. /:.L 0.02! !),()(l(l (l,(l(l 25.(l(l - POINT LOADS (k & ft) Pd_ Pl 2,100 2. 4'35 2.iOO 2149£ 1,250 0: (H)O REACT I Of~S ( k J LOAD De,:;tl Live Total MAXIMUM FORCES LEFT 7 ,0.92 X 4.676 ~' 193 . B,Bil} \/ max = 8, 87 k € 25.(10 ft M max = 55.28 kft@ 14,00 ft DEFLECTIONS (El= kinA2) LOAD Defl (in) X (ft) 5940487/EI 12.67 Total Live Dead 2803~78/EI 12,57 3i8~285iEI miGspan Pos, Mome~t L~ = 1,00 ft Bra(; Spacihg = 1.00 ft Actu3l : 51J25" x 16,5n 24F-V4sOB 9ougl,:;; Fir-Larch (N) STRESSES (osi) She,:;r @ 1d1 : V = 8.84 1, {); 23,63 H r, " I> Fv = 206 fv = 157 75 'I h Fb' = 2896 n, = 285'3 '3,'3 'I Hi 'i• Live LDF = 1.25, Cf = (l.'37 DEFL:ECTHiNS (ir.) (E = 1800 ksi) Total = 1.72 = L / 174 live = 0.81 = L / 369 Dead = 0.91 sOB04/12iO! 2Kl-i30 (5. 5(1) s0p1 O. OOh 12v0s0b3T ... ''-· \:. ·----~-------~~---------------··-·- ,, ,-.. * ,z:.;g,µ.;1?:?'.Ai. %:ft"--:'i.,)£(, .,,; ~Jc) .... 4, •t,-;::. ;, • _ ...... , .•. _,< .. _ . • :~-_t •• , .\ ••• .-·"., •• :a_ ,J )·--·. .. __ .t.c;?, ~· ~?-,; .}:. ,, . H...,: .• 1 .,,.~J • .,I\:, .,.. .. "'k »cJ;,/4.,.~ _ • ..,, .. , .l' , 1..;,,..,_.,, 0 -; ~ ,,~_,..,_.;, ....... ,.;-v .. t .... _ .1:, .' ., :• ,_ .. -5!.1 1., .•. •, .. '-:.~..:_ *-1-\p 1,· ) i• J CJ-\ECJ::: EXIST1cr GLB I /f.1:, STRUC1URAL 0A1t: ~ .. ..... .,, -t,..!GfNEJ:RS cur • 1-0 -I (~,.E;.~~ i:;. -. .. W/ NEW HECH, UNlTS ---- I ~ LlNE.@) 6£TW. @~@ -\l,, ., ® I -' p~ p? I :2.otr¾-11 J \~LIIY~' t I · P1 Pt P~ p,._ P;i p~ P2-' p~ D:04.8-"'!3 D""-4-ff/-b ·;: i; · .l,;!st ~· :r; 8' i &'· if ~I l ~r-ra: -it ,.. u, :;.48? L"4J'l3 I 'I' i 41-' l..w t r/ I ('.N: WT-OF E-xtST!G-CiLB 51/8 x 25 1/2 :: 3/.f/6 plf I P1 : E:Xl3T1G JST LOADING-. . .I NO CE{U t--l G- PID :o ( l t psf >< s. 'ls I X I~ ' ) ;-(_ 4 • i psf 'JC s , ~ .s I XI';') " l.t.51i,:. P11..... ~ (2._psf-X !3.rJS' )( 2.6' : !. 1q4 IC I P:i. ·. EXIST'G }ST LDA.D(N6. c P:i., w; No CEIUN~ E£L.OlN) ·-Pw : (1 lpsf )( 8 :1-.. 1~-~)-t-( C'.f.2.psf ·x ·s( x 13') ::. 2-.i \c.. - p~ --~.2..psf-~ 8.'"~2b \ ::. 1-'1(::,ic p -2.L ,._ 12.p.sf :>< 8' :>< 26 t :: 2, 4'1bt: p~ \ FR.OM NEIN AC.-13 19-AC..-{S :: 2500 lbs· ~;; ; 0\< IN/ eXISf'G G:LB ~yg-x 25½ (SEE.. COMPLlfE-R OUTPUT) .. : -~ -<. .. •.-- -, . . ~- ~ r - . . -... : .. ....;.• I . .. -. --· -. . -. _.,. -.. -.. ·--... ----·---. ---· -. ·---~-·- ~ r· ----· ------------~-----~-- I If ) <' ' ~ ~3B •• I I I I I I I • I I I I I I .I Ir\ ~ I I -_;.. D-2M si pi 2vls0b414BTBEAM ,ANALYSIS ~·RGl3f~AMs!p~v1 s0b4'148T SPAN lEf~!3TH = 44, 0(} ft LEFT CANT= 9.00 ft Ril3HT CANT = 7. 00 ;t UN ff ORM LOADS ( kl ft ;. ft) X2 -'3,00 51.(l(I POINT LOADS ( k i, ft) Pd Pl X 1,510 1,794 -~,00 i,510 1,794 -C:58 2,1(H) 2r~96 2:.100 2,496 1:913 2:496 ,i :'3i3 2. 4=36 2.500 4.676 0, (H)f; 0, (J(:(1 7 ,D '·~ 15,42 31:42 3'3,42 35;04 -"3,(l(l 51. 00 REAC:T!Of\S (k) LOAD LEFT RIGHT De2.d Tdal i:• .• :an i L1v2 V &ax = :~.59 k I 44.00-lt M ,ax = 135,82 kft@ 22,42 ft DEFLECTIONS . (EI = kin·~2)· LGAD Def! (in) X (ft) Tota-1 42797001/EI 2~.27 -21464394/El L,C:, -1894%34/E! R:C:, live 262683 i7JE I 2210fi 17788025/EI L.C:. 13£30842/EI ,._ .... ~1 l•s Dead 16520394/EI irii dspan -4390612/EI LC. -5510905/EI R.C:. Main Spar, Cant. 0 ocal) TOTAL Defl EI EI L I 180 14589886 3439805 -L I 240 1945-3182 4586407 L I 360 2917'.1772 687%11 -~----~ -... .,.._-.....--. ~ Defl EI _ EI {f' I 240 1194{1144 . · 21726$0 sOB0?/12/01 2K1-i30 (A-~ -PRIME JOB:-2¥,\-l'r? STRUCTURAL DATE: '1 '" I ~ ENGINEERS SHr : ..:1d5__ (5,SO)s0p10,00h12vOsCb3T -.... t I ,, ) ~-2E" ~ ,, -. I I I I I I I I I I I I ·1 I I -~ I --- sip12v1s0b414BTBEAM DES!SN ?RD6RAHsip9vlsOb4l48T Left Cant Lu= 4.00 ft Right Cant Lu= 4.00 ft Brace Spadng = 4.0(l ft Beam Braced@ Su~ports P(tS1 Nowent Lu = i ,00 ft Brac2 Sp;~ing = iaOO ft Douglas Fir-Larch (N) STRES3EB (o;i) Nii.in Spc,n Lin ~:.;nt fv = 2:)5 rb' = 2759 fv = ib = ib = fb:: DEFLECTIONS (in) (E = !BOO ksi) 1912 59 % Tot.a!; i1ain Span = 3i86 = L / 157 L~ft Cant= -1,58 = L / 667t Right Cant = -1.49 = L / 9201 Live : Main Span= 210b = L / 255 Left Cant = l.~O = L /14081 Right Cant= l,07 = L /17401 Dead ~ t1i Gspan = ii: 30 Left Cant= -0.34 Rfgh.t Gent = -0~ 43 f l~u:al . -------. ---=--...,..--=-- '•: .. sOE:04/12101 2K1-130 rA· s: . PRIME JOB: '2.¼1-\~ I,), STRUCn.JRAl. CATE: I • · ~ ~ ENGINEERS Off ' <If., j v~:=..::.;;:::..:~~-------i-. (6. f,O)s0p10. (l0hi2v0s0b3T --~-\ .. \.~ ~ ~---~· ... __ ---·--· -- I P.2 FRotvl I • I ' +-~-~-{--- I ! I l ~-lST"'~ l i l 0-) l 1 l ,1 li l! i ! l I i I l i---!---i--+l--'--+-+-----,i---+---;..--'-...l.....-+----,;---j.--!-/ --+--+--11'----i-1--'--+--1,,--...,---+--r--·-J-1----'-1 ---;---;----i'-----+--~--;!----1 I I I l I j 1 ! l i l , I , ! l i l : i --i !-' i i I -~-,---------11:-'-__ ~_! ___ -+---_____ '-~<~-s~~--_lco_;M_P.~;u_t+;E~R_¢>utP4TJi I I l I ! i l l ! I I ---+--+--+-~--, - ------~----,--'------;--;---+------------,-1_ ......... · _...,.!_1 __ ;,.........----+-~i ___ _,_____,1 ____ 1 ____ ___,,-----,----+----":--I I -l------~--1------,---+-----,f------+----+--+--;-----;----,---+--~-·,----t----'----'----+-----!,-----t----+--+----i----+--~--i-! l ! -1--·---t--·+--+---;------!'---~i ---+--+--+----,---+---+----'----+--'----+---'-------+---+---'---1--___,_ ___ ....;!----+--'---i--,----i,--+ -- 1 ' ! '· i -----,--.--,---+---,-----'-+---+--, ---'----+---,,-----+---+---+--+--<-----+-----,----'----+---,----+--+----'----+---,----+---+ ·---l-' ---'---~-,-----+---I I I I i. i -+'--+---!---+---!----+-,-+--'' ---;--.,------!---+---'---i----+-----c----'------'----+---!·---'! ___ L__.,___--!_-'-_-+--~-'------' ___,',--_ _,_i· ----~-j • i 1----l,__i ---'-----'------!'--t---+---+---'---'----'----+---+---'----t--J __ -;:--+--+--~-t------;!)---+i -~ I: Jl i I j j ----;l--'---+---i-1-......,..... ---:-----t----,-----+---+---+--+---i-----;.---'----'----,---1-----;---'-i--+--'-I ---'---~---,--! ---!--+' _· -'---~--,......----;;-.,----l ! I i ! i l l ; I ----+---+--+-----1----+---+----,----~-;--.......,.-....,...---t----~--~----;--~-----,---+--+l __ +--i' ---,---+--'-----+----'---+---------''-----+-----L-I ! i ! .I I I l· l l -1--~il ---+----+-'-->------+---;----+--+--b-----t---;-----,--~-------+--+-->------+---+----:---------~---'----+l--+--'---t----,-'-... i I ' ! I l l I I I i ' l I t t 1 i I l I l ' i I i l I ! ! I : i i l i ~--+--+l--t--+---t--t---+--t--i:_-+--_l!----+--+--+---'1---'---t--'---_.,__.....,____.,_____. _____ !---+-~l'-.:-· ·___,__...;-_.,____.l __ _ -1, ! ! i I ··J I ' I i i I ! '--1---;,---+---;-----+---1---+---;,....--+--+--, -~I --t---+--;---,;---c-----,--+------,...--+----+-;--,,__-+---;-----+-'s:----t-----+---+----i,----.--+-1 -+- I -j f j i ! i" ! ·r ) i I I ; ~ ! ' l ' I i I l I'. I -I·-__ j_ ! I I -I -l -1 I i I l I~ I i I I i ! ff'' ! ! I ' I l __ ----------'----·-~- \I I I I I I I I I - I I I I ·1 I I .,, ~ I I s3B D-4&5 sOB04/12/01 2K1-130 r&u PRIME JOB:-i.'R-1~ STRUCTURAL OAlc: L-1,01 -: ENGINEERS "" : ~j s1-p12v1s0b4148TBEAM ANALYSIS PR06RAi'i:-1p9v1sOb414BT (6.60ls0p10,00h12v0s0t3T SPA~ LENGTH= 36,42 ft (Simple Span) UNIFORM LOADS (k/ft & ft-) wd wl ~i X2 0,028 (l,')00 0,(lO 3E.,42 POINT LOADS (k !, ft) Pd Pl L'3i3 2.4% 1.913 2.4% 0.223 0,(i(l(! REACiIONS (k) !..GAD D22d Liv2 fotal MAXIMUM_ FORCES X 20,42 16. 70 LEFT 4,,893 5,483 10.37& RISHT 4,113 4,501 E,614 Y max = 10.38 k C 0.00 ft M max = 98.97 kft@ 20.42 ft DEFLECTIONS (EI = kir/2) LOAD Def} (in) X (ft) Total 23281066/EI 18.15 Live Dead 12226972/EI 18.16 11053389/El mid~pan foE, _Moment Lu ~ 1, 00 ft Br a:: e Spacing = 1, 00 ft Actual ~ 5.125" x 22,5n 24F-V4s0B Douglas Fir-Larch (N} STRESSES (psi) Shear @ 1d1 : V = 10.32 k@ I.BB ft rv = 206 fv = 1'34 65 7. Fb' = 2798· fb = 2746 98 7. Live LDF = 1.25, Cf = 0.93 DEFLECTIONS (i11) (E = 1800 ksi) Total= 2.66 L / 164 Live = 1,40 = L / 313 Dead = 1.26 ···~·- -,.1__ -.-\' . " r .... .::.-·--:-----------~--~ . . i ~, .r i' . ! ·,· I I I ; I ' ' . . ' l i i i i l -i ---~-_! : CKE('.K 8\\STi:rf RCO~ !G(.8 . ·~ ~tfnk:~,,,_~~~~ . -' -;----{ 1'.N t l! ' ' ' l ' • -·eNGINEERS'"".''!iir:---z1-1--, -:w;l NEWl MEC;.rl. ! 14 , ;(cdN11) i ~ : ; ; · : : , t : l I I I -, i I I I ' I I j i ' I . i~;UNEi ®-E?ttwi @~@ I ! l . :-,--------~- .... i i ; Cf:! i : I I l i l i : l ! I' I ----+-,-~~---1 l ! .a l 1 1 i i I i I j A' 1 I 1 : 1 . : 1· ' l • p' \ I ; l I : ·, : 1~ " I I .J ______ ·--·-- ; ! ' ' ' ~ . I l P, . ; I I ! I l l ) . : : : • : ~:;;--~ I ll>-1-: __ j_ \, l ·I . I j i--l---'-----f--./.----1--~---'----__,_,_~·-__,__ 'i:, ! i\lf:: :'r; '1·: 1·, l j I .1 I ' ! ' I • I l I l . • . • I l I . --;---D,~&~r::i-1-, f'r.-f1!--1-P.c-1 P~ : Pi.-;-P:z..-+-P:i.--+-P~~.-De:631. I . . Lr 4, ("!5 ' I :., I ; ; • i I , i I ' I I ' . ' I . j ; ', :J.-$~ ir.~'-4.,__L-a,~-J,---~-l,,-~~-~.J,-~!-.J-~.Jl.-J....L~E_.___~3 ! ----i---·--. ____ __,__ I , : · : ! · . , , 1 !_ ._ l ! i I ! i I : -1 l :. __ j_ ___ _._____, i l ': I . . '1 1 : r;-: 44' 1~ r<V' l j I ; I ----, --r :-·--------.---: ------:---------;--~---------~--·----· . ; ; ;--l--~ ~---1--------·-+--+-i ____ : ___ '---;--·-1 1 . , , • , i l 1 1 1 , i 1 1 • i , : . .L i ·--~ ~ WT 6F: EXLsriG-: <:i(B 151/8 ~ 2~1/~ ;= 7B-;o~_p)i ---~ ____ ! -~------:-~-! _ l __ i~ ' ' . I I l I I ! I i ! ; -I----~---.: : ! : I ! I : I ! : I --, _ -. , _ _], P,: FROM ( E)(lSl;G ' " j°ST i.,N6 ~$RfN ~9 7CE1:L1 ~Gp 1 -:-r :----== -1-i---~ ------j_ ___ i ____ ,_p, ~ !:-~-~~-=J_:!_.-2s, f B/1$ X; ~-t l~-3rJ, s~ I I L1 __ L~----~ ---'----'-. ; · ·n · [.n -· f-' ' 1 •1 1 · 1 1 i l I I : ; ____ __; ; ~ ;_ i irt7 "-/-PS ~:S/!5:)(Qb1 '"! 1~'194-ic.! -~-J_J_,.....i _____ , _, ____ ; ____ ~__l ___ LJ __ :. i ! j 1 1 _ I ! / I _____ 7 ~---_-_-_ ' ; • • J P: c'1 \ I I a.) . ' .·;o.' 'v r'J f_ tli : l '<2 I ____ : ,: : :, j 12-b ~· ; ~ •Q. p~f-,Y.. C) i +o I l;Cf[j:n:1 -1-: j P~L· 9 1 IZpsf ;>< ;81 1x ~~·! l= _ 2!4-16~ I I I j I I ! ; :,· i ' I I : ',, · I '1· I · I! I , f I I t i j j t i l I Qi i P:, ( NE-Jw 4c~ 1'1 l <hi-X-c~! 8!-! =; l!s+o !bJ ! ; l I I l f --+--+--+--+--l----+---1---1'---+-li -+I-...;__;.____:___ - ; ii j I!;· i' I < ! f --·--; --:-, --;'--:---t-, --t,-,.----t-, --t-, -~.------!--'i-t--t--+-~---j--+---;---,--f--+-+----,f--+-+--+-_:_·~--1---'----,....;._-! M Wto.L. -+~ _I;-: l_3__,_.; _15---ilP-_ -'-'-~+; ft.-'=-\, --,-----,---i---L--f---+-__l_--J----l--+--+--+--+------'----j!---,-----;.i_i----'---'--1 l I I j I -· ! i • ' ' i i i l , ~b.\l i ,~, -_!s"'i.· x ·Fb:.· ;,(. L.· oF_,_ , , i 11 -------.'c---.-D~W9.-~~-'~-~·----;--.....--...___,__---'--'---+--+--~-+----i--.~I I I -1--!, ---,--\ ------t--r---,--t------;c-+. -_jr4D---i-;9_._2,1---· __ ;,<;-+; _2_.+-fi--"'--+~-'-t---+-+---+--'-t--.-lO-r-: o_,----!?_ic+-ft__:_.._-4-_<J+/-M-i'c_'..rn_.:0:--+1 !.:.X_,__. I:----!.---: --! -· ·. - ' , i' I I : : I : [?dti'('-:i---+-_-'-. --f--.---'---i--'----!---,~-1------'-+---.;.i-+---l---J.--l------1i __ -t-~-+---"--·-1---; -- -l--1----7:---t---+---:--+I --1.:' =::!-------:r-----'"-;-! -+----,-----'---..;.......--'--+---t--'.-,--(--.;..._-1---:---1--'-1----l---+-...;--;----,.--~---!--'-- ; j l! l n_g;_a' l l ! l l I . i ! i I 1 i i --t---!_,·----!---+--~-;___ --f--.1..--'----1--+---'--+--t---'---+--..... _ __,_____,, _ __._._..,__~ _ __,___, _ _. ___ i -----.--~ .+- • ! l i I ~-1'5!< ,----j 'l i .J·l l ~ ! --··---;----; ---7 ,l -l I ' I I i -_,-"'7"--:----;-_1~'7""~~:~_-+--J---:---'-f---;---,.i---+--+---,,1---+-l---+-+-~,.-+----+--+-+---+-~,f--+--+---+---'---!------'-,-+-~·- • ,: 1 '1 j , , · i ; · ! ;· ,~ -·1 I i ! 1 1 -11_...,. ___ -_-_ ..... :_-_ --++:~~~-~--+r_· ---1~~4}1;,-~:· -~ 1 -+---+!-+-:iL--L-+--+-+------:~-- 1 1-+-+--+--+----J,-.....:1:,:,;· P===R;:::: o=v.=i'=; 1=o=i=E=---l---·-i-:--i.,.-·_---1l!-_1 l-:--_ -_ ~.!...: = ! ' f I ! ! ;. h" ! , , n~1,_11 N. I ft! ¼f:' T;Ht:, xj 51 H l I I l I / ; I. ''"'-L I I I j 'EA _St D.E i ! I ! -o;~: -~----+-~ 1 ,~_....1 :/ -{ / i ! · i1 i"'t,<, : , ! 1 ~ ·tJ,10 r 1/.¾ · $PAN~ 1 ! Ji' L tff ~, 1 .. ,'\J. I t- ------r- ·1 I I l l l ! l I ! ! I : ! ' ; l ! i "i I .k /. ;2.S 'j.. 11/id I =i ! I ' I j I l i. ' .I I I i I ' l I \!IL I !_' 1 1 1 t·; I 1 i I~ : l l .! l . p \,t-! -t---+--'---+, -+--+-+--+-+----'--+--+-+--+--1 1·· J s3Ru • -. I I I I 1- I I I . _. I -I I I I I I I 1-- E-3t:4 s1pi2v1s0b~l4BTBEA~ SPAN LENGTH = 441 ~){} ft LEFT CANT= 9JOO ft ~!GHT CANT= 7100 ft wd \Jl 0,028 0,000 POINT LOADS (k & ft) Pd ~ .-. J :; j I J,..,:1 -i C .~,·~ :, t •.,,.l7V Pl i:734 2,495 {), O(H) {}1(}00 5,483 REACTID~S (ki Xi -'3.(l(l V A -4.00 15,42 231~2 .., i ~ ,., 1.:-I :_.a:_ 47:42 ~=,25 19,25 X2 LOAD LEFT RI13HT '. :....1 ve fotal 11AX!MUM FDRC:ES 13.565 14,663 2s,22e i5,214 15,bSB 30,902 . -1,044 14:ii(~ V F:OX = !t-, 41 l: @ 44, (ii)+fi ~; max = 113, 15 kft @ 23, 4-2 ft M min = -98:38 kft@ 44,00 ft tM<O fu!l sp~n) Live Defl (b) 35584498iEi -1936012'j iE I --13573:385/E I 262S8J17 /EI X (ft) ,.,.--; / .. r 1...:..,· .. ,;:. 17788025/EI l,C:, jz£30841/El R.C. 9305864/EI fi~spen -2286345/EI L.C, -134656/EI R.C. TOTAL Defl Main Span p ~, Cant, (leicil) EI L , mo Li 240 L / 360 UYE Defl 12131080 16174773 2~262160 El 3001536 4002048 &003071 . . EI 2K1-130 r A PlllME J08, ,~,-,;;;i STRUCTURAL DATE:~; ; ENGINEERS SHf : ~] -- 6'f'L~ r . ~ D.4> ;f-0 fl I /6-(...o l--0 ~ t--7' -. --~ '- \ I'( } i-1 Q s:JB I I I I s3B I I I I' I ' • I I I I I I I b ' I I E-3~4 Left Cant Lµ = 4,00 ft F.'.igh; c~nt Lu = 4.(H) ft Brace Spacing = 4100 ft Beea Brac;d@ Supports F'er~-r Morrrent Lu = 1.0C ft D0uglas fir-Larch (N) Mai~ Sp2n Ls"f t C:2nt Fv = 2{it: Fb1 = 2733 "'! ... :';J ... •\l\.i fv = ;b :: fb :: 213 i03 ~ight Cfnt Fb1 = 2798 !t = 2730 98 % Live LDF = 11251 L2 = 2106 x Lu1 Cf= Ot93 'PEFLEf:T !.DNS (in) ( E = l B\i(? k si ) Ti}t.-ali F:~ii1 Sp2.n = 4lt~it = L / 130 L2ft Ca~t = -2,21 = L / 525* Right Cant = -1:55 = L / 564* Live : Main S~;n = 3.00 = LE f! Cant = Right Cailt = Dec.d f1i G:-pan = i'i :ib Left Cant= -0:25 ?ight Cant= -tJi02 t ; f~r i.. I ! ID {-- <-- ----·--~------.-·~---~----- s0Bt)4/12/01 2KH30 rA. -PRIME -JOB-: 2¥\·\~-. STRUCn.JRAL CATE: ".),O\ ~. ~ ENGINEERS SHT : ~ -.