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Home My WebLink About2175 SALK AVE; TRUSS; PCR09009; PermitCity of Carlsbad Plan Check Revision No. AT Project Address ol \^> Cct ( Building Department .Original Plan Check Date Name of Business at Project Address Contact Email Contact Address^SSS City y Per. Zip General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Soils Other 2 Describe revisions in detail 9vdW? -V?^S C^eS \k0c^ -VroSS- ^\*c\5T 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? Q Yes 6 Does this revision add ANY new floor area(s)? Q Yes ^EL No f Does this revision affect any fire related issues? Q Yes -* 8 Is this a complete set? O Yes ^Signature 1635 Faraday Avende, Carlsb.92008 Phone: 760-602-2717/2718/2719 Fax: 760-602-8558 EsGil Corporation In (Partners/tip with government for <Bui[<fing Safety DATE: 2/18/09 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-1193 rev3(PCR09009) SET: I PROJECT ADDRESS: 2175SalkAve. PROJECT NAME: Roof Trusses for Ventana Real II APPLICANT LAN REVIEWER Q FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Please provide evidence that the engineer-of-record (Mr. Lo) (or architect (Mr. McArdle)) has reviewed the truss calculation package prepared by othersAe., a "review" stamp on the truss calculations or a letter). Section A106.3.4.1 By: David Yao EsGil Corporation D GA D MB D EJ PC Enclosures: original approved plan 2/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 *• Fax (858) 560-1576 City of Carlsbad O8-1193 rev3(PCRO9OO9) 2/18/09 . [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad rev3(PCR09009) PREPARED BY: David Yao BUILDING ADDRESS: 2175 Salk Ave. BUILDING OCCUPANCY: PLAN CHECK NO.: 08-1193 DATE: 2/18/09 TYPE OF CONSTRUCTION: BUILDING PORTION roof trusses Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Plan Check Fee by Ordinance ^ : Type of Review: fj Complete Review $250.00 ] Repetitive Fee ~^Ti Repeats " Based on hourly rate Comments: D Other r-r; Hourly EsGil Fee $100.00 Structural Only Hrs. $200.00 Sheet 1 of 1 macvalue.doc + VULCRAFTGROUi BRICHAW CiTY DIVISION FEB 20 KIT CONSULTING JOB NAME: Ventana Real &W?URAL VULCRAFT FILE #: W84-08-0368 PROJECT LOCATION: Carlsbad, Ca CUSTOMER: D.A, Whitcare Construction DATE: 1-30-2009 REVISION NO.: PREPAREDBY:DATE: DETAIL JOB DESIGN CALCULATIONS FOR FINAL USE These calcufattorts have been prepared in accordance with the loadings specified on approved Vulcraft drawings LIST NO.DATE 1 2 3 4 5-7 1-20-09 1-20-09 1-22-09 1-20-09 FtB 23 2009 B&0R» LIST NO. jSEffewS•*• UJRE CHAISES NOTED SE & RESUBM»T SUBMtT SPECIFIED ITEM U'M pt ShRfl , spaa K feijp**,te fmrtf toc!firi*r<a « r. ,irt totted* Rene* a- ill if In iM Mt £i#n«» il ftnimwiwW 'n*n apt tun ffloffrt1! «•« to !