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HomeMy WebLinkAbout1969 PALOMAR OAKS WAY; ; CB040267; PermitCity of Carlsbad - .. 1635 Faraday Av Carlsbad, CA 92008 63-10-2004 Commercial/Industrial Permit Permit No: CB040267 Building Inspection RequéstLine (760) 602-2725 Job Address: 1969 PALOMAR OAKS WY CBAD Permit Type: TI Sub Type: COMM Parcel No: 2130922000 Lot #: 0 Status: ISSUED Valuation: $0.00 Construction Type: NEW Applied: 01/27/2004 Occupancy Group: . Reference #: Entered By: SB Project Title: SCHUMACHER FIRE DAMAGE FAB & Plan Approved: 02/13/2004 INSTALL 1 BOILER PLATFORM Issued: 02/10/2004 Inspect Area: TP Plan Check#: Applicant: Owner: CA.COMFORT SYSTEMS USA AIR PRODUCTS&CHEMICALS INC C/OJCSCHUMACHERCO 1969 PALOMAR OAKS WAY 622 S VINEWOOD ST 92029 CARLSBAD CA 92009 737-7622 Building Permit $0.00 Meter Size AddI Building Permit Fee . $89.00 Add'l Red. Water Con. Fee $0.00 Plan Check . $0.00 Meter Fee $0.00 AddI Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee. $0.00 Strong Motion Fee $1.00 PFF . $0.00 Park Fee $0.00 PFF (CFD Fund) $0.00 LFM Fee . $0.00 License Tax $0.00 Bridge Fee $0.00 License Tax (CFD Fund) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee $0.00 BTD #3 Fee $0.00 Traffic Impact (CFD Fund) $0.00 Renewal Fee - $0.00 PLUMBING TOTAL $0.00 AddI Renewal Fee $0.00 ELECTRICAL TOTAL $0.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 .Meter Size Sewer Fee $0.00 AddI Pot. Water Con. Fee . $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $90.00 Total Fees: $90.00 TotalPayments ToDate: $90.00 Balance Due: $0.00 FINAL APPROVAL lnspector. Date: _____________ . Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you rhust follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that p'rocedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any - FOR OFFICE USE ONLY ERMITAPPUCATION PLAN CHECKNOO1 oj7 EST VAL. CITY OF CARLSBAD BUILDING DEPARTMENT ç,...., ' i w Plan Ck. Deposit. ... ., . .o1635.FaradayAve., Carlsbad, CA92008 • LVD alidated ate ______________ LtsPRoJECT INFORMATION - try Address (include Bid /Suite #1 Business Name (at this address) - -.-• '. 1AI4 Jbt( Legal Description : - - Lot No.- Subdivision-Name/Number ---t-- r" U i6- i KaisNbV. i4btal#df_uhits - ., •- - : •- -cOP Assessor's Parcel ,# 7 Existing Use . Proposed. Use'- - 7lRETh&!A 7 - - Descri tion York,_* - rSQ FT ".. #of Stories - # of Bedrooms - .... # of Bathrooms ca5. 'O/—. ' Name --..---.- - - ..- -. - Address - 5Z- Cty •. '--- Statè/Zf ' - TphonC P -. Fa x'# -" PAPPLttT ,Ccntractor E ?tf9LCtractor flo ncr E Agenj for IF (2 C1RT usA Vz2 '. (VJix' s-k-- pt4 41. 7Lp 137-7 ,Zz !Name .-,-- . . '. . Addrco, - City - State/Zip- Tclaphor e 14 RPERTYOWNER Name Addruss City Stat Zip Telephone one ArdE 4(Sec 7b3,1.5 Business and Professions Code Any City 0r,'County which requires a permit to construct alter improve demolish,'or repair anp structureprior to tg j issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of1the Contractor s License Law IChapter. 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 -a eged exemption Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a Civil penalty of not more than five hundred dollars l$50011 4tBA (ot2 7 r,7(oZZ Name ..t-, Address rç City 'iSV State/Zip ZT iTelephone # I ' State Lidens'e Lice'n.eClass -°- c Z/- 'Cif, Buiness'Licénsè #Ji t 1 l ç - 7g. ..-'C/' '-: • :; Designer Name , Address City - State/Zip, Telephone .State License # -t w, . a. . . . . . Jfr-____ Workers Compensation Declaration: I her-by affirm under perialty of pci cry one of thefollowing deddrations - . ,, 4' _i_•--'_ .-- 3' C . 1., . 0-. I have and will maintain certificate oLconsentto - self-iiiüre tor,,wokers' cornensatidn'as provided by Section. 3700 of the.LaborCode, forthe performance .- of the work for which this permit is issued. -I have and will maintain workers' compensation, as-require ction 3700-of the-Labor Code for the-performance of thework 'for which this ernit is issued. My worker's compensation insurance carrier and policy number are: Expiration Dater (THIS SECTION-NEED NOT BE COMPLETED IF THE-PERMIT IS FOR ONE HUNDRED DOLLARS [$100100 LESS) - -- - '- '- -c- - - CERTIFICATE OF EXEMPTION: Icertify that in the-performance of the work for whihrthikp'ermitiC isued,-1 shall maner&s t6become subject to the Workers Compensation Laws of California I - ZWARNING: -Failure-to secure 'workers' compensation- covérage-is-unlawful;--and -shall subject an to rimkiaI penalties a,d ciji1 fin up to- or -hun&ed - - " -thousanddiiT$1-Q0.000), in addition to the'cost of compensation, damages as provided for in Section 3706-of the Labor code, interest and attorney's fees. SIGNA4-7 TURE 1&2 ieeTQ(J4.