-\__ ... ''- \. ---· -. --- I'' J-,, I .. •J .. I I I I I 1: :1 I , aC) I I I I I I ·1 ·10 I I TIMBER BEAM WITH COMPOSITE REINFORCING AT BOTTOM W/ STEEL SIDE PLATES (A36) IlILE.;, EXIST. GIRDER AT LINE E BETWEEN 3 AND 4 _ BEAM TYPE (GLB=1, SWAN = 0) = 1 O.K. Fasterner= Span = 44 ft. Fast. Cap= L.D.F. = 1.25 (for timber) REINFORCING CRITERIA b =· 5,125 in. bs= 0.25 in d= 22.5 in. ds= 5.25 in E= 1800 ksi. Es= 29000 ksi. A= 115.3125 in/\2 As= 2.63 in/\2 S= 432.42 in/\3 d1= 0 in I= 4864.75 in/\4 Is= 6.03 1-------- Fb= 2400 psi. Fbs= 21600 I Fv = 165 psi. Fvs= 14400 I bs 91 NOS= 0 (1 =yes,0=91 USC) ds I DESIGN LOADS I _ (Ja"' PRIME -... JOB: -ii\-\~ STRUCiURAL DATE: t,{-Dl ~ ENGINEERS '"' , ~i 0.75 1.463 b in dia. kips --------1 I bs I I _ I VTL= 7.8 kips SECTION PROPERTIES MTL= 113.15 ft-kips n = 16.11 VOL= 8.43 kips y bar = 13.56 MDL= 38.06 ft-kips Ix= 7263.76 Vt @ 1 /4 point= 1.63 kips (1/4 ponit from end) Q= 266.88 COMPOSITE SECTION SHEAR STRESS Case 1 =DL + LL Area Req'd= 56. 73 in/\2 Full Length Composite not req'd Vallow= V comp. Allow= 15.86 53.66 kips kips Case 2=DL w/Pbi reduction factor 85.15 in/\2 Shear Stress O K, in. fro~_top. in/\4 in/\3 COMPOSITE SECTION BENDING STRESSES: M max= 113.15 ft-kips Qase 1 =PL + LL Fb top = 2:54 ksi. Fb bot= 1.67 . ksi. F rnf = 26.91 ksi. REINFORCING ATTACHMENT: V= VQ/1= Spacing= At ends 7.80 kips 0.14 kips/in 10.21 in -~------~----~' -":"-=--~--~-=- Case 2=DL wLPbi 0.95 ksi. 0.62 ksi. 10.06 ksi, At 1 /4 pointfrom end 1.63 kips 0.03 kips/in 48.86 in O.K. O.K. O.K. .... \. -~ ,... ... 1 ·l ~. ,, ' CHECK E.XlST'G-. ROOF GLB ., --------------------- W/ NEW _MECH. UNl T (CONT.) ~ ~LINE (§) E'EflAI@ ~@· ·.~ ----,--~---=---.::;___.,,..____ ______ _ I . ' ~ -..1->'-i-t~-~,--..j,()-t I I ..., 6 ;-(/J .. 1 l/-;;-b°-:-317 ~!._5~ i L= ,S.48.S ~ : WT OF EX\'ST'G-GLB 51/~ X 22½ . 2 :::. 28-.0~ p[f -I· P, -FROH EXIST1G-JST (NO SUSfENDEP C.E!UN'i-) PtD :,_ (('l-t8) 2sf' X8' )(2-b., = /~q l~ I<: ~ 4-40~-1< PtL:: 12.0 psf-)(. 8' ~%' =-2.4CfG~ - -,,, P'l..: E-XISr'G AC-\ 500 {bs. - -I p~ NEW AC.-l:2.. : 2..500 lbs ... --~ M riio-x. .. ( I 6. SS k--ft.. (SEE cqMPUtER OUTPUT). :.r~f •' .. M ~\low2-b\e.. ., :s,.. X. F-b )(. LDF - :: 403,2. \(I'.? X 2.4~i J( [.25 X Yi2 : 100. 6 ~ -{t. < Mm~ - I PROVlDE ,. fe.:• o/1/THK · )(. -~'' H &\. S(DE ~ MID ½ SPAN. ' -. (SC--G C:OMPUTB< OUTPUT) -- I ·- '· .. . t' '\ ._ . ., ', , ,. ;~ . 'r -' ' .. i .. .. , ~--,. ·, I . --·-· .... --_,.. _____ ----·::-·-·-__ .....:..,;_ _______ ·---... ~ ' ! ----------·-. -. ----·----- Ir' ,., ) ~s3I! I • I I I I I I I I ID I 1· I ,..:-,r. j,:ip I I I I 'b .,.. . --...... -' ....... ":,<•-... - -I .. I -~~ E-4&5 s1pi2v1 ;;Ob4148TBEAM ANALYSIS PROSRM1s!p9v1s0b4l48T (Simple Span) UNIFORM LOADS (k/H & ft} wd. wl X1 Y.2 0.028 0.000 (l.00 36.42 PDH!T LOADS (k t it) Pd LS13 1,/3i3 1.913 LOAD Dead Live Tota! Pl 2.4% 2.496 2,495 2,4'36 0.000 0.0(!0 MAXIMUM FORCES X 4.42 12.42 28.42 JC' •'"1i:' ;-...=:i.-.J 25,25 :,_EFT 5.483 i l, 802 IGHT ,354 4.501 "9.855 v max = 11.so·k @ 0.60 ft M 6iX = 116.55 tft@ 17.26 ft DEFLEc:TIONS (EI = kiil.,·2) LOAD Defl (ir;) fot;l 275'33971/EI '. LlV2 Dead 122261374/EI i-5365(i52/E I Fos. Moment Lu= 1.00 ft Brace Spacing = l.,(H) ft.· i8.07 18. 16 Actual : 5, 12511 x 22, 55 24F-V4s0B Douglas Fir-Larch (N) STRESSES (psi) Shear @ 'd' : V = i L 75 k @ 1.88 ft rV = 206 fy = 153 74 h Fo' = ·21sa fb = 3234 11& z <-- Live LDF = 1.15, Cf = 0,93 DEFLECTIONS Un) ff= 1800 kiD Total= 3.15 = L / 139 Live = 1.40 = L f 313 Dead = 1. 75 sOP.04/12/01 2K1-130 (5·. 60) sOpiO. 00hi2v0s0b3T --"t.. --'-· ._, . 't . -~r ... f. > J ,.,\ • 1 • ~ .P•~M~,SA"i'.Cr ... ~, ., _ , t, ,_00:J 1.-i-,t ...... <~ . _ . I .3 Job,No: 2Kl-130 lrhis," b.lia~ is at: LINE E BETW 4 & 5 A--PRIME ----JOB: 'k\AW STRUCTURAL DATE: ~-i F ENGlNEERS ~ : -'.!12--i Simulate Couples, Concentrc3.te, Uniform, & Triangular I * copyright © 1997 by Szuchuan Chang * Loads on a Simple Beam .gth =36.420 ft, span =36.420 ft, I =0.00 inA4, lpoint load =4.41 kip. at 4.42' point load =4.41 kip. at 12.42' a=,oint load =4.41 kip. at 20.42' point load =4.41 kip. at 28.42' point load =2.50 kip. at 15.25' a=,oint load =0.50 kip. at 25.25' uniform load =0.028 kip/ft start 0.00' end 36.42' E =29000 ksi I ---cbm------cbm=---~-cbm------cbm------cbm------cbm------cbm------cbm=---- @9.10, Shear =7.14 Mrnnt=85.58 Slope=-1.#JE+000 delta=-1.#INF" ,. 0.00, Shear= 11.80 Moment= 0.00 Slope =-1.#JE+000 delta = -1.#IND" @ 3.64, Shear= 11.70 Moment= 42.79 Slope =-1.#JE+000 delta = -1.#INF" ., 7.28, Shear= 7.19 Moment= 72.58 Slope =-1.#JE+000 10.93, Shea~= 7.08 Moment= 98.56 Slope =-1.#JE+000 delta.= -1.#INF" delta = -1.#INF" @ 14. 57, Shear = 2. 58 M·oment = 114. 71 Slope =-1. #JE+000 delta = -1.#INF" ' 18.21, Shear= -0.03 Moment= 116.51 Slope= 1.#JE+000 21. 85-, Shear = -4. 54 Moment = 109. 92' Slope = 1. #JE+000 delta = -1.#INF" delta = -1.#INF" @ 25.49, Shear= -5.14 Moment= 93.09 Slope= 1.#JE+000 delta = -1.-#INF" ' 29.i4, Shear= -9.65 Moment= 7i.03 Slope= 1.#JE+000 32.78, Shear= -9.75 Moment= 35.70 Slope= 1.#JE+000 delta = -1.#INF" delta = -1.#INF" @ 36.42, Shear= -9.85 Moment = -0.00 Slope = 1.#JE+000 delta = -1.#INF" a:litive moment =116.52 k-ft at=17.300 ft. Negative moment =-0.00 k-ft at=36.420 ft. ll)eflection down =-1.#INF" at =18.028_ft.O span to deflection ratio =0.0 ~aximum shear force =11. 799 kips. Reaction at left support =11.80 kips. Reacti~n at right support =9.85 kips I I I I I I e 2 TJ.-32-fl. -- .---... ... \ .. " ,.... ... I'' ., ,., J ... I • I ., I I I I I I I IE) , I I I I I I I ll .. l) I I ~ -· TIMBER BEAM WITH: COMPOSITE REINFORy!NG AI BOTTOM W/ STEEL SIDE PLATES (A36) ~EXIST.GIRDER AT LINE E BETWEEN 4AND 5 BEAM TYPE (GLB=1, SWAN = 0) = 1 O.K. Fa sterner= Span= 36.42 ft. Fast. Cap= L.D.F. = 1.25 (for timber) BEINFQRQIN~ QRIT!;RIA b= 5.125 in. bs= 0.3125 in d= 22.5 in. ds== 5 in E= 1800 ksi. Es= 29000 ksi. A= 115.3125 in"2 As= 3.13 in"2 S= 432.42 · in"3. d1= 0 in I= 4864.75 in"4 Is= 6.51 1-------- Fb = 2400 psi. Fbs= 21600 I Fv= 165 psi. Fvs= 14400 I bs 91 NOS= 0 (1 =yes,0=91 USC) ds I DESI.GN LOADS 1_ 0.75 1.463 b "O ..... "O VTL= 7.14 kips SECTION PROPERTIES MTL= 116.55 ft-kips n = 16.11 VOL= 3.82 kips y bar = 13.91 MDL= 66.97 ft-kips Ix= 7652.82 Vt@ 1/4 point= 1 kips. (1/4 ponit from end) Q= 306.65 COMPOSITE SECTION SHEAR STRESS Case 1 =PL + LL Area Req'd= 51.93 in"2 Full Length Composite not req'd Vallow= V comp. Allow= 15.86 60.86 kips kips Case 2=DL w/Phi reduction factor 38.59 in"2 Shear Stress o K. in dia. kips --------1 I bs I I _I in. from top. in"4 in"3 COMPOSITE SECTION BENDING STRESSES: M max= 116.55 · ft-kips. Case 1 =PL + LL Fb top = 2.54 ksi. Fb bot = 1.57 ksi. . F rnf = 25.29 ksi. REINFORCING ATTACHMENT: V= VQ/I= Spacing= At ends 7.14 kips 0.14 kips/in 10.23 in Cai;,e ?=PL w/Phi 1.62 ksi. 1.00 ksi. 16.15 ksi. At .1 I-ft point from end 1.00 kips 0.02 kips/in 73.02 in O.K. O.K. O.K. .. ,...;__ . ,.. ... Pyr.t]\~ -: ~2. 864 I< C FRD M_ GLB ~ LI NE @ ~rw. @ ~) -,, -~,) .... ~ . -, .... ~ ,-. I -'-OK W/ E)(tSTr6: 4-''4> StD. PlPE COL. I CHEC~ COL. FTq. .· I .'. DIC Wj E-XlST'G 4!-t," SQ.. 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I I --. --·- -1 _ __ _ LJ ~~ 1--c,/4'f( I ~k " 14 (:ry 6L -I ----------, r _ ~,.;; l"71,-PJI-('~--. ----_'fA_-:=; 1?; .. ~(_1' 0 ~ llbf ____ . -1 --. -- -_ .. __ _ ______ .. _ W\?-:::; f; .. o f'l't1 i;/_-::;, - b-i.f~_ O J Lf -1 ~----_____________ ---~~~ ~ 1A.O_ __ 'f:. __ t3_\_~ \ b 0,'.'9 . ·-· _ --. wfJ;> rf'- -1------------------------- -· ----·------------------. ----·-----------~------,..-----~----------. -------·-. -----• -~ ,,. ... ~·. -._,_...,.,.. ........... "l ... ~·--· .. q. .. ,.,._ ' ' -• • .... ' --.., ···-~---'---"'--?-,.. ._ .... ..--j. •' . , 1---• -1------___ . ___ ---------------------------------~----------------------... -~-~ ~· =~,c~ -·_·.. . ·.--.• -· . ·. • -. . . . ·.a . -~,~; "· . . ---~-~\ -L_. -~=~-:---~----~--- ---~--=--... ~----------:. -----.-------~·-:---. ·•• -. '...~ ... ·-'·: .,,,1 :.. ;..: ....... -. ~ • 1'--• -:, -p:· ----~ ..,. ~ --· . -----. ..: .. , 1 --·-t ' ~ . ~ ' ;. . -'j' :.. ! -~; ,F-· .... :-J ' 1 ,~ • t : ' ,.. ; ---'.: .. "·::··=:::·'!<,-· -~-::-~--~-.-_ .. =-:.,_. ___ :~~ .... ' --- ---i -. .-f --·-:.--· ---------------------------------·----------------------.. -1 •• I I I I I I _I I I I I I I t ( 't:, &t>P-7 I 'e~f;,e .. ,lo-rs¼ J 7 §'fr~f1.. I // · ·;-~ · . Jo1sf • .. µp-=-f-o f?X I ;'(5 --=" _'2,,6..o r /,cL-=-1-o,o >< ~5" ;::; 7,_l)tO 1~-0 ~ ~0-)t~ ~'{)~ j_. T:o -.Jr:.1.s. f · '!.6 STRUCTUR,Al D.-\~: ~L ri-~-PRIME JOS: w-\:Dj _ ~ _. L~ ENGINEERS--ShT. : ~j -- ~ ;Ur' t1Sr-bf~ 14i itG-iA- / I ------------,--·--------· --------------------------------·------------· -·-·---.. -~-··-·------··-------------------- --1..~ -f • ~ .... -• ~ ,,."!-' --- ·1· : ; :;1.At.e,.., ... 51:14' ¢Ifft 1,:,z; t I -1'd l'l I . -. I I I I I I I I p- l I I I I -~ I I /< I Callaway Golf -Hunter 2K1-130 Overall Length of Beam: 20 ft. Axial Load: 0 KIPS 0 Mx (Max) Vx (Max) · I Required 2 ~ ,..-.--::-· 1.820 KIPS 16.6576 in"'4 20.00 0.000 ·ocaIon 10.00. ft 0.00 ft 10.00 ft 1820.000 -~---=--~-----:~-~-"'-·~----'----·----· --. (JA''"' PRIME --JOB: -zw-11B STRUC1URAL CAiE: B::j f,. ENGINEERS SHI : _;il_-_ Deflection Limit: 180.0 .,_. \. -" r ... 1·· l -. I I I I I I I I (' , Callaway Golf -Hunter 2K1-130 Member: C12-158-14 Manufacturer: Generic 97 Yield = 33.0 KSI Configuration: "I" Dimensions Gross Properties Depth -· 12.0000 In Area -· 2.23 Flange = 1.6250 in Ix = 38.73 Lip = 0.5000 in ly = 0.66 Bend = 0.1426 in Rx = 4.16 t = 0.0713 in Ry = 0.54 Punch = 1.5000 in Cw = 15.29 Wlip. = 0.2861 in Jx10E3 = 3.78 Wflg = 1.1972 in Xo 0.00 Wweb = 11.5722 in Ro = 4.20 Beta = 1.00 BENDING ANALYSIS lye = 0.3306 in"4 Eq. C3.1.2-15 Me = Pi"2Edlyc/L "2 = 501.3389 K-in Eq. C3.1.2-6 My = SfFy = 213.0257 K-in Ref. Eq. C3.1.2-13-14 Mc = 208.7577 K-in Find effective section at stress f, f = Mc/Sf = 32.34 KSI Loads and Bracing in2 Axial: in4 p = 0.00 in4 KxLx = 0.00 in KyLy = 0.00 in Ktlt = 0.00 in6 Bending: in4 Mx = 109.20 in KLx = 240.00 in KLy -. 12.00 Klt = 48.00 eFlange = 1.197 in; elip = 0.286 in; eWeb = 10.072 in; Sc = 6.446 in"3 Eq. C3.1.2-1 Mn = ScMc/Sf = 208.46 K-in :JE KIPS in in in K-in in in in lo,·:: Eq. C3.1-1 Ma = Mn/1.67 = 124.83 K-in With 1/3 stress increase Ma = 166.44 K-in I .I I I I I I ·, ?- I --~ SHEAR ANALYSIS h / t > 1.38 * (5.34 * E / Fy)" .5. Therefore Va = .53 * E * 5.34 * t" 3 / h Va = 5.23 KIPS With 1/3 stress increase = 6.97 KIPS '1fJfil A • Wr ------~ -•~ I -\. ... ·1 -~-,, .,;=._.,... ___ ---- .;... . - •• I I I I I I I I IO . - I I I 1· I I I I ~· ~---~ I I ( ' j . Callaway Golf-Hunter 2K1-130 Web Crippling Analysis r1a·. PRIME . =-. JOB: i~-TTcr ' £ STRUClURAL OAiE: 1,,-\-C) I ~ ENGINEERS ~ : :3:L:J Member: C12-158-14 Yield = 33.0 KSI Configuration: "I" Support 2 · Pt Load eanng Width (in) _ Web Crippling ·Equations C 3.4 -3: Pa = t2FyC6 (5.0 + 0.63 (Nit) 1/2 ) . _ _ Where: Pa = Allowable concentrated load or reaction per web, lbs C5 = 1.20, since h/t > 150. _ 1.200 Fy = Design yield stress of the web 33 KSI h = Depth offlat portion of web 11.572 inches m = t I 0.075 . 0.951 t = Web thickness R = Inside bend radius N = Bearing width, inches . Ma = Allowable bending moment 0.0713 inches 0.1426 inches 127.3801 K-in 1 ener Required? Combined bending and web-crippling: 1.1 JP/ Pal + IM/ Mal <= 1.5 (Eq. C3.5 -2)' -\:.. ... :;..---:::--------~~-~'·-'.:-:,,,-=-··------.. -.-----==--~-~ ·----.......-··--~- I •• I I I I I I I I I I I I I I \) I r• ,J Callaway Golf -Hunter 2K1-130 Overall Length of Beam: 13.75 ft. Axial Load: O KIPS 0 Mx (Max) Vx (Max) I Required 2 13.75 6.6620 in"4 0.000 oca1on 6.88 ft 0.00 ft 6.87 ft 1540.000 A--PRIME ---Joa : 1...\L-H1~ . , . STRUCTIJRAL DATE: q _ 01 ~ ENGINEERS SHT : :Ek:: Deflection Limit: 180.0 \- " 1·· ., I • I I I I I I ·1 I IO ' , I I I I I I I I' I Callaway Golf -Hunter 2K1-130 Member: C12-158-16 Manufacturer: Generic 97 Yield= 33.0 KSI Configuration: "I" Dimensions Depth .12.0000 Flange = 1.6250 Lip = 0.5000 Bend = 0; 1132 t = 0.0566 Punch = 1.5000 Wlip = 0.3302 Wflg = 1.2854 Wweb = 11.6604 BENDING ANALYSIS lye = 0.2722 in,.-4 tn in in in in in in in in Gross Properties Area = 1.79 Ix = 31.27 ly = 0.54 Rx = 4.18 Ry = 0.55 Cw = 12.56 Jx10E3 = 1.91 Xo = 0.00 Ro = 4.22 Beta = 1.00 Eq. C3.1.2-15 Me = PiA2Edlyc/LA2 = 412.8084 K-in Eq. C3.1.2-6 My = SfFy = 171.9928 K-in Ref. Eq. C3.1.2-13 -14 Mc = 168.9861 K-in Find effective section at stress f, f = Mc/Sf = 32.42 KSI · Loads and Bracing tn2 Axial: in4 p = 0.00 in4 KxLx = 0.00 in KyLy = 0.00 in KtLt = 0.00 in6 Bending: in4 Mx = 63.52 in KLx = 165.00 in KLy = 12.00 KLt = 48.00 eFlange = 1.285 in; eLip = 0.330 in; eWeb = 8.923 in; Sc = 4.623 inA3 Eq. C3.1.2-1 Mn = ScMc/Sf = 149.88 K-in KIPS in in in K-in in in in Eq. C3.1-1 Ma = Mn/1.67 = 89.75 K-in With 1/3 stress increase Ma = 119.67 K-in SHEAR ANALYSIS h / t > 1.38 * (5.34 * E / Fy) A .5. Therefore Va = .53 * E * 5.34 * t A 3 / h Va = 2.60 KIPS With 1/3 stress increase= 3.46 KIPS ---;. ----· --... -... -=-:=--__ ...._.,. 1·· ,, •• I I I I I I I I ~~ au I I I I I I I I .. @ I I f' ' Callaway Golf-Hunter 2K1-130 Overall Length of Beam: 20 ft. Axial Load: O KIPS 0 Mx (Max) Vx (Max) I Required 2 20.00 8.9695 in"4 0.000 . C- oca1on 10.00 ft 0.00 ft .10.00 ft 980.000 -·-w-.~----'-· .. _~---:-'= ------ ~---......... . JDl!,t Deflection Limit: 180.0 ..... t I 't ,) •• I I I I I I I I I I I I I -,(,'~ ~· y I I I• ',I Callaway Golf -Hunter 2K1-130 r A PRIME . -·-ii: 7'-4~\F> &. STRUClURAL DATE: t.,l,Dl ~U-.:.~ ENGINEERS SHT : ...:ii__ Member: C12-158-14 Manufacturer: Generic 97 Yield= 33.0 KSI Configuration: Single Dimensions Gross Properties Depth -12.0000 m Area = 1.12 m2 Flange = 1.6250 in Ix = 19.37 in4 Lip = 0.5000 in ly = 025 in4 Bend ,.. 0.1426 in Rx = 4.16 in t = 0.0713 in Ry = 0.47 in Punch = 1.5000 in Cw = 7.65 in6 Wlip = 0.2861 in Jx10E3 = 1.89 in4 Wflg = 1.1972 in Xo = -0.74 in Wweb = 11.5722 in Ro = 4.26 . in Beta = 0.97 BENDING ANALYSIS Eq. C3.1.2-9 Sigt = (GJ + Pi'·2ECw/LtA2)/ARoA2 = 48.84 KSI Eq. C3.1.2-8 Sigy = PiA2E/(Ly/Ry)A2 = 454.86 KSI Eq. C3.1.2-5 Me = RoA(Sigt*Sigy)A.5 = 708.16 K-in Eq. C3.1.2-3 My = Sf*Fy = 106.51 K-in Me> 0.5MyTherefore, Mc= My(1 -My/4Me) = 102.508 K-in Find effective section at stress f, f = Mc/Sf = 31.76 KSI Loads and Bracing Axial: p = 0.00 KxLx = 0.00 KyLy = 0.00 Ktlt = 0.00 Bending: Mx = 58.80 KLx = 240.00 KLy = 12.00 KU = 48.00 eFlange = 1.197 in; elip = 0.286 in; eWeb = 10.072 in; Sc = 3.223 inA3 Eq. C3.1.2-1 Mn = ScMc/Sf = 102.36 K-in KIPS in in in K-in in in in Eq. C3.1-1 Ma = Mn/1.67 = 61.30 K-in With 1/3 stress increase Ma = 81.73 K-in SHEAR ANALYSIS h / t > 1.38 * (5.34 * E / Fy) A .5. Therefore Va·= :53 * E * 5.34 * t A 3 / h Va = 2.62 KIPS With 1/3 stress increase = 3.49 KIPS ..... \; --.. -.·e~·--• jU{ -( .. \, ,-."l,. ~'"' ' ... ~ /~ ~ J ; .. I' l ., I • I I I I I I I I a.A ~ I I I I I I I I G . I I / •• I Callaway Golf -Hunter 2K1-130 Web Crippling Analysis -~ ·----.J, --~--- --. . . JOI: ~\I.H <i,_:. . ~... PRl~i\JRAL OAli: ~ ~-~lNEERS SHl : ~ _ Member: C12-158-14 Manufacturer; Generic 97 Yield= 33.0 KSI Configuration: Single Support 2 _ Pt Load earing Width (in) . Web Crippling Equations C 3.4 -1: Pa = t2kC3C4 (179 -0.33h/t) [1 + 0.0t(N/t)] Where: Pa = Allowable concentrated load or reaction per web, lbs C3 = (1 .. 33 -0.33k) 1.000 C4=0.50 <(1.15-0.15R/t)<=1 0.850 Fy = Design yield stress of the web 33 KSI h = Depth of flat portion of web 11.572 inches k = Fy / 33 1.000 m = t I 0.075 0.951 t = Web thickness R = Inside bend radius N = Bearing width, inches 0.0713 inches 0. 1426 inches Ma = Allowable bending moment 63.6901 K-in 1 ener Required? Combined bending and web crippling: 1.2 IP/ Pal + IM / Mal <= 1.5 (Eq. C3.5 -1) .. \.. -·"· 'r .,. -~-·;,..~ -~---::--- ··---··--·==-~--·~--~------- I '> " I ,c I • I I I I I I I I- I ~ V I I I I I I I 1· ~ -~ 1· I Callaway Golf-Hunter 2.K1_-130 Overall Length of Beam: 15 ft. Axial Load: 0 KIPS lo Mx (Max) Vx (Max) I Required· 2 15.00 /JT;- 7.5 0.885 KIPS 6.8267 in"4 0.000 6',6;z,£·7 U~Jrv 885.000 ,:::. 11470 15 oca 10n 7.50 ft 0.00 ft 7.50 ft (( o, )...3l?:, = -~·---·--½==/-~--------.,.-.,.,. ....... ___:.~ .... ro Deflection Limit: 180.0 ½ts? --"... CJ ./c..... ..... -t . \- .;:'.-. -:--.. I''., i r I • I I I I I I I I 10 ... ·1 I I I I I I I/""· u I I ~ ·"' Callaway Golf -Hunter 2K1-130 Member: T12-2-12 Manufacturer: Generic 97 Yield= 3~.o KSI Dimensions Gross Properties Depth = 12.2.034 In Area = 1.60 ln2 Flange = 2.0000 in Ix = 28.72 in4 Lip = 0.0000 in ly = 0.41 in4 Bend = 0.2034 in Rx = 4.23 in t = 0.1017 in Ry :::: 0.50 in Punch = 0.0000 in Cw = 11.61 in6 Wlip = 0.0000 in Jx10E3 = 5.53 in4 Wflg = 1.6949 in Xo = -0.73 in Wweb 11.5932 in Ro = 4.32 in Beta = 0.97 BENDING ANALYSIS Eq. C3.1.2-9 Sigt = (GJ + PiA2ECW/LtA2)/ARo"2 = 50.'99 KSI Eq. C3.1.2-8 Sigy = Pi"2E/(Ly/Ry)A2 = 514.85 KSI Eq. C3.1.2-5 Me = RoA(Sigt*Sigy)A.5 = 1124.12 K-in Eq. C3.1.2-3 My = Sf*Fy = 155.33 K-in Me> 0.5My Therefore, Mc= My(1 -My/4Me) = 149.967 K-in Find effective se.ction at stress f, f = Mc/Sf = 31.86 KSI ~ STRUCiURAL OATE: '"\-n 1 . A--PRIME J08: 2. -\'i," l __ ~ ENGINEERS SHT : J:.!::-. Configuration: Single Loads and Bracing Axial: p = ·0.00 KIPS KxLx = 0.00 in KyLy = 0.00 in KtLt = 0.00 in Bending: Mx = 72.90 K-in KLx = 180.00 in KLy = 12.00 in KU = 48.00 in eFlange = 1.446 in; eLip = ·0.000 in; eWeb = 1'1.593 in; Sc = 4.480 in"3 Eq. C3.1.2-1 Mn = ScMc/Sf = 142.73 K-in Eq. C3.1-1 Ma = Mn/1.67 = 85.47 K.:in With 1/3 stress increase Ma = 113.95 K-in SHEAR ANALYSIS h / t > 1.38 * (5.34 * E / Fy)" .5. Therefore Va= .53-* E * 5.34 * t A 3 / h Va = 7.58 KIPS With 1/3 stress increase= 10.10 KIPS ------ ·1,· J ! l •• I I I I I I I I 10 I I I I I I I •a I I Callaway Golf-Hunter 2K1-130 , lhA-... ~---~--E----J08"'""·"""'-:""""· 7.."::'\41""-~\-JO;:;-,. . STRUClUAAL OA1E: ~ ~ '", ENGINEERS SHr : --tl-,. Web Crippling Analysis Member: T12-2-12 Manufacturer: Generic 97 Yieid = 33.0 KSI Configuration: Single Support 2 . Pt Load Web Crippling Equations C 3.4 -2: Pa = t2kC3C4 (117 -0.1 Sh/t) [1 + 0.01 (Nit)] When N/t > 60, the factor [1 + 0.01 (N/t)] may be increased to [0.71 + 0.15(N/t)] Where: Pa = Allowable concentrated load. or reaction per web, lbs C3 = (1..33 -0.33k) 1.000 C4 = 0.50 < (1.15-0.15R/t) <= 1 0.850 Fy = Design yield stress of the web 33 KSI h = Depth of flat portion of web 11.593 inches k=Fy/33 1.000 m = ti 0.075 1.356 t = Web thickness 0.1017 inches R = Inside bend radius 0,2034 inches N = Bearing width, inches Ma = Allowable bending moment 88.2210 K-in Combined bending and web cr!ppling: 1.2 IP/ Pal+ IM/ Mal <= 1.5 (Eq. C3.5-1) ----~-..--.. ,•-... ___ A;;__~-_ _... ___ _ -----· .... \: 1 ener Required? .. iitJtlC,.J151J0:f.4( ~t~fa-s I,! tt\ .. 2 ....... 'l_i,."S,\'•?•d\i.,>J,,(.,~ ; I, _J)i.t.:.~-;C'ACiJr,11:"·~'1.? .. l._,,,:io,,1,.t ;:;.;"1 ... t, .. ¼ .~ .. ,..•,,-,•, .. l,~.,--•~--• , .. ~-l'-. i r I · ~ smucruRAL cA:2~ ,.. .. NnJ ~p OVl[rV !f½rj1: En ,/a.tur_e._ ~,Sr rA PRIME JOB:~ -~ ~ . ENGINEERS SHT : -2L-J i _I ----.I _I -· _I .I I -~- :--9 -· _,. -_1 _I _I _, - -·' - . /2,IJ-( 1 C --1 ----·-·-· -- ( .. -----·· . .. d f o_ = 8, o ts?-J< 6. 15'1 :>e. '«/-= / o cfo # f 1,_ : 'Z,i)_6) X ,.,. == 2-boo . /; I 561;- ~I(},?, 700--f ~ M~~ ~ ~ . .. ....~ . . -"-_--· -;. -. ;_·- ". \:-• ;t ' 1.; -· -.---------·----------·-------...... ________ ., __ -· --~ >" • • -------•• -•• -----~----- '.:.1. . i ---···------if------------. -. -.--. ~-----------· ~:~ ' .-1·~ --: : -:-~·---~ •.• : -:.: ~ •. ·: .--. -~ :: ·; .-~ -~ ~ ~-. \. ~-~~-. ! -.: -: : . " ~:·· ··-.:_-._ !j . ~:,cs:=~:-. _ .. d>~;:;: ~-~-~--·~ --.: . .-._ -______ .----.. --;; .. __ i. l --• --__ · ... :_: -=~ ~_::-::_·_ -. · .. , . -: ____ ,i . • .... ; .. . \- ·-. I'' ) p I I I • I I I I I I I • . I I I I I I I . I Q ... • • o• •• ,.., ' I ·~ , .-,..:. RB-1 04/05/0i 2K1-130 BUs1pi2v1sOb4148TBEAM ANALYSIS PR06RRMs1p9v1sOh4148T (6: 43) 8Us0p10, 00h12v:)s0b3T SPAN LENGTH= 13.00 ft (Si rr;pl e Span) UNIFORM LGADS (k/ft & ft) X1 . X:? 0.02(l (l, (l(l(l POINT LOADS (k & ft) -Pd Pl X REAC:T HiNS ( k} LOAD LEfT RI,SHT 0.650 L1ve Total !. 950 V max = 1,95 k @ 0,00 ft N max = 12,25 kft@ 6,~o ft DffLECTIONS (EI = kinA2) LOAD Defl (in) X (ft) Total 200747/EI E:50 Dead '35108iEI mi ospan H 12 x 14 Fy = 50 ksi STRESSES (ksi) Fv = !8.75 fv = 0.82 4 i. Fb = 33.00 fb = 9,87 30 7. DEFLECTIONS (in) fotai = (l,12 = L /1333 Live (l,(18 = L / 194'~ Dead = 0,(14 ---'-"----~-... ·~--------~-~-._ ----------·~·--··-------- I' l i' •• s3B I I I I I I I I • I I I I I I .1 I- RB-2 s!p 12vi s0b4148TBEAK M~ALYSIS PRDGRAMs1 p9v1 s0b4148T SPAN LENGTH= 30.00 ft (·Simple Span) UNIFORM LOADS lk/ft & ftl wd v.1 Xl X2. 0,03(} 0,(l(J(l 0,00 30,00 Pd Pl 0, 840 i. £BO (1,840 l, fBO o, 840 1: f.eo 22.50 REACT IONS ( J;; LOAD Live fotai rtAXIMUM FORCES LEFT i 7j(l ;.,: ,.v 2.520 41230 RIGHT 2,520 4,230 V max 4.23 k @ 0.00 ft K max = 41,17 kft I 15.00 ft DEFLECTIONS (EI = kin·"·2) LDAD Defl (in) X (ft) Toto! Li\'e Dead T.01hL L I L I L I LIVE L I i I 1- L I Defl i8(l 240 360 Defl 24(} 360 480 6354170/EI 3878279/::I 24858'30iEI E! 3182085 4242780 6354170 EI 258552D ~:878279 5171039 !5.(H) 5.00 i:; dspar, -----=~~~-~-~ -------- sOB04/06/01 2Ki-i10 (6, 50) s0p1 (l, OOh 12v0s0b~:T ------·--•-M \ .. -~ I' p '/ ;3B .. I I I s3E: I I I I I s3B . • I I I 1- I I I \) . I I s1p12v1sOb414BiBEAM DESI6N PRDGRiil'isip9v1-sOb4148T Pos. Moraent Lu = 1. 00 ft Brace Spacing = LOO ft a~v. Deflection : Total = L/240 ~equired I = 146 irr"4 W 12 x 22 Fy = 50 ksi;OB STRESSES (ksi) fr= 20.00 fv = !.32 "7 tf i ··,~ Fb = j3.00 =:,:. •1 !,.:' ~--J,: DEFLECTIONS (in) T~tal = i.41 = L / 256 Live = 0.86 = L / 42C Sf% H 14 x 22 Fy = 50 ksi,;OB STRESSES (ksi) rv = 18,90 fv = .34 7 'I " Fb = 33,00 fb = 1 ,U4 52 X DffLEC:i IONS (in) Total = 1.10 = L / 326 74 X Live = 0.67 = L / 535 &7 7. Dead = 0,43 / sOB04/06/01 2K1-110 f A. . PRIME JOB: 2.k\-HO . STRUClURAL CATE: 1.i-Ol ,f'.i 1.: ENGINEERS SHT : ~ (5. b(J) sOpiO, {I{}h12v0stlb3T .. ... ..... ... , --. ---·-=-~·---'----------'--·--------· --..... --. - ~'-~• ,$IX'½ ~·'• , ·C'f*', h 1· f ., •• I I I ·1 I I I I -· I I I ·1 I I I •e I I RB-3 04/06/01 A. PRIME JOI: :21 ... 1-1~ STRUCTURAL DATE: ~ b 1 ~ ENGINEERS SHT : 3:: 2K1-130 8Us1p12v1s0h4148TBEAM ANALYSIS PROGRAMs1p9vis0b4148T (6.43)8Us0p10.00hl2v0s0b3T SPAN LENGTH = 16. 50 ft (Simple Span) UNIFORM LOADS (ki ft t, ft) X1. X2 0:020 (J,000 POINT LOADS Ck L ft) Pd Pl REACTIONS ( k) .LOAD Li-ve fot.al tAXIMUM FORCES V if:O.X = I ttT t...l...i I 0;477 0,3(ti RI1}HT 2.673 ?,289 M liiax = i0.66 kft @ 14.00 ft DEFLECTIONS (EI= kinA2) LOAD Defl (in) X (ft) Total 385751/EI 9,31 Live 229525/EI 9 a? De~d 155204/EI ffiidspan -Pos. Moment Lu= 1.00 ft W 12 X 1"4 ty = 50 ksi STRESSES (ksi) fv = IB.7~ fv = 1.80 10 Z Fb = 33,00 fh = 8,58 25 X DEFLECTIONS (in} Total = 0,15 = L /1315 Live = 0,09 = L /2216 Dead = (l. (16 . -\,.• . \. ~----'--~-------------·--.---- Ir~ ; t-. A;,. PRIME .. J09: . -i:, -----· ------------------------------------.. . --m~flSG~= ~~1£__ / , '//Z . 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' . ~ I • ' i 1 ' • : ~- -~---l ~---c-1~-Q FORCE. • 1 ·: l !-5~ St;·· · @ · EA. ~ C.Ot::=L,-,-~ --------==--,,....,. ..... =---H\L-A-tt-l4,..,.\l_--;--.-~------ l IE-At .,.;: . . +~-"',:..:.~~-t,);::;::::'~=·; =-M------1f'T .. ·.,.,__,..,__J -~ :·_. · ·_ , ( l O·l o If) ( (4')'" _..... · · .. · .., -JT<V-7"_ :i:;,. ~9.8.Q~~ll'r--tt: I · 2 -------'--'------'--J-'t---,--,'--,-;--,-----,-~--------'-,---'----------___;:_--__;_--{~SE+~-C-.- I I I I I I I .·! .., J)1 - ! : p--~ .-- ' . ' Es E' . .-,..i As ·b,d - M ' ~ SE-LSHlc FDRc:E GOJEf<NS. : .• , , I .2q 000 .. ~Ks. _ .r 1$.411 -~ 24'' x .'20:" ' 0,00 2:!/1---""r-------------- =- , 2X 35. 21 )( (2.D00 , . c.o.qz.)co.2-52.i)( '24'')(20'')"" =-=---§~B--1--I ~ps_i ___ _ J 1--s . -: As· J · d ' i -~ i 1 : --{9.4--P:>t ( 3 ;,<.CJ,44 )(O_,<=t~') (20 -~), <rs z4·1e>1~ ' ., . . ~ -. _._ -. ...., ' ·! r ,· :r..:; 1-' ..: 0~ I ' ! .-: . i ,. j ' ! . ... ., J. _,. _,l_._~ • ., .I • .,._ -,t •• -I -. ·-M ' ... _ .... :.. . -... -7'"-:; ~ ••"• .. _.. ,;• .. ,-. ~, ,\,.·,.:.., ,....,...;~-...-· -L -,..,,,,. .., • • --i .. ' 1, .... , ....... , .. , .! •!·. •., ! l. . i i . l I ; • ! i : ' •. \:. . .) l • :. . ~ I I I I I i ! ! f I l I i i I ' i I I ! l I I ,· 1.· II I !I I I I I i 1 - I , ''-r"--:.,.--i--,--,---t-----+---+---+-+---'----+--l----''----"-----+---+----+--'-'---4---l--' --1--1----1-----l' -~ .... ·_ -·PRIME ~ · 1 JOJ-:.2.n~.so. _ · ) .. l, O.EC.k E'._~lST'G MA_'. c)-..NRVi1 t. od. .. t.tM,. N cto, n--t, i: J 1 .,,. smucrurwJ DATE: +-o ~ II _!~~EERSl··SHl'4-~ l -11 1· 1. 1··1 l 1· 1' ,-. ; I,-..---I ,., i I ' I I l I II 1Fd 0 AX 11-A': ·l1 oAd o·!= l.'76 I I , r-, l 1\... . • . r Pi . 14- ..iir_l--+---t--c:-t---t-r-l I. !-n [ -7~ I ~-~6-Jl--~.,,,,,_I -+-l--l--+---+---+--+---+---+-l--+---1---l-! · 1. i~ Ii\ >J 12.1 l 4 (2-I I I h 'l I l l4j-' X ~ )cii2: l l ' i I I 1 l 1 · 9 ! ' a~ I : 4t~i3-t(-fl'f ~ ,1 , r 1 1 1 6--l ~ , , i 1 1 , , 1 ' j I • , f ' f • I l i ! l !~ l lr, iA j 1 ! i i ]b B , 1 !h' ,~ 1 _,,,..i --_,._~' ---~' B-~,--;~:-12.s...!1--W\~-e-~5-n\s-Fsd--_;i 1 • 1 -~ i°'" r j--i 1 ! 1 , , • . t I i ; -! 1 \. 40f 7 u . 1 1 °~ i i ! ! . ' i ' ' l ! I ; I . I -' I 1 j ! ! I , 3£,.~041 .. ft 2J ('.bs l I l I ! I 1 ; I' i ! A' : ; i !2 b. l4t' Q2. I ! -=-+---l--!-t --'-__,l~.:.-t"""( vcl ! ~°'--+=:-:-=-l p!5'~_'?i .. ~ -i ' !!~_:€}-(-21,-q--;· 7':.;, ; i I l l i ne I I I 1-I .!31 G i ! r l -=l==.-:-4-1 -;-!,__+---!1-~J f J _! 1;;f : Ae h,~~j i~-<'~'<'~~!~o.=---l-+--l---+---1--1--+J--II---J....l ___j._.j.._. -=1.----t-1 -,t----t---t---t.,-+---+---l-, ---;--+--i---+I --=;---+i--+---l--+---1--t---+--+--+-l----+--+-+---1-_.____l_-+--f-~- l ) j I .1 • I l I a! I :i I . l ! ,._ l i ' I I . I I ! l I, i. l -I I J-l fffli SErtSt-1\d. /I I I. I I i l I I ~ l -. I -1 i I i I I l i ! ; j '\ it4t' r ., iv\( I ! cbul{f\,{NS I I I •• I I I ! I i l i ! I ' I ·.CHECK I eklsr·d f l . ! i i I l p I I t-h !. I JZ"'T'\1' -t--t--~l --+--t--+--f--+---t--+-+---,f---1---1--l--+--+-+---+--t---!--+-+- I i I I ! ! I l ·I 1 l , i i i l i f I -i I --1 I I --·' -! I i i '• •. j . •••• k ,,1....-o__-,.. I I 1 " ---. •:--,: .. .. ~ ':;,.-.... ·-· -.. ••' -\:ii' l i . -I t ! i l , " I' C I· • I I I I I I I I I I I I I I 1, ~' ~ I J, -it f I '~ COL FTG GRADE BEAK ANALYSIS PRp6RMi Fact i ng LENGTH foc;t i ng W !DTH Foc,t i ng DEPTH- = = = ~ •:,5 •t) 1,,,•rJ.. J • - 5:25 ft 1.50 ft ... U:~J kcf Cone ~lein_-,11t __ · 1., SL!rdiarge = O.OB ksf fC:Gtina "; ~!r,'L·,t1, : 1 n .> --•• c:8 klf FOHJT I 01;r1~ n t ,, , •I• I '-I :.I.: \J \ r~ 1.'{ j t J -1 . . Y. 2,26 '"'"E"T I tt(Jn -Ni ~DADS. {kft & ft) Pt V A l X 1-~ 0'1 ... ~, .;J l), 6! N/13/01 (4.(12) Q ma;; Q min 2.46 <eo..\\ow--=-2, 5 ,._ ! =-3 .. 3 !',Sf. 0:00 MAXrnrn1 FORCES 0'.1 kft) GASE 1 V max 10.78 M mo-x 25. 05 M min -9,ib ·:1- ~:-. . ~ .._._, .. ., ... , ....... -.. "' ' ;-r-« ·-""~ ~-,_,._..,._,~..... ~' _.,..,,.. .. _ .. ,.,, .......................... ~,,~ · .. -... ,.,..,,._-,_,., ... ,-... -..... ~ .. ----.. ··---... ~ ...... ! .. ,--~-· .. _..., ~-.... -~..-. ----. 't~ \.-.... h-- -.:. . " \ -, I ' ~ : -l ~· -. . ·:·· ~--____ · A__,T_·---..,cT_H_e~-_; -'-PE-,-·· R_'.~i_.M_T_E_R_·_O_F~·.S_LA_· _B_' ____________ _ I I ~ 4'1'1 *M I f-2~"J, l·S' · ~;. IS' ~ Q'(/'~ 7 ; I I M ~ ·3S,2t ic-4. . I _OK IJJ/ EX(ST<i SL-o'' SQ FfG CU-l!-0~' D-1\c. c3LAB EtxiE._ I I ma --*----------------=--------------------- I ··1 I ! -·1· ', I J -, t . -f..,i ---~ ! •• • . -...... ·-· . 't . \ .. .-a ·.·i •. · I L. •. : . : _, _ _r ; •~,. $:---..... ~. --~~-~------~ i ' , ·t : J . I • I I I I I I I I -·· I I I I I I I ~-g ~:I , HRADE BEAM ANALYSIS PROGRAM (4.02) Footing LENGTH = 35.(:(1 ft Footing WIDTH = i,00 ft f (1s:it i ng DEPTH = i. OC ft V Cone Weight Sur,:harge = 0,2(i ksf :·l :-:e :.: i ih .):1 !~i ! POif~T LOADS (k ~ ft) V r, ·t,26 2:50 2,20 32,50 ~OMENT LDAD3 Ckft & ft) V ;, RESULTANTS (~1 ft & hsf) GASE X ii. 95 Qr.ax 1.06 ,(Qo-\low-=--3.3~sf. Q min 0,03 MAXINUK FORCES (k1 tftJ CASE 1 V llic.X 5,66 , -" - 04/13/0i -~~~~---~-----?--~--------- .~ -r~ -~-... '\..• --. \: I I I I I I I· I I I I I ·1 I KHAN ASSOCIATES 17581 Irvine Blvd. · Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 JoC a r:) ~ t; ,;,_;,t R,i' c, e ~ x· c.b 83-315 StiEET NO~ G,L -I. OF----~-;.._- CALCULATED sy __ ....)-=-_6_s ____ DATE 4/ 'Gr /s 3 CHECKED BY---------DATE------- SCALE B lat.St C:r -L a.t+>·cc, l ....... : ...... Ys.?. .. ;1'.")_j :'l.~o}j;e,.C~$ &) ~ 5~; 85b ;····'· ..... : ...... : ... · ... ..... ... . .... ~ .. , ............ : .. r-v': ' A..c:-. . tj 1.: . "2 I : \ r . . ~. ; . . . 