— " DATE 1 L1 _b74_. - -'- 4OWNERBUthER DECLARAf1 L- - - I hereby affirm that I am exempt from the Contractor Men se Lay, for the following reason: -' - -.-- --- - - - i--• - - If '0 I as owner of the property or my employees with wages as their sole compens'tion 'ill do the work and the structure is not intended oroffered for sale 4)Sec 7044 Business and Professions Code The Contractors License Lawtdoes not aply 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 (i 0501d-within .one year:of completion, the owner-builder will have-the burden of proving that he did not build orimprove-for--the-purpdsêof dale).- C] I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The ,.Contractor's License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) - 0 I am exempt under Section Business and Professions Code for this reason 1 l personally plan to provide the major labor and materials for construction of the proposed property improvement..,[:] YES []NO 2 I (have / have not)5,gned an applicati6n for a building permit for th proposed work".' ,.I havecontracted- with the,followingperson(firm) to providethe proposed construction,(include.name / address/ phonênu'iiiber./ in' /,contra ,4.7-. 1 -plan to proidëóios'bf workbul'hàve hind the- followig rsón fo dordinte, sueriê and prdvide t majwól( (inud addrii/ phone 4 number / contractors license number) I" 5. I will provide some of the work; but I have contracted (hired) the following persons to provide the work indicated (include name. address / pho'ne number /tye -óf'work): _' - - -. --'i--- ---. - - -----.--- - ---- - --- - - - - -.----• -'----' - '- ---- --- ------------- - PROPERTY OWNER SIGNATURE - - DATE t - ' - ;Is the-applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk, man, 'andrpreventior program under Sections 25505 r25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? '-0--YES De.NO - - - '- - Is the applicant or future building occupant reuired to obtain a erit from the air pollution control district or air quality management district? DYES ONO Is the facility, to be constructed within 1,000 feet of the outer boundary of a school site? -, 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAYNOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE ii'REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR-POLLUTION CONTROL DISTRICT, - rE. CON.IQNENDINGENCy :1 hereby affirm that the is aconstruCtión' lending egeny frthr- perfoririari e of the Vork for wlCchtb' perrr'ti iui d (sec PS if Civil Code) -- - - - LENDER.sDN'A1E. - - ii-: - - LENDER'S ADDRESS ,r PLIICANTt"CERTIF] - I certify that I have read the application and statethat th above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances indState laws relatingtobuiIding'corstriiction: I herebyauthoriie representatives-.ofthe Cit' of tarls bad :to'enterupon theabove mentioned S. - - - property for inspection purposes. I ALSO AGREE'TO SAVE, INDEMNIFY AND- KEEP HARMLESS THE CITY 'OF CARLSBADAGAINST' ALL LIABILITIES, JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT -OSHA:' An OSHA permit is requirèd deep and demolition o co?itiuctih of's&uctues over 3'stories A height.' - ----------' - -' - - -EXPIRATION: -b Everyperrnit issued by theuilding Official-under the provisions-of this-Code shall expire-by-limitation-and become null and void if the-building-or work authorized by such permit us not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned -- - at-any timeafterthe-wor - om ced for-a period-of 180 dàys (Section 106:4:4 óniform1Building Code)" -- -' ---------------- - -- '-ti - - ----- '°- APPLICANTS ___________ r IATE I__2_'?_'-_,Id1_________________a - - -------- - - ' -'- -- '- ' '-WHITFiIe- YELLOW: ----------------------- - r -- ;.;-'--- City of Carlsbad Bldg Inspection Request For: 03/09/2004 Permit# CB040267 Inspector Assignment: TP • Title: SCHUMACHER FIRE DAMAGE FAB & Description: INSTALL 1 BOILER PLATFORM S Type: TI Sub Type: COMM Phone: 7607377622 Job Address: 1969 PALOMAR OAKS'WY Suite: Lot 0 Location: • Inspector / APPLICANT CA.COM FORT SYSTEMS USA Owner: AIR PRODUCTS&CHEMICALS INC Remarks: S Total Time: Requested By: -BILL Entered By: CHRISTINE CD Description Act Comment • 19 Final Structural • 29 • Final Plumbing 39 Final Electrical S S • 49 Final Mechanical • Associated PCRs/CVs PcR99220 ABANDOND REVISION-SCHUMACKER; AS BUILT REVISONS-SEE LIST IN FOLDER Inspection History Date Desäription Act lnsp Comments' 02/24/2004 35 Fixtures wc TP S 02/24/2004 • 44 Rough/Ducts/Dampers • NR TP RE-CONNECT NOT COMPLETE 02/17/2004 14 Frame/Steel/Bolting/Welding P1 TP BOILER PLATFORM OK 02/17/2004 15 Roof/Reroof wc TP INSPEdTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INS1ECTION CHkKL4ST Structural Steel - E].' H.s:Bolts -. .,' H.S. Bolts . Plans/Specs o Masohry Prisms ' - fl Conc. PSI . -- Clearances, •' ; o Concrete 0 Mortar/Grout 0 Grout PSI - 0 Positions E] Fireproofing 0 "Conc.Cylinders 0 Mortar PSI Sizes Other: FIELD 0 Fireproof - Steel. A53 0 Laps; 0 Other: 0 Other: - Elect/Wire E-7018 0 Consolidation E] Other: 0 Other: 0 Fireproof' Torque Ft.Lbs: 0 Other. 0 Other: ' Other: . Other: HE Other 0 Other 0 Other 0 Other. PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE FILLET WELDING'OF 4 TOTAL, 'PIPE,. COLUMNS TO CAP PLATES FOR MECHANICAL FRAME. COMPLETE. 4VVELDINGIS OBSERVED CERTIFIED WELDERS FOR PROPER WELD PROCEDURES TECHNIQUES ,- ... -. ... r .. • -, - -. 4,It . t 4 1 CERTIFICATION OF COMPLIANCE All reported work uless otherwise noted compIles p roved plans specifications and applicable sections of the building codes., This report vers thj of t orkinspeted and does not constitute opinion or project control Inspector MARIO BATTAGLIA Cert City of SD #350 / Signat e Eate Insp Date Day 1 2/17/04 Day 2 Day 3 Day 4 Day 5 Time Start 1200 t Time Stop` 230 - -- - - - - --. - --- -- -. •- - - -' •' Copies of report submitted to: -•.:' - , 44 4 -, . . . '.,• .. • • - -, ,,, .. , . - . ,, - . - ,. -. .• .4 . '- .,, 44 4' t - '4 - . '- • .4 -. .- -- .- . . - . 41' -' i 4 4 INSPECTION MATERIAL SAMPLIN,,.G QTY MATERIAL DESCRIPTION INSPECTION CI4ECKLIST Structural Steel 0 H S Bolts H.S. Bolts Plans/Specs o Masonry 0 Prisms ConcPSI 0 Clearances o Concrete fl Mortar/Grout El Grout PSI 0 Positions 0 Fireproofing 0 Conc Cylinders 0 Mortar PSI Sizes Other SHOP 0 Fireproof Steel A36 0 Laps M. Other 0 Other - 0 Elect/Wire 0 Consolidation ' 0 Other 0 Other 0 Fireproof 0 Torque Ft Lbs Other 0 Other 0 Other 0 Other 0 Other 0 Other 0 Other 0 Other Structural Inspections "A Special inspection company" 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax: (619) 749-5693, Cell: (619) 770-9559, Pager: (619) 907-3511 Inspection Report Project Name: SCHUMACHER BOILER PLATFORM Project Address:1969 PALOMAR OAKS WAY Architect: Engineer: DSI Contractor: CA COMFORT SYSTEMS USA Page: 1 of I Report #: 01 Permit #: CB040267 File #: N/A DSA#: N/A Other: 71 -INSPECTION. iON MA1RIAL SAMPLING 7-1 11,1 1 QTY MATERIAL DESCRIPTION I INSPECTION CHECKLIST Structural Steel E H.S. Bolts fl H.S. Bolts Plans/Specs o Masonry Prisms 0 Conc. PSI 0 Clearances Concrete 0 Mortar/Grout Grout PSI 0 Positions E] Fireproofing 0 Conc. Cylinders Mortar PSI Sizes Other: FIELD Fireproof Steel A53 0 Laps E] Other: Other: Elect/Wire E-7018 0 Consolidation E] Other: Other: Fireproof D Torque Ft.Lbs: E] Other: Other: Other: 0 Other: Other: J Other: 0 Other: 0 Other: FJtKl--UKMtU CON I INUOUS SPECIAL INSPECTION ON THE FILLET WELDING OF 4 TOTAL, 3" STD. PIPE COLUMNS TO (E) BEAM FLANGES AT ROOF LEVEL PER DETAIL 2, 2A/S2. WELDING OF NOTED ITEMS IS COMPLETE. OBSERVED CERTIFIED WELDERS FOR PROPER WELD PROCEDURES, TECHNIQUES. CERTIFICATION OF COMPLIANCE: All reported work, unless ot= ture pproved plans, specifications and applicable sections of the building codes. This re work inspected and does not constitute opinion or project control. Inspector: MARIO BATTAGLIA Cert: City of SD #350 2/10/04 Date Insp Date Day 1 2/10/04 Day 2 Day 3 Day 4 Day 5 Time Start: 9:30 Time Stop 1:00.** Copies of report submitted to - CiLvotCarisbail Final Building Insuection Dept: Building Engineering PIannin CMWD St UICFire). Plan Check #: Date: 03/09/2004 Permit #: CB040267 * Permit Type: TI Project Name: SCHUMACHER FIRE DAMAGE FAB & - Sub Type: COMM INSTALL I BOILER PLATFORM Address: 1969 PALOMAR OAKSWY Lot: 0 ContactPersón: BILL Phone: 7607377622 Sewer Dist: CA Water Dist:. CA Inspected Date By: 4 Inspected 7" -Approved: Disapproved: Inspected * - . -Date * By: - Inspected: Approved: Disapproved: Inspected - - Date By: - Inspected: ? Approved: Disapproved: Comments ... . .fr 1. .. . . .* . I I * I I TV, f EsGil Corpbrátion In 'Partners flip wit/i Govern rnent for Bui&fing Safety '. 