0:, ----. -: ~-~-'1"-::, /'l :,., J. CL~; -"""'2. :p.'I: ,.: -~ ,,.,_ --7 I ' --' -,-. -10,-... -: -t ................. ~ ....... : .......... ~ .......... ; ......... : ....... : ....... : ....... :.CT) ...... ' ..... :. ~· ... ~-~ ... · .: .... ~.~ : ..... . . . . . ' , . _5) ......... : ... .,.;.,_ ................... -· .. :.... -· ...... : .................... ! ........... ,.. . . .. . . . . . 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I . f40 t '2-4' t 2r, t ~.:.· t '2.t,' t '2.1,' I ····- _ ~.ALLI.-~ 6 I I I r.:i7 L?J/ I I . ! \ / \ I \ I \ FLA~ · .. -~ . -'-. . t .. .. \·-.·. ,.; ..... ~ ~-· .. ,: • ', ,M~'.:,.,.: .. ,-. <~W~t~'Cll. > J. ,,,.· · ,, ,-,, ~---, > ' -, J_~:~,· __,_.,......_-[.~; ., .. .,,~-----~~-'----'--.· I I I I I I I I I I I I I I I I I I I SCHIRMER ENGINEERING CORPORATION 11770 BERNARDO PLAZA COURT, SUITE116 A SAN DIEGO, CA 82128 A PHONE (858] 673-5845 A FAX (858) 673-5848 FIRE PROTECTION/LIFE SAFETY REPORT FOR CALLAWAY GOLF BUILDING 8 2261 RUTHERFORD ROAD CARLSBAD, CALIFORNIA Prepared For: Mr. Andrew Gracey Callaway Golf 2285 Rutherford Road Carlsbad, California 92008 SEC Project No. 2001091-000 June 14, 2001 This report is the property of Schirmer Engineering Corporation. Copies retained by the client shall be utilized only for this use and occupancy of the project, not for the purpose of construction of any other projects. Fire Protection Engineering .a. Code Consulting .a. Loss Control .a. Security Consulting (to\ \ ~ "3' I '"" I I I I I I I I I I. I I I I I I I I Callaway Golf .... Building 8 Carlsbad, California TABLE OF CONTENTS June 14, 2001 SEC Project No. 2001091-000 INTRODUCTION ................................................................................................................. 1 APPLICABLE CODES ......................................................................................................... 1 BUILDING DESCRIPTION , .............................•................................................................... 1 OCCUPANCY ..................................................................................................................... 2 CONSTRUCTION AND FIRE-RESISTANCE RATINGS .................................................................. 2 ALLOWABLE AREA ..•......••...••................•.............. ; ......................... _ ..............•...•...............•..... 2 ALL,OWABLE HEIGHT .••.••...••............................ , .................................................................... 3 FIRE SUPPRESSION SYSTEM REQUIREMENTS ........................................................................ 3 HAZARDOUS MATERIAL STORAGE AND USE REQUIREMENTS .................................. 3 GENERAL REQUIREMENTS ......•................... -.........•........................................•...................... 4 COMPRESSED GASES ...... -....•................ -.. : .......... ; ........•............................... ; ..... , .................. 5 FLAMMABLE & COMBUSTIBLE LIQUIDS ...............••.. : .............................................................. 6 MECHANICAL VENTILATION ........ ~ ................................................................................... 6 C~ONCLUSION ..................................................................................................................... 8 .INDEX OF TABLES TABLE 1. CONSTRUCTION REQUIREMENTS ............................................................................. 2 TABLE 2. FIRE SUPPRESSION SYSTEM REQUIREMENTS .......................................................... 3 APPENDICES APPENDIX A -HAZARDOUS MATERIALS SUMMARY APPENDIX 8-HAZARDOUS MATERIALS INVENTORY APPENDIX C -HAZARDOUS MATERIALS CLASSIFICATION DATA APPENDIX D -DILUTION VENTILATION CALCULATIONS I I I I I I I I I I I I I I :1 I I I I Callaway Golf -Building 8 Carlsbad, C~lifomia INTRODUCTION 1 June 14, 2001 SEC Project No. 2001091-000 Callaway Golf is proposing to renovate an existing shell building at 2261 Rutherford Road for offices, warehouses, and storage areas associated with the manufacturing and maintenance of golf equipment production tools. Schirmer Engineering has been retained to provide an evaluation of the fire protection and life safety requirements applicable to the proposed occupancy. Specifically, this report will address hazardous. materials and general building requirements due to manufacturing and maintenance of golf equipment production tools. APPLICABLE CODES The following codes were used in preparing this report: • California Building Code (CBC) -1998 Edition • California Fire Code (CFC}-1998 Edition • California Mechanical Code (CMG) -1998 Edition • . National Fire Protection Association (NFPA) 13, Standard for the Installation of Sprinkler Sys.terns, 1999 Edition • Uniform Fire Code (UFC), Standard 79-3, Identification of the Health, Flammability and Reactivity of Hazardous Materials, 1997 Edition BUILDING DESCRIPTION Callaway Golf will occupy this approximately .21, 7 43 square foot building with office (Group 8), manufacturing (Group F, Division 1 ), and storage (Group S, Division 1) occupancies. An area utilization of the building is as follows: • Offices (Group B) -12,364 square feet • Engineering and Facilities Warehouses (Group F, Division 1) -6,61 0 square feet • Storage Areas (Group S, Division 1)-2,769 square feet I I I I I I I I I I I I .I I Callaway Golf -Building 8 Carlsbad, California · OCCUPANCY 2 June 14, 2001 SEC Project No. 2001091-000 The facility will be used for executive, administrative, training, and engineering offices, rack storage of office supplies, and manufacturing arid maintenance of production tools. Production tools will be constructed in the Engineering Warehouse (Room #134) and transported to Callaway's · other manufacturing facilities for use in manufacturing various types of golf equipment. Production tools are brought back to the Facilities Warehouse (Room #133) for maintenance. The Office Services Warehouse (Room #132) will be used for rack sto~age of office supplies. Storage of office supplies (Class IV commodity) in the racks will not exceed 12 feet in height. CONSTRUCTION AND FIRE-RESISTANCE RATINGS The facility will comply with the CBC requirements for Type V Non-rated construction. The required exterior wall and opening protection for Group B, Group F, Division 1 and Group S, Division 1 occupancies is compliant as summarized in Table 1, Construction Requirements. T bl 1 C t f R t a e . ons rue 10n eq_u1remen s Construction Fire Resistance Rating Requirement ExteriorBearing Wall Four-hour less than 5 feet, two-hour elsewhere Exterior Non-beaririQ Wall Same as bearinQ Opening Protection Openings not permitted less than 5 feet, protected less than 20 feet ALl.,OWABLE AREA The building has a total area of 21,743 square feet.· Section 505.2 of the CBC states that, "The area of any one or two story building of Groups -B; F, Division 1 or 2, M; S, Division 1, 2, 3, 4, or 5; and H, Division 5 occupancies shall not be limited if the building is provided with an approved automatic sprinkler system throughout and entirely surrounded and adjoined by public ways or yards not less than 60 feet." The building complies with these requirements and therefore, will have unlimited allowable ar$a. I I I :I I I I. I I I I I I 1· I I I Callaway Golf -Building 8 Carlsbad, California 3 ALLOWAaLE HEIGHT June 14, 2001 SEC Project No. 2001091-000 The ~llowable height for a building with Type V Non-rated construction with Group B, S-1, and F-1 Occupancies is 40 feet (CBC Table 5-B). The maximum height of the building is approximately 22 f~et; therefore, the requirements for allowable height are satisfied. FIRE SUPPRESSION SYSTEM Rl:QUIREMENTS The fire suppression requirements, based on occupancy are summarized in Table 2, Fire Suppression System Requirements. T bl 2 F" S -a e . ire uppress1on ;ys em equ1remen ·s .. S t R t Occupancy Type of Sprinkler Temperature/ Required Sprinkler Design Reference System Orifice Size Cr.iteria (°F/inch) ·--Offices, Wet 165/ 1/2 Light Hazard -0.1 O gpm/sq.ft. NFPA 13, · Rec~ption, and over most remote 1,500 sq.ft. Figure 5- Restrooms . 2.3 Manufacturing/ Wet 286/ 17/32 Ordinary Hazard Group 2 -NFPA 13, . Storage 0.20 gpr'n/sq.ft. over most Figure 5--_ remote 1,500 sq.ft. 2.3 The existing shell building is equipped with a11 automatic sprinkler system designed to provide a density of 0.45 gpm/sq.ft. for the most remote 3,000 square feet. The existing system is therefore adequate. Below suspended ceiling spaces will be .protected with sprinklers designed as presented in Table 2, Fire Suppression System Requirements. ' HAZARDOUS MATERIAL STORAGE AND USE REQUIREMENTS · The entire building will be treated as one control area as defined in CBC, Section 204. The quantities of hazardous material used and stored within the control area will be below the CFC exempt amounts for a fully sprinklered buiiding. A table showing quantities versus CFC exempt amounts is shown in Appendix A, Hazardous Materials Summary. When the material density is not available, a conversion of 10 pounds per galloA is used. A list of the hazardous materials to · be used and stored within the facility is shown in Appendix B, Hazardous Materials Inventory. A list of hazard classification information for each material as transcribed from the Material Safety Data Sheet (MSDS) js included as Appendix C. I I I I I I I I I I I I I I· I I I I I Callaway Golf..,.. Building 8 Carlsbad, California 4 June 14, 2001 . SEC Project No. 2001091-000 In accordance with CFC Section 8001.15.1., storage, dispensing, use and handling of hazardous materials in quantities not exceeding exempt amounts shall be in accordance with Section 8001. GENERAL REQUIREMENTS The general safeguards required for the use and storage of hazardous materials in non- hazardous occupancies are as follows: • Design and construction of containers, cylinders and tanks: Containers shall be designed and constructed in accordance with nationally recognized standards (CFC Section 8001.4.1). • Suitability of equipment, machinery and processes: Equipment, machinery and processes used for dispensing, use or'handling shall be approved, listed or designed and constructed in accord~mce with approved standards. for intended use. Such equipment, machinery and processes shall be maintained in an operable condition (CFC Section 8001.4.4). A pneumatically-powered machine in. the Engineering Warehouse is used to mix and dispense two-part epoxies (Combustible Liquid, Class 111-8) from original five gallon containers. No other equipment in the building is us.ed for dispensing, use or handling of hazardous materials. •· Material Safety Data Sheets (MSDS): MSDS shall be readily available on the premises for all hazardous materials regulated by Article 80 (CFC Section 8001.6). • Identification Signs: Visible hazard identification signs as specified in UFC Standard 79-3 shall be placed at entrances to the locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Each entrance to the Engineering Warehouse and Facilities Warehouse should be provided with a sign indicating health hazard 1 (blue), flammability hazard 3 (red) and reactivity hazard 2 (yellow). Individual containers, cartons or packages shall be conspicuously marked or labeled in accordance with nationally recognized standards (CFC 8001.7). I I I ·I 1· I I I I· I I I I I I I I I I Callaway Golf -Building 8 Carlsbad, California · 5 June 14, 2001 SEC Project No. 2001091-000 • Separation of Incompatible Materials: Incompatible materials in storage and storage of materials incompatible with materials in use shall be separated when the stored materials are in containers having a capacity of more than 5 pounds or ½ gallon. Separation shall be accomplished by the following:· (CFC Section 8001.11.8). 1. Segregating incompatible material storage by .a distance of not less than 20 feet. 2. Isolating incompatible mater.ial storage by a noncombustible partition extending not less than 18 inches above and to the sides of the stored material. 3. Storing liquid and solid material in hazardous materials storage cabinets. 