'DATE: 2/9/04 ' DAELjANT ",.JURISDICTION: City of Carlsbad , i':, , 0 PLAN REVIEWER 0FILE PLAN CHECK NO.: M4-0267 . '. ' ,SET: I •, ' ' ' '. PROJECT ADDRESS: 1969 Palomar Oaks Way F :' PROJECT NAME: Schumacher Boiler Platform Replacement V The'pláns transmitted herewith have been corréctedwheranecessary and substantially comply with the jurisdiction's building codes. The. plans transmitted herewith will substantially comply with Vthe jurisdiction's build codes , when minor deficiencies identified in the remarks below are resolved and checked by building department staff. , ' V .. • . V LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list -and should be corrected ndresubmifted for a complete recheck. , 'V. • LII The check list trarsrriitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck E. Theapplicant's' copy of the check list has been sent to: 'V Esgil Corporation staff did not advise the applicant that the plan' check has been completed. LI Esgil Corporation staff did advise the applicant that the plan check has been completed " Person contacted Telephone # Date contacted: ' (by: V ) V ,, Fax #: V : Mail Telephone Fax . In Person 'REMARKS: Applicantto complete Special Inspection form for field welding and.attach'the: IVN enclosed City of'Carlsbad Polices and Procedures for Roof Mounted Equipment to the plan. -'By:,Doug Moody Enclosures Esgil C6rp6ration F V V L.GA' 0MB EI.EJ El PC. 1/29/04 , V V trnmO.dot - V:, V •V , 9320 Chesapeake Dnve Suite 208 • San Diego California 92123 • (858) 560-1468 • Fax (858)1 560-1576'- - V * V •' V , 'V. •-VV V - ' V . V ' City of Carlèbad 04-0267 2/9f04 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-0267 PREPARED BY: Doug Moody DATE: 2/9/04 BUILDING ADDRESS:.1969 Palomar Oaks Way BUILDING OCCUPANCY: Fl TYPE OF CONSTRUCTION: Unknown BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier. . Reg. Mod. VALUE ($) TI 126 30.00 3,780 Air Conditioning Fire Sprinklers TOTAL VALUE 3,780 Jurisdiction Code • cb By Ordinance - 1 1994 UBC Building Permit Fee' 1994 UBC Plan Check Fee Type of Review: - El Complete Review Structural Only - El Other El Repetitive Fee. - Repeats . rj Hourly. Hour * - Esgil Plan Review. Fee * - I. $29.951 • Comments: * - '- • Sheet1 of * - • macvalue.doc - - :- 62/1 /204 15:6 17E09666360 DIJNN SAVUIE PAGE 01 rw-uu4 IU je;)v en HY UK UANKLUAD FAX NO 760 602 8$5 - . P 04 City otCarsb4 04.O26 II 21/04 $PF1PCTIOI II• • PROGItAM ADLRSS OR L0hL DEC1I11ITIQN 114 -4------ - __ CHECK MILIMEW c %• jt— I, as the Owner, or eent of the ofl€F the spea1 Irtepeor). c4rt0y Mat t, or the areNtecumnaiAw of record, Will M Ibef3Igmp4oyhg the de nepec!cr(,) es ceCured by jrjform uu4tng Code (UBC) étan FfOP tie enh1NctOfl Droject lorAted at the site 3I$e abave. dgn 1O6.3. • IL • • Ii: ao - 1, u the IzCitiCt Of mead, certifi' by UBC Sation 106.3.S for t conçl p*p4 the fUowinj eeeta1 spenTc,n prvt,1 fta tfoeCI 1ce*ed t the ebure. •• I11 I? 1. U of vcoik rq*aIrtn p..II sells Copl1ei.. Prior to Fauft III 3trbay*l G.nerbta over 2300 Pq Pretu.d Cnnore Stttt&r.I Va00stry Designer apecad L Name(s) o1indMu&(e) orflnr4s k UCTrL k~ '1i'J Q. • ___________•_____.___________• — • — Field WeldIn. Hit?anth bon °*p5nMon1Epoxy iittow 3yOn-FIreroen DOth Me epectt lnepectons listed ees; 3 DutIes Of the £eeIel InzectOre we* I1ed above- AL 5 MO g iø6It m no cb 5ft td Wd:2 V2 t q 6PB.iL-: 'ON Xi sri suaisps i—jitcrD : wrjj - I - Carlsbad FireDepartment 040267 1635 Faraday Ave. : Fire Prevention Carlsbad, bA 92008 .• (760) 602-4660 Plan Revie* Requirements Category: iBbil-ain4 Piát Date of Report 02/03/2004 Reviewed by Name: CA COMFORT SYSTEMS . - Address: 622 S. Vinewbod.St. . .5 •. City, State: Escondido CA 92029 Plan Checker Job # 040267 p Job Name Schumacher Bldg # CB040267 t. .Job Address: 1969 Palomar Oaks Way, 'Ste. or Bldg'. -No'. Approved The item you have submitted-for revieW has been aproved. The approvalis. S based on plans, information and /or specifications provided in your submittal, therefpre '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 . S. attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements S - S D Approved The item you have submitted for review has5been approved subject to the Subject to attached c6nditions The aproval 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 improvenients-. Please resubmit to this office the necessaryL plans and / or specifications required to indicate compliance with alicable codes ad tandards. '-S E Incomplete The iteñi you have submitted for review is incomplete. At this time, this off ice - cannot adequately conduct a review to determine comliance with the applicable codes and / or standards.-Please review, carefully all comments - . . attached. Plëáse resubmit the necessary plans and specifications to. this office for review and apP. roial. - . - S • -' • . . • . Review .1st ________ 2nd 3rd ________ Other Aency ID FD Job # 040267 • FD FiIe# .' : • S S S. S • . S_SI 5 -S. 5- . - - - S S S • •S SS JOB CWUAE'r2 WWCIL PLAt2j DUNN SAVO1E INC. - SHEET NO. ' OF___________________ STRUCTURAL ENGINEERS PAI - 908 S.- Cleveland Street CALCULATED BY__ DATE OCEANSIDE,CA 92054 . PH. (760) 966-6355 FAX (760) 966-6360 bATE_____________ Email: dsi@surfdsi.com - SCALE - __cc -i - a. v . - L2) O!LYL e 2D TO -601 LCYL S Mdc- 3)t -rc cAE. -c-i 1r' 1LtThcLo 1EkPT,N t1 C HtJ&1 'IpJ L,-A,6 Y71 ,ç1 /c/I,M- 0ob .- . - • DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street 0CEANSIDE,CA 92054 PH. (760) 966.6355 FAX (760)'966-6360 Email: dsi@surfdsi.com JOB S'Qf"11%~&Rt\: SHEET NO. '2- OF__________________ CALCULATED BY_________________________ DATE CHECKED BY DATE SCALE 6JLW ( L-U4'v oL( IIJ 35pAAoL, /1PML- 3 ,. g .3 4' OlL.9f? 11 c' c71.) / PL 0.01u1. , to tL','i ftqA A-u&b i'i1( trc '' - _•).. l- - — c 0.- op "9,- Q, iç'4. f. • If o.- /j Ooc t • 04f -' i z.r'( 1fIt/Q ,l3P.-1,tL • e L eb (2& tc G - iaOi. Jf.* ' i ••••••••••••••• ,• 31 f•b • 1. 0L - O•_.• O.b9- DI P • 0 ?68 o Rhett Savoie From: Bill Tutty [BTutty©rmc2mechsys.com] Sent: Wednesday, January 21, 2004 9:03 AM To: Rhett Savoie Subject: . RE: ) Hello Rhett, I spoke with george @ Industrial Metal Sales 8 858 277-8200 the Aluminum Checker plate 'iS f.125 thk. the call out is 3003 H22 hope, thiè. will work. keep me posted. ..- .......-------.--.- ....- . Thank you Bill T . .11 9Gr' . --Original Message ----- From: Rhett Savoie [mailto:rhett@surfdsi.comj Sent: Tuesday, January 20, 2004 5:17 PM I To: Bill Tutty Subject: RE: hi Bill,' . . . . . regarding platform size. . .we could save on' some beams by making the platform edge the same as the edge of units or is it better to stick with the extra 12 inches all afound?? I am assuming you want the expanded metal grating (I am spec'ing for the McNichols catalogue) on the entire platform— please please confirm. let me know ASAP and Imay finish the drawings Wednesday!, thanks, Rhett --Original Message----- From: Bill Tutty [mailt,o:BTutty@rmc2mechsys.com] Sent: Friday, January 16, 204 4:20PM To: Rhett Savoie Subject: Hello Rhett, Just want to mention that the deck will be.@ the same height as the wood platform is. Plus the new 'platformwill be solid across the top, primed' and painted frame, with special inspection in shop and field ' 1st. phase of install, supply & install pipe columns / leg supports that weld to existing frame with pitch pockets and a mounting plate on top of .the leg support that will bolt to wide flange frame with cross members, what do you, think about 1/4" or 3/8" aluminum checker plate for deck material Let me know what you think. ' Thank you Bill T 0.1 (2v 310 4H ' .. • . £ b1 /' ' , ' • C - • - •' .•- 1 . - - ,, •., '1 .-. • To specify your title block on • • . Title: . .. •• •• . Job # five lines the SETTINGS , Dsgnr these use Date 6 35AM 22 JAN 04 main' menu selection, choose the . ..Description: -.:- Pnnting & Title Block tab and ent Scope your title block information Rev: 550100 .User: Kv.0802338 Yet 550.25.542001 •- Steel Beam Desinn - 4 . 'Page 1 • ' (o)1$83-200i ENERCALC Engineering Software ' -. '- - -- . - c:'.ec55ienercalc Description BI Boiler Platform unit edge joist 6 8ft General Information Cculations are desI9neoAiSC 9th Edition ASD and 9iUBC Requirements J Steel Section C6X8.2 .• •" • Fy . -. 36.00ks1 - Pinned-Pinned ",. • Load Duration Factor 1.00 - - -- . Center Span 6.80 It Bm Wt Added to Loads Elastic Modulus 29000 0ksi . Left Cant 0.00-ft LL & ST Act Together I Right Cant " 0 00 It Lu Unbraced Length - 0.00 ft ' Distributed Loads " #1 #2 • #3 #4 " #5 #6 #7 DL 0335 k/ft LL 0.015 ST - .'. .. k/ft' ... •,' k/ft • .. ,. 4 Start Location . -; 4 - , , - .•, 4 ft •, End Location ' i It Summafy f.4 Beam OK 4, . . . -• • ' - . ,. .., Static toad Case Governs Stress -. - . Using C6X8 2 section Span = 6 80ft Fy 36 Oks, ' End Fixity = Pinned Pinned Lu 0 00ft LDF = 1 000 I , . ', - , . Actual , . Allowable Moment 2 070 k ft 7 860 k ft Max Deflection -6.w in fb: Bending Stress, . 5.889 ksi.. .,21.600 ksi '. . Len ih/DL Oefl' - 1,877. 