4. Storing compressed gases in gas cabinets or exhausted enclosures. Corrosive materic1ls stored in· containers over one half gallon in size (items 1674 and 3017) are segregated from flammable materials in a hazardous materials _storage cabinet in the Engineering Warehouse. COMPRESSED GASES A single 103 cubic foot acetylene cylinder and single 247 cu~ic foot oxygen cylinder will be used at each of three dedicated areas for cutting ana welding. Two welding setups will be located on the east side of the Facilities Warehouse and one in the northeast corner of the Engineering Warehouse. Cylinders will be secured by bracket to a wall or column and will not be manifolded. At least one 2-A, 20-8:C-rated fire extinguisher will be provided in each welding area. All provisions of CFC Article 49 (Hot Work) will be met. A total of 4,458 cubic feet (15 cylinders) of inert, simple asphyxiant compressed gas (argon, argon/carbon dioxide, and nitrogen) will be stored in the Facilities Warehouse for use in welding operations. Cylinders will be secured by chain in a designated area. This quantity will be below the permit amount of 6,000 cubic feet as specified in CFC Table 105-A, thus, a permit will not be required. I I I I I I I I I·· ··I· I I I I I I I I I Callaway Golf -Building 8 Carlsbad, California 6 June 14, 2001 SEC Project No. 2001091-000 FLAMMABLE & COMBUSTIBLE LIQUIDS Small quantities of Class 1-B, 1-C, II and Ill liquids will be used in the Engineering Warehouse and the Facilities Warehouse for constrl.lction and maintenance of production tools. Various epoxies, paints, and aerosols will be used for finishing and .repair of production tools. These produc;;ts are normally stored in a hazardous materials storage cabinet. Solvents sLJ_ch as isopropyl alcohol, acetone, and naphtha will be applied to rags in very small quantities and used to wipe down production tool components. The rags are then disposed of properly in designated flammable waste containers. One half gallon spill-proof plunger can of isopropyl alcohol is used in the Facilities Warehouse and one in the Engineering Warehouse. . . One half gallon spill-proof plunger can of acetone and one of naphtha are used in the Engineering Warehouse. Each can is filled approximately once every two months from a five gallon safety can normally stored in a hazardous materials storage cabinet in"the Engineering Warehouse. -Electrical wiring arid equipment shall be installed and maintained in accordance with the Electrical Code in areas where flammable and combustible liquids are used. Locations where flammable vapor/air mixtures could exist under normal operations shall be classified as Class I, Division 1 when the area is within five feet of any edge of the equ_ipment and Class I, Division 2 when the area is between five feet and eight feet of any edge of the equipment, extending in all directions (CFC Table 7901 .4-A). Occasional use of epoxies, ·paints, aerosols, and other solvents is not considered applicable to these requirements. MECHANICAL VENTILATION CBC Section 1202.2.2 requires that in areas where Class I, 11, or Ill-A liquids are used, mechanical exhaust shall be provided in sufficient quantities to produce six air change_s per hour. The mechanical exhaust shall be taken at or near floor level. The intent of this requirement is to provide dilution ventilation such that the amount of vapors liberated from the flammable or combustible liquids would not be sufficient to cause an explosion or fire. Since most flammable or combustible liquids are heavier than air, the requirement to locate exhaust inlets at or near floor level is intended to-direct exhaust ventilation to the most likely area of vapor accurnulation. I I I I I I ·1 I I I I I I I I I I I I · Callaway Golf -Building 8 Carlsbad, California 7 June 14, 2001 SEC Project No. 2001091-000 Ignitable mixtures of flammable liquids occur when the concentration of vapors in the air are within a definite percentage range, commonly referr~d to as the flammable (explosive) range. The lower limit of the range is known as the lower flammability limit (LFL). The upper limit is known as the upper flammability limit (UFL). Explosions can take place anywhere within this flammable range, however explosions of flammable vapor-air mixtures near the lower or upper limits of the flammable range are less iritense than those occurring in the intermediate concentrations. An effective method to prevent deflagration or ignition of vapors is the use of dilution ventilation. If sufficient dilution is provided such that the area in question is maintained below the LFL for the respective material, deflagration or ignition will not occur. Soth the Engineering Warehouse and the Faciliti'es Wareh_ouse will be provided with dilution ventilation sufficient to maintain the concentration of flammable vapors below 25 percent of the · LFL. Industrial Ventilation, A Manual Of Recommende_d Practice, 22nd Edition, 1995, Third Printing, published bX the American Conference of Govern~ental Industrial Hygienist provides . design guidelines for this method. The· amount Qf :ventilation, Q (cfm), required to dilute the vapors evaporated from a known amount of solvent to 25 percent of the LFL can be calculated from the following equation: Q = ( 403) (SG) (100) (ER) (SF) (MW) (LEL) (B) Where: 403 = Constant St= Safety Factor SG = Specific Gravity of Volatile Liquid ER = Evaporation Rate of Volatile Liquid in pints/minute MW = molecular Weight of Volatile Liquid LEL = Lower Explosive Limit or Lower Flammability Limit B = Temperature Constant All of the above variables can be determined from the material characteristics. The above equation is used to determine the amount of ventilation air in cubic feet to . dilute a known amount of solvent to 25 percent of its LEL. In order to determine the ventilation rate in cubic feet per minute (cfm), the evaporation rate of the solvent in pints per minute must be determined. I I I I I I I I I I I I I I I I ·1 I I Callaway Golf -Buildi11g 8 Carlsbad, California 8 June 14; 2001 SE:C Project No. 2001091-000 To simulate the worst case spill, the entire contents of a five-gallon (40 pints) bottle of acetone was assumed to spill and evaporate within 30 minutes. This assumption is considered to be extremely conservative since the bottle must be physically dropped to dispense the liquid and it is unlikely the entire contents wm spill at one time. Using the assumed worst case spill and the above equation, the ventilation rate necessary to dilute the flammable vapors to 25 percent of th_e LEL was calculated for acetone. Based on the mc!terial properties of the solvent and the assumed evaporation rate, the amount of dilution ventilation required is 1,185 cfm. Sample calculations are included in Appendix D of this report. The exhaust ventilation provided for the-Engineering Warehouse and Facilities Warehouse will be 7,600 cfm (8 air-changes per hour) and 10,000 cfm (9 air-changes per hour), respectively. CONCLUSION In conclusion, this facility will meet or exceed the requirements of th~ CBC and CFC due to exceptional automatic sprinkler _system ~nd limited amounts of hazardous materials. Prepared by: Reviewed by: SCHIRMER ENGINEERING CORPORATION SCHIRMER ENGINEERING CORPORATION Michael S. Marlowe 0 lb.ml) a' lJ 2u1d:,, ~ Garner A. Palenske, P.E. -' Fire Protection Consultant Regional Engineering Manager MSM/mg:lc P:\JOB 2001\201091 Callaway\rpmsm.3~9 Callaway Bldg 8 FPLS.doc I I I· I I I I I I I I I I 1. I I I I I APPENDIX A HAZARDOUS MATERIALS SUMMARY _ .. ____________ _ ----·- ALI Aerosol AL2 Aerosol AL3 Aerosol CAR Aerosol CAR Liouid CAR Solid CL2 Liouid CL3A Liquid CL3B Liouici COR Aerosol COR Liouid FGG Gas .FLIB Liouid FLIC Liquid IRR Aerosol .. IRR Liduid IRR Solid NON Gas NON Liquid OHR Aerosol OHH Liquid OHR Solid OGG Gas SEN Liquid URI Liouid URI Solid UR2 Gas ~Wi~ . . """~iili~~~~Y/}/:;'J ..... :x: ...... ~,,-0.,":;-s'<= 1,ef,¼..,,, •• ::-. •• -•• ALI Aerosol AL3 Aerosol CAR Aerosol CAR Liquid CAR Solid Callaway Golf Building 8 Hazardous Materials Summary 2261 Rutherford Road Carlsbad, CA 92008 ~:-4 :?-.-1J§'~J~~~·_:_ 4:~::::\ :SJ .. , .·. ·-· , y~~ ~,-o'.~-~~;.,:-~:~ t: · ... ''l·;;··;,,-:i;,,;· ,,,,~-~'" ·:·"·'. ;: ,· r· ·' ''-. ::: ., . ··.'·:····,c:c' :1 ".·. :.;.:'·.:_, ". ·) iY~1-lbt-.-rr,-, ,}·; ic."~-'l½ttmPt:.,>' ., · ., . Qg~µtity·.·: :~~~m,pt,:: .. ,:.1'. ----. ---. - 37.8750b) Not Re1n1lated 2.906(1b) 500 lb 29.0780b) 5001b 6.906(Ib) 20000 lb 12.750(gal) 2000 gal 0.500 (gal) 500 i!:al 0.938(1b) 20000 lb 0.204( gal)· 240 gal 5.000(gal) 660 gal 38.326( gal) Not Limited 15.000 (gal) · Not Limited 1.125(1b) 10000 lb 10.250faal) 1000 gal 5.000 (gal) iooo gal 193.000(cu ft' 1500 cu f1 103.000 (cu ft' 1500cu ft 19.945faal) 120 gal 1.500 ( gal) · 30 gal .. l.OOO(gal) 180 gal 68.734(1b) Not Limited 53.776(gal) NotLirmted 5.000 (.gal) Not Limited 1.500 (gal) 500 gal 2.569(1b) · Not Limited 672.000(cu ft Not Annlicable 0.063(gal) · Not.Annlicable 58.609(1b) Not Limited 26.300( gal) Not Limited 10.000 ( gal) Not Limited 0.500 (gal) 500 gal l.OOO(Ib) Not Limited 241.000( cu ft 3000 cu ft 247.000 (cu ft 3000 cu ft 1 l.037(gal) Not Limited 5.000 (gal) · Not Limited 5.000( gal) Not Limited 5.000 faal) Not Limited 0.938(1b) Not Limited 103.000(cu ft' 1500 cu ft 103.000 (cu ft' 1500 cu ft l l.625(1b) Not Regulated 51.750(1b) 500 lb 16.656(Ib) 200001b 2.000(gal) 2000 gal l.OOO(lb) 20000 lb © 2001, Schirmer Engineering Corporation 06/14/2001 :··::~{f;·:~il~:i~~p}:0·j~}!l\~;~; Section 8801.1 Section 8802.1.1 · Section 8802.1.1 Table 8001.15-B. footnote 5 Table 8001.15-B. footnote 5 Table 8001.15-B. footnote 5 Table 7902.5-A. footnote 3 Table 7902.5-A footnote 3 Table 7902.5-A, footnote 5 Table 8001.15-B. footnote 5 Table 8001.15-B, footnote 5 Table 8001.15-A footnote t Table 7902.5-A footnote 3 Table 7902.5-A footnote 3 Table 8001.15-E Table 8001.I-5-E Table 8001.15-E Not Anniicable NotAnnlicable Table 8001.15-B Table 8001.15-E Table 8001.15-E Table 8001.15-A footnote l Table 8001.15-B Table 8001.15-A Table 8001.15-A Table 8001.15-A footnote t Section 8801.1 Section 8802.1.1 Table 8001.15-B, footnote 5 Table 8001.15-B footnote 5 Table 8001.15-B footnote 5 Page I of 2 -------------------,::~::·;· /: U~{f(?!Qs~~ ,\\t . \:: ',': '. 0 '. , ';: r ~ ·,,'tf~~,~·Q)i~(~'.: ~> :'i ,, .. \:Q\ia,~t~w?. ': .. :.:Q~~]}ti~{ ~ '·.,··:l!e~tpf: >,:~. ~;I};::)i~t~f J1j}f {{l{i~~~~~1 CL3A I Liquid I· 0.016(gal) I · 660 gal' Table 7902.5-A, footnote 31 . CL3B I Liquid I 19.750(gal) I Not Limited Table 7902.5-A, footnote 51 COR I Liquid I 1.602(gaD_L_ 100<2.gal Table 8001.15-B, footnote' FGG I Gas, I 2,546.000(cu ft)i 1500 cu fd 206.000 (cu ml 1500 cu ftl Table 8001.15-A, footnote f FLlB J Liqujd I_ 12.807(gal) I 120 gall L_ _ I _ 0.500 (gitl) __ L __ ~_g_al! Table 7902.5-A, footnote 31 FLlC I Liquid I . 0.125(gal) I 180 gal Table 7902.5-A, footnote 3! IRR I Aerosol I 63.375(lb) I Not Limited! Table 800i.15-I IRR I Liquid I 26.119(gal) I Not Linntedl . I I 0.500 (gal) I 500 gal Table 8001.i5-I3 IRR · I Solid I l .625(1b) I Not Limited] Table 8001.15-] NON I Gas I 3,786.000icu ft)] Not Applicable Not Applicable NON I Solid I 102.000(lb) \NotApplicable, Not Applicab~ OHH I Aerosol I 59.625flhl I Not Limited Table 8001.15-B OHH I Liquid I · 8.5I8(gal) I Not Limited Table 8001.15-E OGG I Gas I 494.000_(gi ft)L_ 3000 cu ftJ _ 494:.,Q00 (cu ft)! 3000 cu ft Table 8001.15-A, footnote ( SEN I Aerosol I 6.750(1b) I Not Limited] Table 8001.15-B UR.1 I Solid I l.000(lb) I Not Limited! Table 8001.15~' UR2 I Gas I 206.000(cu ft)\ 1500 cu ft\ 206.000 (cu ft)I 1500 cu fti Table 8001.15-A, footnote 6 WRl I Liquicl I_ J).,016_(gal) I Not Limited] Table 8001.15-A, footnote 11 © 2001, Schirmer Engineering Corporation Page 2 of 2 I I I I 1: I I I I I I I I I I I I I I APPENOIXB HAZARDOUS MATERIALS INVENTORY I I I I I I I I I I I I I I I I I I I Callaway Golf Building 8 Inventory Thursday, June 14, 2001 2261 Rutherford Road_Carlsbad, CA 92008 · ~}fy,~;~;?: ,: :: L-? ~ :'::·::~~;~t:-:~~~: .. _ : #:ztr~,~~~~$:-{;;_ ;~1I~:.1 ~l!~i~;t;I{ fi :rtJ6~~ftit:: ~-;l . ,,.c ,1,~-~- f~J]'giij¢er:iitg;:\v:ateb9us~r:.,1 ..... , ~,. . . ,,_,,. ...,., 0005 Acetone FLlB,IRR Liquid 0.500 (gal) 0005 !Acetone FLlB,IRR Liquid 5.000 (gal) 0028 Loctite X-NMS-Cleanup Solvent for I-FL1C,IRR Liquid 1.000 (gal) 0055 Argon Compressed Gas NON Gas 672.000 (cu ft) 0084 DuPont Lacquer Thinners and Cleani FL1B, IRR, OHH Liquid 1.000 (gai) 0130 Tap Magic brigina( Cutting Oil IRR,OHH Liquid 0.750 (gal) 0145 Acetylene Gas FGG, UR2 Gas 103.000 ( cu ft) 0146 . Oxygen. Gas OGG Gas 247.000 (cu ft) 0167 Starrett Cleaner IRR, OHH, SEN Liquid 1.000 (gal) -- 0588 Stoner No-Wash Wax Pattern Release AI:3, IRR, OHH Aerosol 0.750 (lb) 0660 GI-100.0A Silicone CL3B, IRR, OHH Liquid 1.000 (gal) 0690 Rust~Oleum Hard Hat Primers and To AL3,IRR,OHH Aerosol 13.125 (lb) 0706 I-octite Pneumatic/Hydraulic Seal-545 CL3B,SEN Liquid Q.013 (gal) 0763 F-720 Plasti-Dip FL1B, IRR Liqui<l 1.000 (gal) 0776 Krylon Decorator Paints DEC/KR-2 AL:~, IRR, OHH Aerosol 0.688 (lb) - 0815 Spraybrite Cal, OK Gray Primer A:Ll, IRR, OHH -Aerosol 0.688 .(lb) 0817 Spraybrite Cal OK Medium Gray AL3,IRR,6HH Aerosol 0.688 (lb) 0824 LPS Tapmatic #1 Gold CL3B,IRR Liquid 0.250 (gal) 0824 _ LPS Tapmatic #1 ·Gold CL3B,IRR Liquid 1.000 (gal) 0850, Krylo11 Industrial & Touch,-up AL3, IRR, OHH Aerosol 0.938 (lb) 0877 DP-420 Epoxy Part "A" CL3B,IRR Liquid 5.000 (gal) _0955 Isopropyl Alcohol 99% Anhydrous FLlB,IRR Liquid 0.500 (gal) .. 0955 Isopropyl Alcohol 99% Anhydrous FLIB, IRR Liquid 5,000 (gal) 1077 Naturalizer Orange Degreaser AL3, IRR Aerosol 0.7.50 (lb) 1203 Invisi-Lube Clear Multi-Purpose Lubr AL3, IRR Aerosol 4.219 (lb) 1251 ND-165 Degreasing Solvent IRR Liquid 4.000 (gal) 1365 Golf Club Wipe #2 FL1B, IRR, OHH Liquid 0.039 (gal) 1393 V.M. & P. NAPHTIIA (Polyurethane CAR, FL1B, IRR, OHH Liquid 5.000. (gal) 1393 V.M. & P. NAPHTHA (Polyurethane GAR,.FLIB, IRR, OHH Liquid-0.500 (gal) 1442 Mesamoll (Aromatic Sulfonic Ester), NON Liquid 0.063 (gal) 1488 3M Brand Stainless Steel Cleaner & P ALl, IRR Aerosol 0.875 (lb) 1607 IPS Weld-On #16 for Acrylic FL1B, IRR, OHH Liquid 0.023 (gal) 1673 RP 3262 Resin (Epoxy) CL3A, IRR, OHH Liquid 5.000 (gal) 1674 RP 3262 Hardener (Casting) CL3B, COR, SEN Liquid 5.000 (gal) 1682 Ace Rust Stop-I (Gloss White, Gloss AL3, CAR, IRR, OHH Aerosol 0.938 (lb) 1796 3M Super 77 Spray Adhesive AL2,IRR Aerosol 1.031 (lb) 1817 Ace Premium Enamel (Almond, Flat/ AL2, IRR Aerosol 1.875 (lb) 1823 Bondo Lightweight Body Fillers CAR, IRR, URI Solid 0.938 (lb) 1833 Locite Removeable Threadlocker 242 CL3B, IRR, OHH, SEN Liquid 0.011 (gal) 2036 DRI All Purpose Lubricant-Aerosol AL 1, CAR, IRR, Aerosol 1.250 (lb) 2072 0 GR Paint and Graffiti Remover AL1, CAR, COR, OHH Aerosol 1.125 (lb) ion TEF Lubricant Release Agent AL3,IRR Aerosol 1.250 (lb) 2106 Steel Blue DX-100 Transparent Layo F LIB, IRR, OHH Liquid 0.094 (gal) 2438 Dry Release Teflon Lube & Release AL1, IRR, OHH -Aerosol 8.125 (lb) .. © 2001, SchirmerEngineering Corporation Page 1 of 3 I I I I I I I I I I I I I I I I J~~i!:'{it!s".}1~tf ~;'J{;B~tJii:11!- 2544, Ace Premium Ehamei (Machinery Gr AL3, CAR, IRR! OHH Aerosol · 0.719 (lb) 2547 Zero Charge Anti-Stat Static Dissipat IRR,OHH Lfquid 0.250 (gal) 2548 Mobil 1 Synthetic Grease C13B · Liquid 1.00b (gal) 2549 M;obilith AW-2 Industrial Grease CL3B Liquid 0.219 (gal) 2554 Kili Alkyd Resin Primer FLIB, IRR, OHH Liquid 0.102 (gal) 2574 Penetrating Gel Lubricant (Aerosol) ALI, IRR,, OHH Aerosol 2.500 (lb) 2575 Industrial Silicone-Spray (Aerosol) ALI, IRR, OHH Aerosol 12.375 (lb) 2578 Devcon Aluminum.Putty (F) Resin OHH Solid 1.000 (lb) . . 2581 Loctite 290 Threadlocker CL3B,SEN Liquid 0.013 (gal) 2584 FL-70 Detergent Biodegradable IRR,OHH Liquid 1.000 (gal) 2585 EP 811 PT "A" Epoxy ~L3B,OHH Liquid 5.000 (gal~ 25.86 EP ~11 Pt "B" Polyamide COR Liquid 5.000 (gal) 2600 Mobilube HD 80W-90 CL3B Liquid 2.500 (gal) 2822 AIS Break Away Penetrant ALI, CAR, IRR, OHH Aerosol 1.125 (lb) 2840 Color Guard Tough Rubber Coati:qg FLlB,IRR Liquid 1.000 (gal) 2928 · Steel It High Temp Aerosol AL3, CAR, IRR, OHH Aerosol 1.750 (lb) 2929 2X723B Ciear Plastic AL3, IRR, OHH Aerosol 0.750 (lb) 2930 Statclean AL3, IRR, OHH Aerosol 0.500 (lb) 2931 Airlube l0W-NR CAR, CL3B, IRR Liquid 1.000 (gal) .. 