9' 1 g fblFb 0263 1 Length/(DL+LL Defi) 1,799.2 1 " Shear 11.218 k 17.280 k fv Shear Stresa .1.015 ksi 14400 ksi tvlFv 0.070 1 p 61 For6e & Stress Summary ";• 4 . ,'-' . -<<- These columns are Dead + Live Load placed as noted ->> ,- ,. . . '. . - . " . . • ' DL , 'Li- -, LL+ST . ' LL- '. LL+ST . . . - Maximum Only A Center 0 Center Q Cants Cants Max M+ 7 207kft 198 207 kft • ;Max.M - •' :' . .4.-. , .4 . • 4 k Max.'M @ Left • " •. .- - .. - • .• . .. . .• 4 . . -, . . . . - •. . k-ft' '1 - Uf -, Max M @ Right ,t , ... k ft , Shear @Left . •1.22k. .1.17 ..' 1.22 .. , •• . k r," • 4- Sh6a_r @RighV 1 22k 117 1 22 k 1- •. '4 Center Dell 0,045 In :0.043 -0 045 -0045 4 0.000, 0.000 in . . - Left Cant Doi -' . 0.000in. - . 0.000 --'0.000 0.000 .' 0.000 . . 0.000 In * Right Cant Dell 0.000 in 0000 0.00W,_ 0.000 0.000. 0.000 in ....Query . 0.000 ft '.0.000 . 0.090 •0.000 0.000 0.000 in 4. ,•-i 1 Reaction @ Left 4 . 122' .''1.17 -. --. :1.22, 4 11.22 , . .1 --. . k- . .ReactiontRt 1.22 --.1.17 1.22 122 ,' -+ . k . Fa cc d per 1.6-1, K'Ur 'C Cc - - .' . . 4 4 . - 1 Beam Passes 1.5.1.4.1, ara 1, 2,-4;&5, Fb = 0.66 Fy •. ",• 'i I. ' . . • . -. * ' : LSection Próperties'. 4 C6X8.2 • ' .•'• . , ' ,. •j Depth 6.000 Weight - 8.15 ft rxx-2336in -Width - . .. 1.92Dm '- l-xx • '--. ,13.10in4 r-yy ''' .0.537 in',-- WebThick 0.200 in . Iyy 069 in4 Flange Thickness , 0.343 in $ xx 4 367 in3 Area 2.40 " 2.40in2 .S-yi_''.'.'' •'0.492in3 . •,,;. .4 • I_ • • • - 4. - . .4 •I' ' .•' , . - . .. - . -. 4 4 . 4 - '.4 • 4.4 .' 1. -. •• . 4 - • . . - V .3 • . 4-.. 4 4. 1 P .4 44 • . r - , •.44..4 - • -. 4 -. •. ' . - . .4 3 '' ' ,' - .. 4 4 • , .4 ..- , 4- •s .' • . . 4...- ••- - . . 4 .. 7 . 4 4 . 4 4--, . . 4 :,.•I •. -. - - .4 '.. 4 ,•_• 4, 4 . . ''7 4 . '• - 4. . . • -r 4 . _, - , •. 4 7' • - - . - I , . 4 ' 4 , ' ' . . - .-, . . 4 •1 • •-t -: ' t•• . - ,,• ,• p .. - . • - -4 • .4 44 -• - .. - .•-- * - - - 1 _ • 4 ' -.4- .4, -'4 44.4 4 , 4. ',4• '-.44'. .4... ., •, - 3 - - • - 4 - 444- • ' '4 F'- . -. . • . .4, , . -, •• . L • - - 444 . ' 4,. - . 4 4-. • .• , 4 - t.4• - _ '4, .' 44". '4, -. '' .., -., ' s•_ £ ' 3: To specifyyourtitle block on' - Title: i.. ', -, ' Job# these five lines, use the SETTINGS Dsgnr Date 6 35AM 22 JAN 04 Description: ' main menu selection•, choose the Printing & Title Block tab, and ent Scope your title block information. el I Description 132 Boiler Platform joist 6 8ft General Information Calculations are designed toAlSC 9th Edition ASD and 1997 UBC Steel Section: C6X8.2 '- •.'' . .. Fy . 36.00ksi . -- - ,•, - 'Pinned-Pinned- $ Load Duration Factor' , p.1.00.. .6.80 ft Bm Wt. AddédtàLoads ''Elastic .3-Center.Span . Modulus 29,000.0ksi Left Cant. " - .0.00 ft..". '- LL&ST Act Together " Right Cant •, -0.00 ft '- Lu: Unbraced Length-' 6.80 ft '• , •. .,. - . ,. ,,. .- .. . . . . - - . , Distributed Loads - #1 #2. #3 , ;' #4 . '#5 - ' #6_. #7 ' - ' . . 4. .-. . DL' . ' - . -' 0.004 . -' . ' k/ft LL.',- .. 0.025 -.'' ,. ..' .. -'4,. ,klft ' ST ,. 1 1 kfft - Start Location ft End Location ' t ft Summary .. - :.:: Beam OK -' , , I , Static Load Case Governs Stress , Using C6X8 2 section Span = 6 80ft Fy 36 0ks1 I End Fixity = Pinned-Pinned, Lu 6.80ft, LD = 1.000 . 'Actual . 'Allowable Moment ' . .. 0.215 k-ft '. - ''i5.874 k-ft . Max. Deflection . -0.005in fb: Bending Stress . z 0.037: 16.141 ksl . Length/DL Dell 53027.6F: 1 - Length/(DL+LL Dell) 17,344.8','1- Shear 0128k 17280k fv: Shear Stress . - 0.105:ksi, 14.400 ksi fvlFv' ';0.007:'.i, Force& Stress Summary. t rj ' . . • ', ,' - , ., ' , ' . - <<-- These columns are Dead + Live Load placed as noted 1DL LL LL+ST LL LL+ST Maximum . Only , ." Center Center Cants - Cants . Max.'M+ '0.21k-ft . 0.07. 'r- '0.21 - '' k-ft ' • . Max. M - ' - . ••1 - . :, . k-ft Max. M © Left . * . , . . . . .' . . . , •. k-ft " A Max. M © Right"- . - - ' ' -- ".. k-ft' Shear @Left 013k 004 013 k - ' Shear © Right ''.0.13 k .. .0.04 . , - 0.13 - l , -, ' -; '' ' k . Center bell. • -0.005 in . .4002 '-0.005 -0.005 -' . 0.000 ' 0.000 in , Left Cant Dell - 0.000 in . , 0.000 ' 0.000 0.000 , , , 0.000 0.000 in -' Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...oueryDefl© ', 0.000 ft . 0.000, , - 0.000 "0.000 ' . 0.000 .'O.00O in -. -- . •. . . Reaction @ Left .-- .0.13 '0.04 ..O.13 ,0.13 - . . . . . ' r - ...k .' Reaction @Rt 0.13 .'- , - .0.04- ' -..0.13 0.13. . ' . . k Fa caic d per 1.5-2, KLJr> Cc ' lBeam Major Axis; Fb using 157Govems,Fb=12000CbAf/(Id) '.- iSection Properties C6X8 2 -- Depth ' •- , ' 6.000in .' .:Weight ' . .8.15#Ift- - r-xx . 2.336 in Width 1 920rn I xx 13.10 in4 r yy 0537 in Web Thick' . . 