2932 Coppermate Paste Soldering Flux IRR Solid 1.000 (lb) 2933' 748 Non-Corrosive Sealant (Sealing IRR Solid 0.631 (lb) 3032 Sheil Alvani.a EP Grease 2 CL3B,IRR Liquid 0.110 (gal) 3046 AHS -320 (PT "A") Epoxy CL3B, IRR, SEN, URI Liquid 5.000 (gal) 3047 AHS 320 (PT "B") Epoxy CL3B;OHH Liquid 5.000 (gal) "3109 · Hangsterferls S-500 Metalworking Fl CAR, CL3B, lRR Liquid 5.000 · (gal) 3157 Chain Life Foaming Lubricant -ALI, IRR, OHH Aerosol _1.063 (lb) 3161 · Qow Coming 111 Valve Lubricant & CL3B Liquid 0.110 (gal) 31(52 S-100 Silicone Mold Release IAL3, IRR, OHH Aerosol 1.000 (lb) 3163 bAPtex Latex Foam Sealant (White) CL2, IRR, OHH Liquid 0.094 (gal) . 3167 Neutra Green Cleaning Compound IRR Liquid 0.031 (gal) 3193 Equipment Flushing Solvent CAR, COR, OHH Liquid 0.125 (gal) 3224 Loctite Antiseize FLIB,.IRR, OHH Liquid 0.188 (gal) 3257 Perchloroethylene (All grades) .CAR,IRR Liq~id 1.000 (gal) 3264 IPS Weld-On 3 for Acrylic CAR, COR, IRR, OHH Liquid b.125 (gal) 3265 Zep 2000 Lubricating Grease. AL3, IRR, OHH Aerosol 1.016 (lb) 3270 GI-Ultra Fast Catalyst CL313,IRR Liquid 0.100 (gal) 3271 Power Team Hydraulic Fluid CL3B,IRR Liquid 1.000 (gal) 3275 Dry Aerosol ALI, IRR, OHH Aerosol 8.750 (lb) 3276 Grease Out Solvent Degreaser CL2, IRR Liquid 0.110 (gal) •.... , ,. , , ..... ' .•.. , .. , . t't ~~cilltt¢s(~~i~M[u ,,~ .. ,->N ~ "I, N ,<'I' ,. ,-~ • > :JI!. j.,, ~ . , 0023 Loctite Black Ma_x ~80 Instant Adhesi CL3A, COR, WR! Liquid 0.016 (gal) . 0055 Argon Compressed Gas NON Gas 2,016.000 (cu ft) 0055 Argon/Carbon Dioxide Compressed NON Gas 1,680.000 (cu ft) 0145 !Acetylene Gas FGG, UR2 Gas 206.000 (cu ft) 0146 Oxygen Gas OGG Gas· 494.000 (cu ft) 0148' Nitrogen, compressed Gas NON Gas 90.000 (cu ft) 0508 Super D Dry Powder NON ·solid 100.000 (lb) 0673 Elmer's Carpenters Wood Glue IRR Liquid 0.094 (gal) © 2001, Schirmer Engineering· Corporation Page 2 of 3 I I I I I I I I I I I I I I I I I I :(J(~'if~mt;~~~Xtt .. Jil~trI:Jf!'-Iiif'IJil!J;~;;f{fi&~-. . 0712 70% Isopropyl Alcohol, Rubbing FLlC,IRR Liquid 0.125 (gal) 0773 Pledge Furniture Polish ALI, IRR, OHH Aerosol 3.125 (lb) 0802 Famowood Putty .(ALL COLORS) FLlB, IRR, OHH Liquid 0.047 (gal) 0804 Tel-X Plus Dry Lubricant and Releas e AL3, IRR, OHH Aerosol 1.313 (lb) 0804 Tel-X Plus Dry Lubricant and Release AL3, IRR, OHH Aerosol 3.938 (lb) 0955 Isopropyl Alcohol 99% Anhydro.us FLIB,iRR Liquid 0.500 (gal) 1188 Chemstrip Paint, Vamish,_Gasket Re COR,OHH Liquid 0.586 (gal) 1488 3M Brarid Stainless Steel Cleaner & P ALI,IRR Aerosol 0.750 (lb) 1619 DTL876E Acrylic Lacquer thinner FLlB, IRR, OHH Liquid 0.250 (gal) 1765 Ace Multipurpose Floor Covering Ad CL3B,IRR Liquid 1.000 (gal) 1793 Pledge Aerosol -Lemon AL3, I,RR, OHH Aerosol 6.250 (lb) 1817 Ace Premium Enamel (Almond; Flat/ AL3, IRR, OHH Aerosol 25.875 (lb) 1822 Deft 27X37 Clear Wood Finish Gloss FLlB, IRR, OHH Liquid o:096 (gal) 1823' Bondo Lightweight Body Fillers CAR, IRR; URI Solid 1.000 (lb) 2106 Steel Blue DX-100 Transparent Layo FLlB, IRR, OHH Liquid 0.469 (gal) 2437 Super Sil *RTV Silicone 114-blue, 11 ALI, IRR, O1-JH Aerosol 1.000 (lb) 2544 Ace Premium Enamel (Machinery Gr AL3, CAR, IRR, OHH Aerosol 13.656 (lb) 2601 Sher-Wood Shading Bases/Penetratin FLlB,IRR Liquid 10.000" (gal) 2602 Sher-Wood Conversion Varnish CAR, FLLB, IRR,_OHH Liquid 1.000 (gal) 2700 Sherwin-Williams Polane Reducers FLlB, IRR Liquid 0.375 (gal) 2815 Shell ValvataJ Oil 460 CL3B, IRR, OHH Liquid. 5.000 (gal) 2817 Lubriplate 1200-2 Lubricating Grease IRR Solid 0.625 (lb) 2843 Chevron Cylinder Oil W ISO 460 CL3B Liquid 5.000 (gal) 2847 Touch 'N Foam ALI~ IRR, OHH, SEN Aerosol 3.750 (lb) .2879 Tellus Oil 46 CL;,B,IRR Liquid 5.000 (gal) 2898. Ace Metallics (Chrome) AL3, IRR, OHH Aerosol 0.719 (lb) 2949 SSR Ultra Coolant Air Compressor L CL3B Liquid 0.250 (gal) 2963 Skid-No-More Rubberized Non-Skid IRR Liquid 1.000 (gal) .. 2964 Foam Plus ALI, CAR, IRR, SEN Aerosol 3.000 (lb) 2972 Bondo Glazing & Spot Putty FLIB, IRR, OHH Liquid 0.070 (gal) 3006 Dibutyl Phthalate (Shur-Grip Adhesiv CL3B,IRR Liquid 1.000 (gal) 3017 Jasc_o Premium Paint & Epoxy Remo CAR, COR, OHH Liquid 1.000 (gal) 3166 Mobil i IOW-30 Motor Oil CL3B Liquid 2.500 (gal) 3112 Strong Steel R~fiewel Composite NON Solid 1.000 (lb) 3182 Loctite Naval Jelly Rust Dissolver IRR Liquid 0.094 (gal) 3184 Nozzle Gel NON Solid. I.ODO (lb) © 2001, Schirmer Engineering Corporation Page 3 of 3 I I. I I I I· I I I I I I I I I I I I I APPENDIXC HAZARDOUS MATERIALS CLASSIFICATION DATA ---------·-------... --Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Roa,d Carlsbad, CA 92008 ID Number MANUFACTURER UPC 0588 PRODUCT NAME Chemical fngredients Physical State !AEROSOL! STONER NO-WASH WAX PATTERN RELEASE (S333) IQty I (7allaway008 STONER INCORPORATED CAS# ~ize.12 0690 RUST-OLEUM HARD HAT PRIMERS AND TOPCOAT !Qty 14 ~i:.i:el5 Callaway0I0 RUST-OLEUM CORPORATION Xy/el)e 1330°20 7 propafze-isobutane mixture 68476-86 8 Methyl n-Amyl Ketone 110-43 0 Toluene 108-88 3 high flash naptha 64742~95 6 Acetate Ester 88230-35 7 Ethylene Glycol Monobutyl Ether 111-76 2 Methyl Et!zyl Ketone 78-93 3 ethyl benzene 100-414 % IUOM,oz lliOMoz 40 25 15 15 JO 5 5 5 4 0713 PLEDGE FVRNITURE POLISH 1Qty4 ~ize12.5 IUOMoz Callaway113 S.C. JOHNSON WAX .Water 7732018 5 70 naptha (petroleum), .hydrotreated heavy 64742048 9 20 Propane 74-986 5 N-Butane 106-97 8 5 dimethyl si/oxane 63148-629 5 © 2001, Schirmer Engineering Corporation UFCHazards . (!otal: 12 oz I AL3, IRR, OHH (!otal: 210 oz f AL3, IRR,OHH (!otal: 50 oz I ALI, lRR, OI:IH I I LD50 Oral I I 11-Jun-Ol LD50 LC50 Flash Skin Inhalation Point I I Boiling Point Page 1 of24 -------------·--Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 IDNuinber MANUFACUJRER UPC PRODUCT NAME LD50 Chemical I11g_redie11ts GAS# % UFCHazards Oral 0776 KRYLON DECORATOR PAINTS DEC/KR-2 !Qty 1 ~izell luoM'oz (!otal: i'I oz 1. AL3, IM, OHH I I -Ct;1llawayOU KRYLON/SBERWIN-WILLIAMS DlVERSIFIED Carbon, Black 1333-86 4 (J Titanium Dioxide 13463-67 7 0 Barium Sulfate 7727-43 7 0 Methoxy Propanol Acetate 108-65 6 0 Methyl Jsobutyl Ketone 108-101 0 Methyl Ethyl Ketone 78-93 3 0 Acetone 67-641 0 1-butanol 71-36 3 0 Xylene 1330-20 7 0 ethyl benzene 100-414 0 N-Butane JO(j-97 8 'O Propane 74-98 6 0 0804 TEL-X PLUS DRY LUBRICANT AND RELEASE AGNE IQty 2 ~ize 10.5 luQMoz (!otal: 21 oz I AL3, IRR, OHH · CallawayOJ 5 · qIEMSEARCH (DIV OF NCH CORP) isopropyl alcohol 67-63 0 0 N-Butane 106-97 8 0 Jsobutane 75-28 5 0 poly tfe, omega-hydro-alpha-methylcyc/ohexyl 65530-85 0 0 Propane 74-98 6 0 0804 TEL-X PLUS DRY LUBRICANT AND RELEASE AGNl;l IQty 6 ~ize I 0.5 IUOM ciz (!otal: 63 oz I AL3, IRR; OHH I I Callawayl22 CHEMSEARCH (DIV OF NCH CORP) 0815 SPRA YBRITE CAL OK ORA Y PRIMER !Qty I ~ize 11 luOMoz (!otal: l 1 oz I ALI, IRR, OHH I I Callaway016 ZYNOLYTEPRODUCTSCOMPANY Dimethyl Ether 115-106 25 Methyl Ethyl Ketone 78-93 3 JO Lt. Aliphatic Petroleum Distillate 64742-898 JO Xylene 1330-20 7 7 ethyl benzene 100-41 4 2 crystalline silica 14808-60 7 0.15 Diacetone Alcohol 123-42 2 0 © 2001, Schirmer Engineering Corporation LD50 Skin -· --·-ll-J,m-01 LC50 Flash Boiling Inhalation Point Point l I r I I Page 2 of24 ---------------Callaway Golf Building 8 Hazardous Materials Inventory Classification )261 RutherfordRoad Carlsbad; CA 92008 ID Number MANUFACTURER UPC PRODUCT NAME CJ,emical l11g_redie11ts 0817 SPRA YBRITE CAL OK MEDIUM GRAY Callaway017 ZYNOLYTEPRODUCTSCOMPANY Dimethyl Ether Toluene solvent naphtha hydrocarbon resin Butyl acetate Xylene Methyl Ethyl Ketone stoddard solvent Lt. Aliphatic Petroleum Distillate petroleum ether Piacetone Alcohol 0850 KRYLON INDUSTRIAL & TOUCH-UP Callaway020 SHERWIN-WILL!Alvl;S COMPANY Titanium Dioxide Lt. Aliphatic Petro/em~ Distillate Methoxy Propqnol Acetate Methyl Ethyl.Ketone Acetone 1-butanol Xylene ethyl benzene Isobutane Propane 1077 NA TURALIZER ORANGE DEGREASER Callaway023 CHEMSEARCH (DIV bF NCH CORP) lsob11tane Propane Octylphenol Ethoxylate nonyl phenol polyethylene glycol ether d-Limonene © 2001, Schirmer Engineering Corporation CAS# IQty i ~ize 11 115-10 6 108-88 3 64742-94 5 26813-149 J-23-86 4 1330-20 7 78-93 3 8052-41 3 64742-898 8032-32 4 123-42 2 IQty I ~izel5 13463-67 7 64742-898 108-656 78-93 3 67-64 1 71-36 3 1330-20 7 100-41 4 75-28 5 74-98 6 !Qty I ~izel2 75-28 5 74-98 6 9036-19 5 127087-87 0 5989-27 5 % !UOMoz 30 12 5 5 5 4 2 0 0 0 0 !UOMoz 0 0 0 0 0 0 0 0 0 0 IUOMoz 0 0 0 0 0 UFC Hazards ~otal: II oz I AL3, IRR, OHH ~otal: IS.Oz_ . 1 AL3, IRR, ~HH ~otal: 12 oz I AL3, IRR LD50 Oral LD50 Skirt ----Jl-jllll-01 1 LC50 Inhalation Flash Point I Boiling Point Page··3 of 24 -·-... -· --·--------- ID Number MANUFACTURER UPC PRODUCT NAME Chemical In1redients Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 CAS# % UFCHazards LD50 Oral LD50 Skin ---11-1,in-01 LC50 Flash Inhalation Point Boiling Point - 1203 INVISI-LUBECLEARMULTI-PURPOSE LUBRICANTJQty'S. . ~ize13.5 !UOMoz frot_a_l: 67..$ oz I AL3, IRR . I I· I I L I Ca/laway024 STATE CHEMICAL MANUFACTURING CO. . . n-Hexane oil, paraffinic, solvent refined material Petrolatum aliphatic hydrocarbon mixture N-Butime lsobutane 110-54 3 64742-65 0 8009-03 8 64742-63 8 106-97 8 75-28 5 50 20 JO JO JO JO Propane 74-98 6 10 1488 3MBRANDSTAINLESSSTEELCLEANER&POLISH jQtyl ~ize14 jUOMoz frot~l: 14oz ! ALI,IRR ! !· ! I ! j Callaway029 3M mineral oil, white lsobutane Sorbitan Mon()6leate 8042-47 5 40 75~28 5 /3 1338-43 8 5 1488 . 3M BRANDSTAINI,,ES·~ STEEVCLEANER &. POLISti !Qty 1 ~-. I fr ,, I -~ize12 jU0M.oz frotai: 12 ·oz j'ALi.IRR Callaway088· 3M · · · ~ize15 IU<>Moz frotal: 15 oz I AL3, CAR, IRR, OHH 1682 ACE RUST STOP-I (GLOSS WHITE, GLOSS BLACK, S l<fo· 1 ~ I fr I Callaway033 SHERWIN-WILLIAMS COMPANY . . 1793 Callawayl12 Magnesium S11/fate Carbon, Black Titanium Diox(de Calcium .Carbonate Magnesium Silicate Acetone Xylene ethyl benzene Toluene solvent naptha (petroleum), medium aliphatic Lt. Aliphat{c Petroleum Distillate N-Butane Propane PLEDGE AEROSOL -LEMON S.C. JOHNSON WAX © 2001, Schirmer Engineering Corporation 7785-87 7 1333-86 4 13463-617 471-34 J 14807-96 6 67-64 1 1330-20 7 100-414 108-88 3 64742-88 7 64742-89 8 106-97 8 74-98 6 0 0 0 0 0 0 0 0 0 0 0 0 0 1Qty8 ~izel2.5 IUOMoz frotal: 100 oz I AL3, IRR, OHH I I I I. I I I I I I Page4 of24 -.. --------I ---.. ------- ID Number · MANUFACTURER UPC PRODUCT NAME Chemical l11J:!edie11ts ' Callaway Golf Building 8 Hazardous Materials inventory Cla$sijication 2261 Ruth~rfordJl.oad Carlsbad, CA 92008 LOSO LOSO LCSO CAS# % UFC Hazards Oral Skin Inhalation 1796 3M SUPER 77 SPRAY ADHESIVE jQty 1 · ~ize16.5 IUOMoz _ frotal: 16.5 oz I AL2, IRR I r I Callaivay034 3M Trade Secret Cyclohexane Propane lsobutane lsohexane isomers Dimethyl Ether Dimethyl Ether 3-Dimethylbutane 3-Methylpentane 2-Dimethylbutane 0-00 Jl0-82'7 74-98 6 75-28 5 107-83 5 115-10 6 115-10 6 79-298 96-14 Q 75-83 2 30 20 15 15 15 15 13 7 7 5 ii-Ju11-0l Flash Point Boiling Point ~izers IDOMoz frotal: 30 oz I AL2, IRR I I : I 1817 ACE PREMIUM ENAMEL (ALMOND, FLAT/GLOSS B IQty ~ ~ . I fr I I I I I I I Callaivay035 SHERWIN-WILLIAMS.COMPANY . . . Acetone Xylene Propane N-Butane 67-641 1330-40 7 74-986 106-97-8 30 23 14 13 ethyl be11zene 100-41 4 4 1817 ACEPREMIUMENAMEL(ALMOND,FLAT/GLOSSB 1Qty36 ~izell.5 juoMoz frotal: 414oz I AL3,IRR,OHH I I I I I I Callaway092 SHERWIN-WILLIAMS COMPANY . 2036 Callaway038 ORI ALL PURPOSE LUBRICANT-AEROSOL STATE CHEMICAL MANUFACTURING CO. Tetrachloroethylene stoddard solvent Carbon Dioxide 2072 PGRPAINT AND GRAFFITI REMOVER Callaway039 STATE CHEMICAL MANUFACTURING CO. Dichloromethane lsobutane Propa11e Methanol © 2001, Schirmer Engineering Corporation jQty 1 !Qty 1 ~ize20 IUOM oz frotal: 20 oz I ALI, CAR, IRR 127-18 4 80 8052-41 3 20 124-38 9 JO @ize 18 juoMoz frotal: 18 oz I ALI, CAR, COR, OHH 75-09 2 60 75-28 5 20 74-98 6 20 67-561 JO Page 5 of24 ------· ----.. ----Callaway Golf Building a.Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTUR)l:R UPC PRODUCT NAME .C/,emical lnB_redie11ts CAS# % UPC Hazards 2073 TEF LUBRICANT RELEASE AGENT IQty 1 ~ize20 luoMoz .f!otal: 20 oz I AL3,IRR I Callaway040 STATE CHEMICAL MANUFACTURING CO. Lt. Aliphatic Petrqleum Distillate 64742-898 70 Isobutane 75-28 5 20 Propane 74-986 20 isopropyl a/coho! 67-63 0 JO 2437 SUPER SIL *R,TV SILICONE 114-BLUE, 115-RED, 116-IQty 2 ~ize_8 IUOMoz _ (!otal: 16 oz I ALI, IRR, OHH Callawayl21 MCGEE INDUSTRIES INC. Silica, Amorphous Hydrated 7631-869 JO Liquefied Petroleum Gas 68476-85 7 5 Methyltriacetoxysi/ane 4253-34 3 5 Ethyltriacetoxysilane 17689-779 5 2438 . DRY RELEASE TEFLON LUBE& RELEASE !Qty 13 ~izelO IUOMoz (!otal: 130 oz I ALI; IRR, OHH I Callaway042 TERAND -INDUSTRIES, INC. Liquefied Petroleum Gas 68476-85 7 60· Aliphatic hydrocarbon 64741~66 8 60 Teflon 9002-84 0 5 ·2544 ACE PREMIUM ENAMEL (MACHINERY GRAY, GRA IQty 1 Wize 11.5 luoM oz (!otal: 11.5 oz I AL3, CAR, IRR, OHH I· .. Callaway043 SHERWIN-WILLIAMS COMPANY .. Carbon, Black Titanium Dioxide Calcium Carbonate Magnesium Silicate Acetone Xylene ethyl benzene Toluene N-Butane Propane 1333-86 4 13463-67 7 471-341 14807-96 6 67-641 1330-20 7 100-41 4 108-88 3 106-97 8 74-986 0 0 0 0 0 0 0 (J 0 0 LOSO Oral I. I LOSO Skin ----11-.fttn-0l LC50 Flash Boiling Inhalation Point Point I I 40 I 200 2544 ACEPREMIUMENAMEL(MACHINERYGRAY,GRA IQty 19 lsizell.5 IUOMoz (!otal: 218.Sozl AL3,CAR,IRR,OHH l l l l I I Callaway093 SHERWIN-WILLIAMS COMPANY © 2001, Schirmer Engineering Corporation Page 6 of24 ------·-----· --·--Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number . MANUFACTURER UPC PRODUCT NAME Cl,emical I11c.redie11ts 2574 PENETRATING GEL LUBRICANT (AEROSOL) Callaway048. TERAND INDUSTRIES, INC. Liquefied Petroleum Gas Acetone Aliphatic hydrocarbon 2575 INDUSTRIAL SILICONE SPRAY (AEROSOL) Callaway049 TERAND INDUSTRIES, )NC. Liquefied Petroleum Gas Aliphatic hydrocarbon dimethyl si/oxane 2822 AIS BREAKAWAY PENETRANT Callaway057 AMERICAN INDUSTRIAL SlJPPL Y INC. Tetrachloroethylene Carbon Dioxide 2847 TOUCH 'N FOAM Callawayt23 CONVENIENCE PRODUCTS Polyurethane Resin Chlorodifluoromethane methylene bisphenyl diisocyanate 2898 ACE METALLICS (CHROME) Ca/laway090 SHERWIN-WILLIAMS COMPANY Carbo11, Black Magnesium Silicate Acetone Xylene ethyl benzene Toluene solvent naptha (petroleum), medium aliphatic N-Butane Propane © 2001, Schirmer Engineering Corporation CAS# % 1Qty4 :~izelO luOMoz 68476-85 7 60 67-64 1 20 64741-66 8 20 !Qty 18 ~ize 11 juoMoz 68476-85 7 60 64741-66 8. 60 6JJ48-62 9 5 IQty 1 ~ize18 luoMoz 127~18 4 85 ]24-38 9 .o IQty s. ~izei2 lu~Mo:r; 9068-94 4 85 75-45 6 25 101-68 8 15 'Qty 1 . 'Size 11.5 IUOM oz 1333-86 4 0 14807-96 6 0 67-64 1 0 1330-20 7 0 100-41 4 0 108-88 3 0 64742-88 7 0 106-97 8 0 74-98 6 0 UFCHazards (rota!: 40 oz· I ALl, IRR, OHH ,(rot11h I 98 oz j ALI, IRR, OHH (rota!: 18 oz I ALI, CAR, IRR, OHH tfotal: 60 oz I ALI, IRR, OHH; ~EN (total: 1 i.s oz I AL3, ~RR, OHH I LD50 Oral LD50 Skin ----11-Jun-01 LC50 Flash Inhalation Point I 49 I Boiling Point 125 I 300 Page7 of24 ---· -·-----------· ----Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC PRODUCT NAME Chemical Ingredients 2928 STEEL IT HIGH TEMP AEROSOL IQty:2 Callaivay061 STAINLESS STEEL COATINGS INC. Xylene stoddard solvent Dichloromethane Methanol lsobutane Propane 2929 2X723B Ct.EAR PLASTIC IQty 1 Cal/aivay062 SPRA YON PRODPCTS Methyl Ethyl Ketone Acetone ethyl benzene· Toluene Xylene /sobutane. Propane 2930 STATCLEAN IQty 1 Callawf1y063 PERFECTDATA CORP Propane lsobutane ammonia solution, 10-50% Ethylene Glycol Monobutyl Ether isopropyl alcohol 2964 FOAM PLUS 1Qty4 Cal/a,vay105 INSTA FOAM PRODUCTS CO. polymethylene polyphenyl isocyanate methylene bisphenyl diisocyanate Chlorodifluoromethane © 2001, Schirmer Engineering Corporation CAS# ~izel4 1330-20 7 8052-41 3 75-09 2 67-561 75-28 5 74-98 6 ~izel2 78-93 3 67-641 100-41 4 108-88 3 1330-20 7 75-2.8 5 74-98 6 ~ize8 74-98 6 75-28 5 7664-41.7 111-76 2 67-63 0 ~ize}2 9016-87 9 101-68 8 75-45 6 % juoMoz 0 0 0 0 0 0 luOMoz 0 0 0 0 0 0 0 IUOMoz 0 0 0 0 0 IUOMoz 60 60 40 UPC Hazards frotal: 28 oz I AL3, CAR, IRll, OHH frotal; 12 oz I AL3, IRR,.OHH f!:otal: 8-oz I AL3, IRR, OI-!H JTotal: 48 oz I ALI, CAR, IM, SEN LD50 Oral LD50 Skin LC50 Inhalation 11-Jun-01 Flash Point Boiling Point I I Page 8 of24 ,_ ---------------------Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 11-Jun-0l ID Number MANUFACTURER PPC PRODUCT NAME Chemical In11.redients 3157 CHAIN LlfE FOAMING LUBRICANT Callaway072 CHAMPIONS CHOICE Petroleum Hydrocarbon Chlorinated Paraffin N-Butane Propane 3162 S-100 SILICONE MOLD RELEASE Callaway074 ZIP-CHEM PRODUCTS Chlorodij/uoromethane Trichlorojluoroll!ethane 3265 ZEP 2000 LUBRICATING GREASE Callaway08J ZEP MANUFACTURINGG COMPANY n-Hexane lsobutane N-Butane Propane 3275 DRY AEROSOL Cal/away086 GLOBAL CHEMICAL Carbon Dioxide Tetrachloroethylene hydrotreated light napthenic petroleum distillate © 2001, Schirmer Engineering Corporation GAS# % !Qty 1 ~izel7 IUOMoz 64741-96 4 85 63449-398 15 106-97 8 5 74-98 6 5 IQty 1 ~izel6 IUOMoz 75-45 6 0 75-694 0 IQty I ~ize 16.3 IUOM i;iz 110-543 50 75-28 5 30 106-978 0 74-98 6 0 IQty 10 ~izel4 juoMoz 124-38 9 0 127-18-4 0 64742-47 8 0 UFCHazards frotal: i7oz I ALl,IRR,-OHH · frotal_: 16 oz I AL3, IRR, OHH -I frotal: 16.25 ozl AL3, IRR, OHH frotal: 140 oz I ALI, IRR, OHH LOSO Oral LOSO LCS0 Flash Skin Inhalation Point I - Boiling Point Page 9 of24 -----··-------·----.. --Callaway Golf B1:1ilding 8 Hazardous Materials Jnve,n.tory Classification 2261 Rutherford Road Carlsbad, CA 92008 m:Number MANUFACTURER UPC PRODUCT NAME Chemical /11gredie11ts Physical State I GAS · 1 0055 ARGON COMPRESSED GAS Cal/away004 AIRGAS argon 0055 ARGON COMPRESSED GAS Ca/laway095 AIR PRODUCTS AND CHEMICALS, INC. argon \JOSS ARGON/CARBON DIOXIDE COMPRESSED GAS Cal/away096 AIR PRODUCTS AND CHEMICALS, 1NC. 0145 ACETYLENE GAS Callaway094 PRAXAIR INC. acetylene· 0145 ACETYLENE GAS Ctillawayl29 PRAXAIR INC .. acety/en~ 0146 OXYGEN GAS Callaway] 11 PRAXAIR INC. oxygen 0146 OXYGEN GAS Cailaway130 PRAXAIR INC. oxygen 0148 NITROGEN, COMPRE$SED GAS Callaway/09 AIR PRODUCTS AND CHEMICALS, INC. © 2001, Schirmer Engineering Corporation CAS# % UFCHazards 1Qty2 ~ize336 luOMcu ft f!otal: 672 cu ftl NON 7440-37 1 99 1Qty6 ~ize336 IUOMcu ~ f!otal: 2016 cu ft NON 7440-37 1 99 IQty? ~ize336 IUOMcu ft f!otal: 1680 cu ft NON IQ•y 1 · ~izel03 looMcuft . f!otaii 103 cu ~1 FOG, UR2 74-862 JOO 1Qty2 ~ize 103 IUOM cu ft {!otal: 206 cu ftl FGG, UR2 .. 74-862 JOO 1Qcy2 ~ize247 1uol\ti:cu ft f!otal: 494 cu ftl OGG 7782-44 7 JOO IQty I ~ize 247 IUOM cti ft ~otal: 247 cu nl OGG 7782-44 7 JOO 1Qty2 ~ize45 IUOMcuft ~otal: 90 cu ft I NON I I LD50 Oral I I 11-Jnii-0J LD50 LC50 Flash $kin Inhalation Point I ] [ r I I Boiling Point ·I I Page 10 of24 -----·--· --------Callaway Golf Building 8 Hazardous k(aterials Inventory Classification 2261 Rutherford Road Carls.,,ad, CA .92008 ID Number MANUFACTURER UPC PRODUCT NAME LD50 Chemical Ingredie11ts CAS# % UFCHazards Oral Physical State I LIQUID I 0005 ACETONE IQty i ~ize5 luoMgal (!otal: 5 gal I FLIS, IRR I I Cal/away00J CROWN CHEMICAL CORPORATION Acetone 67-641 JOO 0005 ACETONE IQty i ~ize0.5 IUOMgal (!otal: 0.5 gal I FLIB, IRR I I Callawayl31 CROWN CHEMICAL CORPORATION Acetone 67-64 I JOO 0023 LOCTITE BLACK MAX 380 INSTANT ADHJ:lSIVE IQty 1 ~iz~2 luoMfl o:i; (!o~:il: 2 fl oz I CL3A; COR, WR1 I I -Callaway002 LOCTITE CORPORATION Ethyl Cyanoacrylate 7085-85 0 90 ethylene c.apolymer rubber 54545-50 5 12 Carbon, Black 1333-86 4 3 Benzenedicarboxylic Anhydride 85-44 9 1 HYDROQUJNONE 123-31 9 0.5 0(128 LOCTITE X-NMS CLEANUP SOLVENT FOR INSTANT IQty 1 ~izel luoMgal (!otai: 1 gal I FLIC,IRR I I Cal/away003 LOCTITE CORPORATION nitromethane 75-52 5 JOO Toluene 108-88 3 10 0084 DUPONT LACQUER THINNERS AND CLEANING S()LIQty I lsizel IUOMgal (!otal:" 1 gal I FLJB, IRR, OHH I I Callaway005 DUPONT CO. Toluene 108-88 3 13 solvent naptha (petroleum), medium aliphatic 64742-88 7 13 0130 TAP MAGIC ORIGINAL CUTTING OIL 1Qty6 ~ize16 !uoMfl oz !Total: 96 fl oz I IRR, OHH I I Callaway006. THE STECO CORP methyl chloroform 71-55 6 90 vegetable oil, essential 104-55 2 3 petroleum oil, aliphatic 68815-10 1 3 dimethoxymethane 109-87 5 3 Butylene oxide 106-88 7 3 t-butanol 75-65 0 3 © 2001, Schirmer Engineering Corporation LD50 Skin ---· -ll-J11n-0l LC50 Flash Boiling Inhalation Point Point I I -15 I 133 I I -15 I 133 I I I 1?0 I I I I 90 I I 73 I 129 I I I ·I Page 11 of24 -------------· --· Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad~ CA 92008 ID Number ~ANUFACTURER UPC PRODUCT NAME Chemical l,1c_rediei1ts. CAS# % 0i67 STARRETT CLEANER jQty 1 ~izel jUOMgal Callaway007 SURRY CHEMICALS, INC. Dipropylene Glycol Monobutyl Ether 34590-94 8 2 nonionic surfactants 68131-408 1 potassium hydroxide,. 5.8% aqueous 1310-58 3 0.5 Tetrasodium Salt 64-02 8 0.25 Direct Red 243 52953-36 3 0.01 0660 GI-IOOOA SILICONE jQty 1 ~izel luoMgal Callaway009 SILICONES, INC polymeric ethyl silicate 68412-37 3 0 ethyl silicate 78-10 4 0 0673 ELMER'S CARPENTERS WOOD GLUE jQty 1 ~ize12 juoMfl oz Callawayl03 BORDEN, INC. 0706 LOCTITE PNEUMATIC/HYDRAULIC SEAL 545 THRE jQty 1 ~ize 1.69 juoM fl oz Callaway012 LOC:rITE CORPORATION polyglycol diotanoate 18268-70 7 45 hydroxyalkyl methac,ylate 86{!-77 9 25 polyglycol dimethac,ylate 25852-47 5 25 cumene hydroperoxide 80-15 9 5 n.n-dialkyltoluidines 613-48 9 3 Silica, amorphous, fumed. c,ystalline free 112945-52 5 1 Saccharine 81-07 2 1 maleic acid 110-16 7 1 l-Acetyl-2-phenylhydrazine 114-83 0 J 0712 70% ISOPROPYL ALCOHOL, RUBBING jQty 1 ~izel6 IUOMfl oz Callaway089 CUMBERLAND-PERRIGO MANUFACTURING isopropyl alcohol 67-63 0 70 0763 F-720 PLASTI-DIP IQty 1 lsize 1 IUOMgal Callaway013 P.D.I. INC. naptha (petroleum), hydrotreated heavy 64742-48 9 37 n-Hexane 110-54 3 18.5 Toluene 108-88 3 14.8 Methyl Ethyl Ketone 78-93 3 3.7 © 2001, Schirmer Engineering Corporation UFC Hazards (!otal: 1 gal .. l IRR, OHH, SEN f!:otal: 1 gal I CI..3B, IRR, OHH f!:otal: p .fl oz j IRR [otal: 1.69 fl o) CL3B, SEN (!otal: 16 fl oz j FL! C, IRR (!otal: 1 gal I FLIB,IRR LD50 Oral LD50 Skin --·--ll-Jun-01 LC50 Flash Boiling ·Point Inhalation· Point ] I 208 200 2 I 151 Page 12 of24 ------------·---Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUF;\.CTURER UPC PRODUCT ~AME Chemical Inf;!edie11ts 0802 Callawayl04 FAMOWOOD PUTTY (ALL COLORS) 11824 Callaway018 0824 Callaway019 ECLECTIC PRODUCTS INC. Aceto11e Methyl Ethyl Keto11e isopropyt alcohol Lt. Aliphatic Petroleum Distillate Zillc Stearate LPS TAPMATIC#l GOLD LPS LABORATORIES Milleral Spirits ol efl11 sulfide dialky/p11yllphosphorous acidla~kyl alka11olami11e LPS TAPMATIC #1 GOLD LPS LABORATORIES Mineral Spirits olefl11 sulfide dialkylp11yl/phosphoro11s acid/alkyl alka11olami11e 0877 DP-420 EPOXY PART "A" Callaway021 3M 0955 Callaway022 4. 7, I 0-trioxatridecane-1, 13-diamine Trade Secret epoxy resin Silica, Amorphous Hydrated 2. 4, 6-Tri(dimethylami11omethyl)phe11ol ISOPROPYL ALCOHOL 99% ANHYDROUS CROWN CHEMICAL CORPORATION isopropyl alcohol 0955 ISOPROPYL ALCOHOL 99% ANHYDROUS Callaway133 CROWN CHEMICAL CORPORATION isopropyl alcohol 0955 ISOPROPYL ALCOHOL 99% ANHYDROUS Callaway134 CROWN CHEMICAL CORPORATION isopropyl alcohol © 2001, Schirmer Engineering Corporation CAS# IQty I ~ize6 67-641 78-93 3 67-63 0 64742-898 557-051 1Qty2 ~izel6 64742-52 5 141808-04 0 !Qty I. ~izel 64742-52 5 141808-04 0 !Qty I ~ize5 4246-51 9 0-0 0 25068-38 6 7631-869 90-72 2 IQty I ~ize5 67-63 0 IQty I ~ize0.5 67-63 0 !Qty I ~ize0.5 67-63 0 % IUOMfl oz 8 8 5 5 1 IUOMfl oz 80 5 5 . !UOMgal 80 5 5 !UOMgal 60 30 JO 7 5 IUOMgal 99 IUOMgal 99 IUOMgal 99 UFCHazards frotal: 6 fl oz I FLIB, IRR, OHH frotal: 32 fl oz I CL3B, IRR frotal: I gal I CL3B, IRR {rofal: 5 gal l CL3B, IRR, !Total: 5 gal I FLIB,,IRR frotal: 0.5 gal I FLIB, IRR (rotal: 0.5 gal I FLIB, IRR l LD50 Oral LOSO Skin ----ll-Ju11-0l Lq0 Flash Inhalation Point [ .20 300 .I 300 340 I 53 53 53 Boiling Point 133 ~' 180 180 Page 13 of24 ------· --·-----· -- ID Number UPC 1188 Callaway099 1251 Callaway025 Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Ru(herfo'rd'Road Carlsbad, CA 92008 MANUFACTURER PRODUCT NAME LDS0 Chemical I11gredie11ts CAS# % UFCHazards Oral CHEMSTRIP PAINT, VARNISH, GASKET REMOVER IQty 5 ~izel5 II;JOMfl oz frotal: 75 fl oz I COR, OHH I I CHEMSEARCH (DIV OF NCH CORP) isopropyl alcohol 67-63 0 0 Methanol 67-561 0 Dichloromethane 75-092 0 ND-165 DEGREASING SOLVENT lgtyi ~ize2 IUOMgal frotal: 4 gal I IRR I I CHEMSEARCH (DIV OF NCH CORP) 2,6,8-trimethyl-4nonyloxypolyethyleneoxyethanol 60828-78 6 0 tripropylene glycol monomethyl eth~r 20324-33 8 0 Sodium Silicate 6834-92 0 0 LDS0 · Skin ----ll-Jun-01, LCS0 Flash Boiling Inhalation Point Point I I I 103 1365 . GOLF CLUB WIPE #2 IQty i ~ize5 luoMfl oz frotal: 5 fl oz I FLlB, IRR, OHH ~,-1--,--,-20-l-171 Callilway026 CROWN CHEMICAL CORPORATION Lt. Aliphatic Petroleum Distillate 64742-898 68.5 Methyl Isobutyl Ketone 108-101 31.5 Ethanol 64-17 5 31.5 1393 _ V.M. & P: NAPHTHA (POL YURETHA:Ng FINISH) !Qty I ~ize5 luoM-gal frot~I: 5 gal I CAR, FLlB, IRR, OHH I I I I 20 I 208 Ca/laway027 CROWN CHEMICAL CORPORATION Lt. Aliphatic Petroleum Distillate 64742-898 JO Heptane 142-82 5 1.8 Bem;ene 71-43 2 0 Toluene 108-88 3 0 1393 V.M. & P. NAPHTHA (POLYURETHANE FINISH) IQty i ~ize0.5 IUOMgal frotal: Q.5 gal I CAR, FLlB, IRR OHH I I I I 20 I 208 Ca/lawayl32 CROWN CHEMICAL CORPORATION Lt. Aliphatic Petroleum Distillate 64742-898 JO Heptane 142-82 5 1.8 Benzene 71-43 2 0 Toluene 108-88 3 0 1442 MESAMOLL (AROMA TIC SULFONIC ESTER) IQty I ~ize8 luoMfl oz frotal: 8 fl oz I NON Callaway028 LIQUID CONTROL CORPORATION S11/fo11ic acids 70775-94 9 100 © 200 I, Schirmer Engineering Corporation Page 14 of24 ------------------Callaway-Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER. UPC PRODUCTNAME Chemical lnE!'edients 1607 !PS WELD-ON#16FORACRYLIC Cal/away030 !PS CORPORATION 1619 Cal/away102 1673 Cal/away031 1674 Cal/away032 Dichloromethane · Methyl Ethyl Ketone Methyl methacrylate DTL876E ACRYLIC LACQUER THINNER PPG INDUSTRIES Acetone Xylene petroleuin distal/ates Afethoxy Propanp/ Acetate isopropy/ alcohol ethyl benzene RP 3262 RESIN.(EPOXY) CIBA SPECIALTY CHEMICALS Bisphenol A0epichforohydrili copolymer butyl glycidyl ether RP 3262 HARDENER (CASTING) CIBA SPECIALTY CHEMICALS phenol, 4-4'-(l-methy/ethylidene)bi~-. polymer triethylene tetramine polymer with-methyl oxirane triethylenetetr_amine CAS# % !Qty 2 §ize 1.5 IUOMfl oz . 