0.200 in - l-yy 0.69 in4 ' . . • - Flange Thickness * 0.343 in ' S-xx - . 4.367 in3 . - Area ' - 2.40 in2 S-yy ,, - 0.492 in3 ' '. . , .• . :'' - , . -• '. : • : ir $ - -. ' ..•• . ' 'I - . To specify iburtitle block on . - .,; ". Title: - '• 'i4; ,! . - ' Job # - these five lines', use the SETTINGS '• Dsgnr: •' . . . Date: 6:35AM, 22 JAN 04 Description : main menu 'selection, choose the •, '. ,, - l • : 41 - . ., Printing & Title Block tab, and ent ; Scope your title block information C e Rev 550100 . . .. . .jPage -2001 Ste&Beam De 'sign, )i9832OOiENERCALCEgmeJngSoftwere gn - .1 jobstschumathet Description B3 Boiler Platform joist 12 5ft , . 4_ ., , . . - t• . . "S. , I - . .* , . , ,. .. 4.' ,, *' . •, Generaflnformation qalc6latl,6ns iredesignecflo AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : ,C6X$.2 "- . Fy . '• 36.00ksi Pinned-Pinned' '. . Load Duration Factor - 1.00 Center Span- .' , 12.50 ft .Bm Wt. Added to Loads • -' '. Elastic Modulus . . 29,000.0ks1 ' -, Left Cant. ... 0.00 ft . LL & ST Act Together Right Cant . 0.00 It . • Lu Unbraced Length 1250 ft 5+ Distributed Loiads DL " 0.004 k/ft r" . LL " 0.025, . . .. - • . .' . '. - •, ' , r k/ft ST . •, -. '''. . '5 '. . '- ' '- - .. k/ft -. . Start Location ' , - . . . . , - , , -' ft . C End Location . , . --- - ' .- . , . . . .. , . . •--, • . ft Beam OK Static Load Case Governs Stress ng:C6X8.2sect1on;Span=12.50ft, Fy36,0ksi 7En Fixity = Pinned Pinned Lu = 12 50ft LDF = 1.000 Actual ''- . . Allowable Moments ' . , 0.726 k4t , ' 3.195k4t '.. .fb : Bending Stress . 1.994 kSi -. 8.781ksi .: , ' . Max. Deflection--- . -0.054 in ' . fb/ Fb . 0.227 :1 ' ,- , 9t • * . .. Len h/DLDefl 85369 1 Length/(DL+LLDefl) 2,792.3:1. -. Shear ' 0.232 k '' , 17.280 k fv: Shear Stress . . 0.194 ksi, ' ' .14.400 ksi fvIFv '. 0.013,:,1 - ,. .5 'I • 5. , Force Stress Summary I <<- These columns are Dead + Live Load placed as noted ->> ,DL ' LL . . LL+ST S - LL' ' LL+ST Maximum - Only , ' Center. Center' . , (i Cants ' .i Cants' Max: M + ' 0.73 k-ft " .0.24 073. , - , . - .• • k-ft . MaxM kft Max. M © Left .. .' . - ' ' . ,. k-ft - Max M©Right kft Shear @ Left . 0.23 k' - 0.08 . 0.23 . . . . k . , Shear @ Right .. ' 0.23 k .-., . 0.08 0.23 ' . . . k ,- C. 5 . CenteiDefl. .. O.Q54in ' -0.018 ' -0.054 -0.054 . 0.000 0.000 in'. Left Cant Defi 0000 In 0.000 0.000 0.000 0 000 0.000 in Right Cant Defi 0.000 in ' '-0.000 0.000 ' ' . 0.000 ' ' '0.000 . 0.000 in Query Defi © 0.000 ft 0.000 0.000 0.000 0.000" 0.000 in , . Reaction © Left . 0.23 '0.08 .' 0.2 '' ' 0.23 ', , ' . k .. 5- . .Reaction @Rt ' 0.23. 0.08 0.23, • ' 0.23. " , k Fa calc'd per 1.5-2; K*L/r> Cc - - : . • :-. '. 4 ' i'1 '•, . I Beam, Major Axis, Fbàsingl.5s7 Governs, Fb=12,000CbAfI(I*d) 'b . , . . I i. Section Properties C6X&2 S Depth ' - . . 6.000 in Weight ,.' -' ... ' 8.15 #/ft .'' r- 2.336 in ' ,Width .1.920m ,' ' i-xx - . •, 13.10 in4 ,' ryy '-- 0.537'mn', WebThich -, 0.200 in .' 'i-yy ., . 0.69in4 Flange Thickness . , 0.343 in ' .S- ' • - 4.3671n3 .Area , . ' 2.40 in2 S-yy . ' " 0.492 in3 , 5 ' •4 -. I •) . , , . , S ' 51 5 ' . ' ''5 •''.S.,1 ','_, I .' • .. . . -, '' •• .,,, ' 'S. , * . •'4_. '4• I's • - Title: .. - .. '- .Job#., . To specify your title b lock on these five lines, use the SETTINGS' Ds Date 635AM 22 JAN 04 - Description: main menu selection, choose the ' Printing & Title Block tab and ent 'P your title block Information. Rev.* 550100 • Steel Beam Desi . g 'Page 1 .. ' (o)1923.2001 ENERCALC Engineering Softwere' - Description B4 edge of unit bm 12 5ft - General Information Calcuiatlons are designed toAlSC 9th Edition ASD and 1997 UBC Steel Section: C6X13 - - •' '.. , - , , - 36.00ksi 4' Pinned Pinned ., Load Duration Factor 1100 Center Span . - ,12.50 ft .Bm Wt. Added toLoads Elastic Modulus .29,000.0ks1 Left Cant 0.00 ft LL & ST Act Together,I Right Cant - .0 .00 ft Lu Unbraced Length 3.50 ft - [Dustred Loads . '#1 , .#2 - #3 -, #4 #5 -• #6 - #7,'. -' DL 0.002 LL 0.013 "- ' ' •- . - - , 7 k/ft .; •• . k/ft - ST ,- •-" ' . 'J Start Location - , I' ' ft ft End Location * Point Loads' -. 'r -• Dead Load 1.170 . 1.170' 0.040 1.170, 1.170 k , k - - Live Load .' 0.050 0.050 0.090 " 0.050 0.050 - -. . Short,Term ' - . -• - - 5 - - , . - k , - - Location .1.500 4.960 , 6.210 7.460 11.000 ft -Summary r -. Beam OK HEM __________________ - ... : , . .-' - .. 'Static Load Case Governs Stress ' Using C6X13 section Span 1250ft Fy360ksi - .. End Fixity = Pinned-Pinned, Lu=3.50ft, LDF.1.000 Actual Allowable .. Moment ' , 8.882 k-ft ,.' .- '10.440 k-ft . Max. Deflection ' -0.490 in' ' - Ib: Bending Stress - 18.377 ksi p21.600 ksi . I -, 37... L - - ., Length/DL e .. - - - th I Fb - 0.851 : . ' - • Length/(DL+LL Deft) 306,4 :1 - Shear -' ' 2.688 k . ' ,37.757 k., I . fv: Shear Stres 1,025 ksi , , 14.400 ksi tv /FVr 0.071:1 Force & Stress Summary . -- -, • These columns are Dead + Le Load placed as noted >> DL IL LL+ST ' IL LL:'-ST • Maximum . 'Only . 00 Center• - Center " Cants' - Cants Max. MI • 8.88k-ft ,."8.02 ' .8.88 . . . k-ft' Max. M - - ' .. ' . ,--. - •' Max. M @ Left -- . - , , . . - . . . , , . . - . .' . " k-ft , . k-ft ' Max M @ Right - 4 k ft Shear@Left 69 2k 248 269 " k ShearRight' . 2.67k .. -.2.45 - .2.67.: - . k .' _ '5 Center Defi. ' -0.490 111 5 -0.445 ,. , - .4 .4 - - ._ -0.490 ' - ;-0.490 •. -• . 0.000 0.000_ in Left Cant Defl - . 0.000 in '. 0.000 ,' 0.000 - 0.000 0.000 - 0.000 in - Right Cant Deft ...' 0.000 in ' 0.000 - - 0.000 - , 0.000 . '0.000 . ' 0.000 in . ... Query Defl@ ' 0.000 ft - " 0.000 ' 0.000 0.000 . - 0.000 . . 0.000 in ' Reaction @ Left 2.69, 2 46 2.69 ' 2.69 k Reaction@Rt -, 2.67 - '. ''' 2.45... '2.67 . 2.67 . .". ' ' k Fa cab d per 1.6-2, K*LJr> Cc IBeam Major Axis, Fbusbngi 57Governs.4Fb12000CbAfl(l*d) I 4 5- .4 4,, .44_1 • -44 4 .. I - •, •.. -' . . . -I, - - 4 - .. - ,... Ii. ''. ... 4 -- - .-: -- -, .4 S - . . -' , ,.4 S 55. - I. •r , Cl 4 .•. I . 4 - •__._I, . S.. . . '' .' - .5 . . . .. . . S. 'l ,. ,.'d , - • V V '4' '... ' - ,' - , V ' T6specify title block on'4 V. .: -Title: V V your V . 0" Jo V V these five lines, use the SETTINGS Date 6 35AM 22 JAN 04, Description main menu selection, choose the Printing & Title Block tab, and ent ,1 your title block Information. Rey-., 550100 V - - - Steel Beam Design V Page 1 V , K° 01 9c1wa're- . , iobsLqchumadrer plad DescriptIon 135 girder, 8 + 3ft General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requlreme,,J Steel Section: W6X12 •V V V V V V Fy V 3600ks1 V V 4 V , V 4 V • Pinned-Pinned,: - - , Load Duration Factor 1.00 i V , Center Span V ' 8.00 it Bm Wt. Added to Loads. V Elastic Modulus . 29,000.0 ksi V • V V Left Cant. . ' - .0.00 ft LL&.ST Act Together V VV V '• V •, V . . Right Cant.. . . ' V 3.00 ft Lu Unbraced Length 680 ft Distributed Loads tV V #1 V '#2 •#3 V #4 . #5 V V V ' V#6 V #7 V •' V ' /ftV,4V VVVV' VV V,, V I V • V .4VV DL''' 0.003 . LL: ' 0.015 'V ' V ,. , . , ST V ' V . ". -lcJft:.{ Start Location 1.000 . . ' - V , . V ft V End Location 11.000 ft jPoint Loads -4 #4 #5 Dead Load ' 0.080 2.460 2.460 0.080 . ' V ' - Live Load 0.150 0.230 0,230 0.150 " k Short Term k Location ' , . 1.000 2.500 , 9500 V . 1.1000 V Summafy V Beam OK- Static Load Case Governs Stress V Using: W6X12 section, Span = 8.00ft, Fy = 36.0ksi, Left Cant. = 0.00ft, Right Cant. 3.00ft End Fixity = Pinned-Pinned,Lu=6V80ft,LDF1.000 'Allowable Actual . ' . . V VV860kft , 13:194 kft ' V V ' Moment 4.860 k-ft Max. Deflection . '0.069 in fb Bending Stress 7.957 ksi '21.600 ksi Le'ng'th/DL Dell 1 643 3 1 Th'Fb V 0.368. 1 • -.. Length/(DL+LLDefl) 1,049.6 :1" V V V V V Shear V V V 3.009 it V , 19.971 k fv: Shear Stres 2.169 ksi .: . ,14.400 ksi fv./ Fv . 0.151 : I 4 VVV VV V VV VV V V V. ,4 V I Force &Stress Summary <<- These columns are Dead + Live Load placed as noted V V V V V V V V DL . Li LL+ST LL V V 'LL+ST '• V , Maximum V Only 0 Center . Ob Center . V V (cb Cants 0 Cants - ,V V Max.M+ .,' ,,4.86k-ft •V' 3.13 ' 3.73 , . 2.86 .k-ftH V V ,'. V . - Max. M - . V V V ,,-4.00 ' "-4.00 V '. V -4.86 .' . ' k-ft V V V V Max. M © Left V V k Max.'M @ Right V V V. V -4.00 -4.00. I V 4.86 ' k-ft 'V @Left 1.65 k 1.65 ,Shear .1.21' ç Shear @ Right 3.01 k 2.58 . . 2.58 ,' . :3.01 V k.. -'V V •V V ," ,, V VV ' V4' V 4 Center Defi. ' . -0.031 in ' -0.023. .0.031 -0.031 VV V -0.015 ' -0.015 in V Left Cant Defl 0.000in " 0.000 . .. 0.000 V . 0.000 0.000 0.000 in V , V V - V 'Right Cant DO 0.069 in '-0.044 -0.035 -0.035 '-0.069 -0.069 in -, V V ...Query Defi c , 0.000 ft . 0.000 -0000 0.000 0.000 V 0.000 in - 'Reaction @ Left 1.65 . . 1.32 ., 1.65 1.65 1.21 1.21.k 4. 4 V , , Reaction @ Rt '4.61 '3.92 , 4.07 'V 4.07. , V - 4.46 . 4.46 k 4 Facaicd per ls_2,K*LJr>Cc t I Beam, Major Axis, (102,000 • Cb! Fy)A.5 <= LIrT < (510,000 ,Cb I Fy)A.5 , Fb per i.5-6a 4 . I Beam Major Axis Fb using 1.5-7 Governs Fb = 12,000 Cb AfI(l * d) -'4., , V ,, VI ',, V _' •' V . , .t . V ' 4 . ,. I V." 4 ..: . , ',,,, ','- • . . . . ' , V V, 4 V .. V V / FROM CA cnccrt. 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