75-092 78-9$ 3 80-62 6 45 27 1 UFCHazards frotal: 3 fl oz I FLIB, IRR, OHH IQty 1 §izel IUOM qt frotal: 1 qt I FLIB, IRR, OHH 67-64 1 1330-20 7 64741-84 0 108-65 6 67-63 0 40 30 20 10 5 100-41 4 5 IQty l ~ize5 IUOMgal 25068-38 6 2426-08 6 ·O 0 !Qty 1 §ize5 IUOMgal 68610-56 0 68441-70 3 Jl2a24 3 0 0 0 frotal: 5 gal I CL3A, IRR, OHH frotal: 5 gal I CL3B, COR, SEN Diethyle11etriamine 111-40 0 0 LD50 LD50 Oral Skin I I --- LC50 Inhalation ll-J,m-01 Flash Boiling Point Point 21 I 104 11 133 160 229 - 1765 ACE MUL TIP_URPOSE FLOOR COVERING ADHESIVE IQty I §ize I IUOM gal frotal: 1 gal I CL3B, IRR I l I I 200 I I Callaway091 FRANKLIN INTERNATIONAL © 2001, Schirmer Engineering Corporation Page 15 of24 ---------------Callaway Golf Building 8 Hazardous Materials I,nventory Classification 2261 Rutherford'Road Carlsb~d, CA. 92008 ID Number 'MANUFACTURER UPC PRODUCT NAME LD50 Chemical ln,:_redie11ts CAS#. % UFC:::Hazards Oral 1822 DEFT 27X37 CLEAR WOOD FINJSH GLOSS IQty T ~ize 12.3. luOMfl 92 trotal: 12.25 fl 4zFL1B, IRR, OHH I I CallawayI00 DEFT,INC. Stoddard.solvent 8052-413 20 Ethylene Glycol Monobutyl Ether 111-762 JO Methyl n-Amyl Ketone 1lQ-430 JO Jsobutyl Jsobutyrate 97-85 8 JO Lt. Aliphatic Petroleum Distillate 64742-898 JO B11toxyethimol 'llcetate 112-07 2 5 1-butr,nol 71-363 5 isopropyl alcohol 67-63 0 5 Xylene 1330-20 7 5 Jsobutyl Alcohol 78-83 1 1 ethyl benzene 100-414 1 1833 LOCITE REMOYEABLE THREAD LOCKER 242 1Qty4 ~ize0.34 IUOMfl oz trotal: 1.36 fl o} CL3B, IRR, OHH, SEN I I Callaway037 LOCTITE CORPORATION polyglycol dimethac,ylate 25852-47 5 65 polyglycol oleate 9004-96 0 30 Saccharine 81-07 2 5 S;iica, amorpho1,1s, }imied, crystalline free 112945-52 5 3 Propylel!e Glycol 57°55 6 3 c11mene hjJdroperoxide 80-15 9 3 n,n-dialkyltoluidjnes 613-48 9 1 Titanium Dioxide 13463-67 7 0.5 2106 STEE):., BLUE DX-100 TRANSPARENT LAYOUT FLUI IQty I ~izeli luoMfl oz lfotal: 12 fl oz I 'FLlB, IRR, OHH I I Callaway041 ITW FLUID PRODUCTS GROUP . Butyl acetate 123-86 4 50 Ethanol 64-17 5 50 propyl acetate 109-60 4 5 1-butanol 71-36 3 5 Celluose nitrate 9004-700 5 isopropyl alcohol 67-63 0 5 © 200 I, Schirmer Engineering Corporation LD50 Skin ---·--l1-Ju11~0l LC50 Flash Boiling Inhalation Point Point I I 53 I 181 I 1 · 200 I I I I 53 I 163 Page 16 of24 --· -------------Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC PRODUCT NAME UPC Hazards LD50 Chemical I11g_redie11ts GAS# % Oral 2106 STEEL BLUE DX-I 00 TRANSPARENT LAYOUT FLlJl IQty 5 ~ize12 luoMfl oz (!:otal: 60,fl oz I FLIB, IRR.,'OHH I I Callawayl19 ITW FLUID .PRODUCTS GROUP Butyl acetate ]23-86 4 50 Ethanol 64-17 5 50· propy/ acetate 109-60 4 5 l~butanol 71-36 3 5 Celluose nitrate 9004-700 5 isopropyl alcohol 67-63 0 5 2547 ZERO CHARGE ANTI-STAT STATIC DISSIPATOR IQty i ~izel IUOMqt (!:otal: 1 qt I l~,OHH I I Callaway044 TECH SPRAY Ethanol 64-17 5 JO quaternary ammonium compounds 68071-95 4 5 isopropy/.alcohol 67-63 0 0.7 Methanol 67-561 0.3 2548 MOBIL 1 SYNTHETIC GREASE IQtr I ~izel luoMgal (!:otal:-1 gal· I_CL3B I I Calltiwily045 MOBIL OIL CORPORATION Pentanedioic Acid, Monomethyl 64601-12 3 0 Hexanedioic Acid, Monomethyl Ester, Lithium Salt 64601-11 2 0 lithium 12-hydroxystearate 7620-771 0 Lithium Hydroxide 1310-65 2 0 2549 MOBILITH A W-2 INDUSTRIAL GREASE 1Qty2 ~ize14 IUOMfl oz (!:otal; 28 f) oz 1· CL3J:l I I Callaway046 MOBIL OIL CORPORATION 2554 KILZ ALKYD RESIN PRIMER IQty 1 ~ize13 IUOMfl oz l±otal: 13 fl oz I FLIB, IRR, OHH I I Callaway047 MASTERCHEM INDUSTRIES, INC. Magnesium Silicate 14807-96 6 30 Alkyd Resin 71243-64 6 25 Lt. Aliphatic Petroleum Distillate 64742-898 21.29 Titanium dioxide 13463-67 7 15 solvent naptha (petroleum), medium aliphatic 64742-88 7 14.94 © 2001, Schirmer Engineering Corporation LD50 Skin ----11-Jun-OJ LCSQ Flash Boiling Inhalation Point Point I I 53 I 163 I I I I I 400 I I 400 I I 70 I 240 Page 17 of24 ----------· -----11111 Callaway Golf Building 8 Jlazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUFACTURER UPC PRODl]CT NAME LD50 Chemical Ing_redients CAS# % UFCHazards Oral 2581 LOCTITE 290 THREADLOCK:ER IQty 5 ~ize0.34 juoM;fl 9z . (!otal: 1.7 fl°oz I CL3B, SEN I I Calltiway051 LOCTITE CORPORATION po/yglyco/ dimethacry/ate 25852°47 5 R5 cumene hydroperoxide 80s]5 9 5 Saccharine 81-07 2 3 n,n-dialkylto/uidines 613-48 9 1 2584 .FL-70 DETERGENT BIODEGRADABLE jQty 1 ~izel juoMgai (!otal: 1 gal I IRR,OHH I I Callaway052 FISHER SCIENTIFIC COMPANY Sodium Carbonate 497-19.8 3 o/eicacid 112-801 3 nonionic surfactants 68131-408 1.8 Tetrasodium Salt 64-02 8 1.4 Triethanolamine 102-716 1.3 polyethylene glycol 25322-68 3 1 2585 EP 811 PT "A" EPOXY jQty 1 ~ize5 · jliOMgal (!otal: 5 gal j CL3B,OHH I I Callaway053 INNQVATIVE RESIN SYSTEMS, INC Bispheno/ A-epich/orohydrin copolymer 25068-38 6 75 Kaolin 1332-58 7 31 Silica, Amorphous Hydrated 7631-86 9 4 2586 EP 811 PT 11811 POLY AMIDE IQty 1 ~ize5 IUOMgal (!otal: 5 gal I COR I I Callaway054 INNOVATIVE RESIN SYSTEMS, INC Kaolin 1332-58 7 35 Silica, Amorphous Hydrated 7631-869 4 Titanium Dioxide 13463-67 7 2 2600 MOBILUBE HD 80W-90 jQty I ~ize2.5 luoMgaI (!otal: 2.5 gal I CL3B I I Calla1vay055 MOBIL OIL CORPORATION 2601 SHER-WOOD SHADING BASES/PENETRATING STAI jQty 2 ~ize5 IUOM_gal !Total: 10 gal I FLlB,IRR I I Cal/awayl16 SHERWIN-WILLIAMS COMPANY Toluene 108-88 3 60 © 2001, Schirmer Engineering Corporation LD50 Skin ----il-Jun-Oi · LC50 Flash Boiling Inhalation Point Point I I 200 ·1 I_ I j I I 300 : I I I I 450 I I 327 I I 38 I 222 Page 18 of24 -----·---------- ID Number UPC 2602 Callaway115 2700 Callaway II? 2815 Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 MANUFACTURER PRODUCT NAME LD50 Chemical l11g_redie11ts CAS# % UFCHazards Oral SHER-WOOD CONVERSION VARNISH 1Qty4 ~izel .1UO\\fqt {!otal: 4 qt I <;;AR, FLIB, IRR, OHH I I SHERWIN-WILLIAMS COMPANY Xylene 1330-20 7 23 Toluene. 108-88 3 11 Isobutyl Alcohol 78-83 1 9 Ethanol 64-17 5 .8 ethyl benzene 100-41 4 4 Formaldehyde 50-00 0 0.7 SHERWINsWILLIAMS POLANE REDUCERS 1Qty3· ~izel IUOMpt {!otal: 3 pt I FLIB,IRR I I SHERWIN-WILLIAMS COMPANY Butyl acetate 123-86 4 28 Isopropyl Acetqte 108-2! 4 27 Methyl Ethyl ~etone 78-93 3 25 Toluene 108-88 3 20 SHELL VAL VA TAJ OIL 460 IQty i ~ize5 · _ l~OMgal {!otaJ': 5 gal I CL3B, lRR, OHH . I I Callaway056. SHE.LL INTERNATIONAL CHEMICAL COMP AN Petroleum Lubricating Oil 64742-57 0 95 vegetable oil 68153-811 5 2840 COLOR GUARD TOUGH RUBBER COA 11NG IQty 1 ~izel luoMgal {!otal: 1 gal I FLIB, IRR I I Ca/laway058 LOCTITE!· CORPORATION naptha (petroleum), hydrotreated heavy 64742-48 9 35 ' Styrene Polymer 66070-58 4 30 'Toluene 108-88 3 20 n-Hexane 110-54 3 20 Methyl Ethyl Ketone 78-93 3 JO 2843 CHEVRON CYLINDER OIL W ISO 460 IQty 1 lsize5 IUOMgal l!otal: 5 gal ICL3B I I Ca/laway059 CHEVRON PRODUCTS COMPANY residues vacuum 64741-56 6 0 heavy parafinnic vacuum distillate 64742-16 1 0 deasphalted residuum 64741-95 3 0 residual oils solvent refined 64742-01 4 0 2879 TELLUS OIL 46 !Qty I lsize5 luoMgal jTotal: 5 gal I CL3B,IRR Ca/laway060 EQUILON ENTERPRISES LLC PRODUCT STEW © 2001, Schirmer Engineering Corporation LD50 Skin ----ll-Jun-01 LC50 Flash Boiling Inhalation Point Point I I 37 I 172 ' -. I 21 I -i74 I' I 480 I I 2 I 151 I I 525 Page 19 of24 --------·-· ----.. --Callaway Golf Building 8 Hazardou$ Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 9i008 ID Number MANUFACTURER UPC PRODUCT NAME LOSO Chemical Ins_redients CAS# % UFCHazards Oral 2931 AIRLUBE IOW-NR IQty I ~izel IUOMgal (!otal: 1 gal I CAR,.CL3B, IRR I .I Calla)fay064 NFO TECHNOLOGIES INC Highly Refined Naphthenic Oil 64742-53 6 0 Mineral Spirits 64742-52 5 0 2949 SSR ULTRA COOLANT AIR COMPRESSOR LUBRICA IQty I ~izel luoMqt (!otal: I qt I CL3B_ I 4000 I Callaway067 INGERSOLL-RAND CO. 2963 SKID-NO-MORE RUBBERIZED NON-SKID COATING IQty .1 ~izel IUOMgal (!otal: 1 gal I IRR I I Callaway118 FIBRE GLASS EVERCOAT CO., INC. Magnesium Silicate 14807-96 6 JO 2972 BONDO GLAZING & SPOT PUTTY 1Qty2 ~ize4.~ luoMfl oz (!otal: 9 fl.oz I FLIB, IRR, OHH I I Callaway097 DYNATRON/BONDO CORPORATION , Proprietary 0-0 0 0 3006 DIBUTY:L PHT.HALATE (SHUR-GRIP ADHESIVE) IQty 1 ~i:iel luoMgal' · l!otai: · 1 gal 1· CL3B,IRR I I Callaway IOI -SHUR-GRIP ADHESIVES Dibutylphthalate 84-74 2 JOO 3017 JASCO PREMIUM PAINT & EPOXY REMOVER !Qty i lsizel. lm;>Mgal _[!otal: 1 gal I CAR, COR, OHH I . I Callaway106 JASCO CHEMICALS Dichloromethane 75-092 82.38 Methanol 67-561 JO Deodorized kerosene . 64742-967 3032 SHELL ALY ANIA EP GREASE 2 IQty r ~izel4.l IUOMfloz f!otal: 14.1 fl o4 CL3B, IRR I I Callaway068 SHELL OIL COMPANY Petroleum Lubricating Oil 64742-570 45 Mineral Spirits 64742-52 5 45 lithium 12-hydroxystearate 7620-77 I JO © 2001, Schirmer Engineering Corporation LOSO Skin ----ll-Ju11-0J LC50 Flash Boiling Inhalation Point Point I I ~25 I I 520 I I I I 63 I 129 I I 362 I 1-l . I I I I 430 Page 20 of24 -----· --------------Callaway Golf Building 8 Hazardous Materials Inventory Clllssijication 2261 Rutherford ~oad Carlsbad, CA 92008 IDN'l!~ber MANUFACTURER UPC PRODUCT NAME UFCHazards LD50 Che111ical I11g_redie11ts · G4S# % Oral 3046 AHS -320 (PT "A") EPOXY IQty1_ -~ize5 luoMgal (!otal: 5 gal I CL3B, IRR, SEN, URI I I Cal/away069 3M 4, 7, 10-trioxatridecane-l, 13-diamine 4246-51 9 60 Trade Secret 0-0 0 30 Bispheno/ A-epich/orohydrin copolymer 25068-38 6 JO 2, 4, 6-Tri(dimethylaminomethyl)phenol 90-72 2 7 Silica, Amorphous Hydrated 7631-86 9 7 Trade Secret 0-0 0 5 3047 AHS 320 (PT "B") EPOXY !Qty 1 ~ize5 IUOMgal (!otal: 5 gal I CL3B,OHH I I Calltiway070 3M Bisphenol A-epichlorohydrin copolymer 25068-38 6 100 methyl methacrylate-b11tadiene-styrene polymer 25053-092 30 Carbon, Black 1333-864 1 3-(trimethoxysilyl) propy/ glycidyl ether 2530-83 8 1 3109 HANGSTERFER'S S-500 METALWORKING FLUID IQty i ~ize5 . luoMgal (!otal: 5 gal I CAR, CL3B, IRR I I Cal/away071 HANGSTERFER'S LABO RA TORIES, INC. severely refined petroleum distillates (heavy) 64742-68 3 0 Highly Refined Naphthenic Oil 64742-53. 6 · 0 3161 DOW CORNING 1 I I VAL VE LUBRICANT &.SEALAN IQty 1 ~ize 14.1 lt.JoM fl oz (!otal: 14.1 fl o4 CL3B I I CaUaway073 DOW CHEMICAL CO. dimethyl-siloxane 63148-62 9 60 Poly( dimethylsiloxane 70131-67 8 13 Silica, 1,morphous Hydrated 7631-86 9 13 3163 DAPTEX LA TEX FOAM SEALANT (WHITE) IQty 1_ ~ize 12 IUO!VJ: fl oz frotal: 12 fl oz I ct2, JRR, OHH I Cal/away075 DAPlNC. isopropyl alcohol 67-63,0 5 . ethylene glycol 107-21 1 5 Acetic acid 108~05 4 0.2 3166 MOBIL I IOW-30 MOTOR OIL !Qty 2 ~ize5 luoMqt (!otaI: IO qt ICL3B Callaway076 MOBIL OIL CORPORATION 3167 NEUTRA GREEN CLEANING COMPOUND IQty 1 ~ize4 luoMfl oz (!otal: 4 fl oz I IRR Cal/away077 SHERWIN-WILLIAMS COMPANY © 2001, Schirm~r Engineering Corporation 11-Jun-01 LD50 LC50 Flash Boiling Skin Inhalation Point Point I I 340 I I I I 340 I I I I 340 I I 214 105 392 Page 21 of24 -------·-·---· --· ------·----Callaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 92008 ID Number MANUJ?ACTURER UPC PRODUCT NANJ:E Chemical lnJ:!edients 3182 Callaway107 LOCTITE NA VAL JELLY RUST DISSOLVER LOCTITE CORPORATION phosphoric acid, <80%solution Polysaccharide isopropy/ alcohol Sulfuric Acid Silica, amorph_ous, fi1med, crystalline free 3193 EQUIPMENT FLUSHING SOLVENT Callaway079 LOCTITE CORPORATION Dichloromethane 3224 LOCTITE ANTISEIZE . . Callaway080 LOCTITE CORPORATION 3257 PERCHLOROETHYLENE (A:LL GRADES) Callaway081 VULCAN CHEMICALS 3264 Callaway082 3270 Callaway084 3271 Call{lway085 Tetrachloroethylene IPS WELD-ON 3 FOR ACRYLIC JPS CORPORATION Dichloromethaize Tr,icli/orethylene .. Methyl methacr;rlate GI-ULTRA FAST CATALYST SILICONES, INC polymeric ethyl silicate ethyl silicate POWER TEAM HYDRAULIC FLUID SPX POWER TEAM -Solvent refined Heavy Paraffinic Oil oil, parajjinic, solvent refined material 3276 GREASE OUT SOLVENT DEGREASpR Callaway087 GLOBAL CHEMICAL Poly( oxy-1,2-ethanediyl)-alpha(non-phenyl)-omega(h d-Limonene © 2001, Schirmer Engineering Co11Joration CAS# % IQty i ~izel2 !UOMfioz 7664-38 2 30 11138-662 3 - 67-63 0 3 7664-93 9 1 112945-52 5 1 !Qty 1 ~ize16 !UOMfloz 75-092 JOO 1Qty3 ~ize8 . · !U<>Mfl oz !Qty 1 ~izel IUOMgal 127-18 4 JOO IQty i ~ize·I lfJOMpt 75-09 2 90 79-01 6 9 80-62 6 1 ·1Qty 1 ~izel IUO!\'Pb 68412-37 3 0 78-104 0 !Qty 1 ~izel luoMgal 64741-884 96 ., 64742-6~ 0 5 !Qty 1 ~ize 14.'1 juoM fl oz 9016-45 9 0 5989-27 5 0 UFCHazards (rota!: 12 fl oz ! IRR lJ;'otal: 16 fl oz l CAR, COR, OHH frot?I: 24 fl qz l FpB, IRR, OHH (rota!: 1 gal l CAR,'~RR fro_tal: 1 pt l CAR, COR, IRR; OHH (rota!: 1 lb I CL3B, IRR fi'otal: 1 gal I CL3B, IRR frotal: 14.1 fl oJ CL2, IRR I L '1,DSQ Oral I ll-J1111-0l LOSO . LCSO Flash Skin Inhalation Point I I 230 350 I I 112 Boiling Point I Page 22 of24 --------------- ID Number MANUFACTURER UPC PRODUCT NAME Chemical J11gredie11ts C(lllaway Golf Building 8 Hazardous Materials Inventory Classification 2261 Rutherford Road Carlsbad, CA 920()8 LDSO CAS# %, UFCHazards Oral Physical State I SOLID 0508 SUPER D DRY 'POWDER 1Qty2 ~ize20 luoMqt · ~otal: 40qt I NON I 3000 I Cal/away/20 AMEREX CORPORATION Sodium Chloride 7647-14 5 95 F11llers earth 8031-18 3 4 Hydrated Alumina Silicate 1318-94 1 2 Potassi11Jn Aluminum Silicate 12001-26 2 2 Amorphous Silica.Fumed 1.12926-0 8 1 Magnesiwn Stearate 557-04 0 1 1823 BONDO LIGHTWEIGHT BODY FILLERS IQty I ~ize15 luoMoz ~otal: 15 oz I CAR, IRR, URI I I Cal/away036 D):'NATRON/BONDO CORPORA TIOI>! Magnesi11m Silicate 14807-96 6 50 Unsaturated Polyester Re#n 26123-45 5 35 Styrene 100-42 5 18 ·1823 BONDO LIGHTWEIGHT BODY FILLERS IQty 1 ~izel IUO,Mlb ~otal: l'lb. I CAR, IRJl, lJRl I I Cal/away098 DYNA, TRON/B0NDO CORPORATION Magnesiwn Silicate 14807-96 6 50 Unsaturated Polyester Resin 26123-45 5 35 Styrene 100-42 5 18 2578 DEVCON ALUMINUM PUTTY (F) RESIN IQty 1 ~izel luoMlb ~otal: 1 lb I OHH Callaway050 ITWDEVCON Bisphenol A-epichlorohydrin copolymer 25068-38 6 40 crystalline silica 14808-60 7 1 2817 LUBRIPLATE 1200-2 LUBR1CATING GREASE IQty 1 ~izelO luoMoz !Total: 10 oz I IRR I I Callawayl08 LUBRIPLATE (DIV OF FISKE BROTHERS REFI 2932 COPPERMA TE PASTE SOLDERING FLUX IQty i ~izel luoMlb ~otal: i lb I IRR I 1· Callaway065 M.C. CANFIELD Petrolat11m 8009-03 8 50 Zinc chloride 7646-85 7 20 Ammonium chloride 12125-02 9 JO © 2001, Schirmer E;ngineering Corporation LDSO Skin .. ---11-iun-0J LCSO Flash Boiling Inhalation Point Point I J I I I I I I .I ·I I I Page 23 of .24 ---.. ----------------- ID Number MANUFACTURER UPC PRODUCT NAME Chemical Ing_rediei,ts Callaway Golf Building 8 Hazardous Materials Inventory·Classijication 2261 Rutherford Road Carlsbad, CA 92008 CAS# % UFCHazards LOSO Oral 11-Jun-01 LD50 LC50 Flas.h Skin Inhalation Point Boiling Point ~izel0.1 jUOMoz frotal: 10.1 oz j TRR 2933 748 NON-CORROSIVE SEALANT (SEALING COMPOUjQty} ~-~~ •v•• l~~n•v-fr-•-u •v•• v-I .. _, I I I I I I Ca/laway066 DOW CHEMICAL CO. Proprietary 3172 STRONG STEELRENEWEL COMPOSITE Callaway078 LPS LABORATORIES Iron Powder Bispheno/A-epichlorohydrin copolymer Magnesium Silicate Hydrophobic Silicon Dioxide, Amorphous BisphenoIF 3184 NOZZLE GEL Ca/lawayllO AIRGAS INC © 2001, Schirmer Engineering Corporation 0-00 [Qty 1 ~izel · 65997-195 · 25068-38 6 14807-96 6 67762-90 7 28064-14 4 jQty 1 ~izel 0 juoMlh (rota!: 1 lb I NON I 4so · I soo I 70 30 5 2 2 juoMib frotal: I lb I NON I I Page 24 of24 I I I I I I I 1· I I I I I I I I I I I APPENDIX D DILUTION VENTILATION CALCULATIONS I I I I I I I I I I I I I I I I I I I · DILUTION VENTILATION CALCULATIONS Manufacturing · Given: One five gallon bottle of acetone spilled and evaporated in 30 minutes. St = Safety Factor = 4 SG = Specific Gravity = 0.8 ER = Evaporc;1tion Rate = 40 pts/30 minutes MW = Molecular Weight= 58.04 · LEL = Lower Explosive Limit = 2.5% B = Temperature Constant = 1 for temperature up to 250°F Using the material balance ,equ?tion, the amount of air required to dilute one gallon of acetone to 25% of the LEL is as follows: Q= (403) (SG) (100) (ER) (SF)= 1185 cfm (MW) (LEL) (B) ' This is the required amount of ventilation air per minute needed to maintain the concentration of vapors below the lower ~xplosive limit.