*.'< «c,i:ef'!ar:;5 « «t iwt « fiiiui'id te *<:«* Uoii«#«> PS" « - jwei! ;-i Si* LSI Was «• «nsla-sf:on e Cwtrwitor ffeuww rf *fj «*iic«i Use item is a UK te r«s»»<lfe for n> •*(«il ay in* OonhKtef, w shall t»n Pit wit** atbwiswii tof WTfcar*:i .'!'( fr~ SI: ..i • - ,!:. I» ill (81OONSU.TVK: SW»(,IIWL M30IWWE(ftEWJ£ «BW«tTSt*CHtC*W6« FiBB^. jjjBE*-^"^-'"----^;--?----_- --.-.---_- _Ilr---_ > - ^ . 'T;.:-__.':iT^_._i^ PO BOX 637 BRIGHSM CITT, UTftH B1302 PHONE «35 134 3433 FAX <S39 723 3423 WWW.HUCDR.COM VULCRAFTGROUP BRIGHAM CITY DIVISION JOB NAME: Ventana Real Phase 2 VULCRAFT FILE #: W84-08-0368 PROJECT LOCATION: Carlsbad, Ca CUSTOMER: D.A. Whitcare Construction DATE: 1-30-2009 REVISION NO.: DETAIL JOB PREPARED BY:DATE: 3 DESIGN CALCULATIONS FOR FINAL USE These calculations have been prepared in accordance with the loadings specified on approved Vulcraft drawings LIST NO. 1 2 3 4 5-7 DATE LIST NO.DATE 1-20-09 1-22-09 1-20-09 1-22-09 1-20-09 PO BOX 637 BRIGHAM CITY. UTAH 84302 PHONE 435 7 34 9433 FAX 435 723 5423 WWW.NUCOH.COM VULCRAFT GROUP Brigham (. it\ Division Final smuB^ Main Jty T1A 1 T1B T1C T1D JOIST BILL OF MATERIAL JOB: VENTANA REAL PHS 2 LOG CARLSBAD CA :_.. DESC JOIST TYPE. _Lpngspan BACKSHtbl QUANTITY BRIDGING S1RESS Cl f 'NC COLOR CODE PETE COUNT" 11 SUMMARY NUMBER 1 , 11 3/2009 1:22 PM ~Fi.Jf \JM6ER" W84-&6 SHT , Gray 1 OF 2 "PRIMER" 1.0 COAT PHASE: 1 REFER TO QKAV, J1 0.375 H 0.375 H 0375 H 0.375 : H 75 'H rex Depp "1C Deagnatcn ' ' Oweral Length i ICXt '<yp ICXR JTyp . Base Lengtri Puptt I#e Uadk'.s 32LH272/128 56'-05 32uH272'128 56'-05 32LH272<128 32LH272/128 32LH272/128 C. ,L: " C 5»ev, ! r£ TC S*evv ' s^ ' Fs '" " NS TS" - '- - - -- - 56'-05 56'-05 56'-05 1/8" 0'-091/2" F 55'-075/8 1/8" 0'-091/2" F 55'-075/8 ! Bottom Cnord Efl From OAL | BRG Depth No Left ~~ "'."Kc"" ~ Riyf*' "^ Teft~~~T Riprj !3 0/0" 3 0/0" 3 0/0" 3 0/0" 1/8" 0'-091/2"'F ; 55'-075/8" '. '30/0" 30/0" 1/8" 0'-091/2'* F 55'-075/8 1/8" 0'-091/2"F ( ; 55'-075/8 [ eft EnaBeannj Seal Slots L>()H 'Location 5 5iij~Ttengln~~ ^Sa-ji- ~&~>7 i : : : '; ; 3 0/0" 3 0/0': • ! , ,3 0/0" 3 0/0" Right End Beanng Seal Slots ^DBH r~~~lHcatorr ~S Size ^engirT "Ga^e "Gage?"" Bay Scpe [HC 0375 R 0.375 R 0375 R 0.375 R 0375 R IE Seat : HI St)t-e 0.375 L 0.375 L 0375 L 0.375 L 0.375 L of BndgiRg Clip N L£ sea: Pi: N '(Ofi-tVi B*"' £^aA» Type ^paor i ^ Left Ri^.::__-.:.. '& i ^1 ' ^/j-^ ^ RESe Sop 0.3 0.3 03 0.3 0.3 +—•""- iff ~e o TC 111 US'AMGfc BC'Vy AD.OAD fcj 83 L3Ef. .: D£^ K 1.0 180 240 1.0. ., 180 240 1.0 ^ 180 240 1.0 t 180 240 ; 1.0 180 240 BC _Web «m : Sec SPCMMN' ^"' " Teft " Rght BA n3ipir"L Pitcnec.o.s! ~E.^ ^t)K! L?< Remarks Snop Older Cedes T1 SnCRT BRG 3 0/0" RE | 3 1/4" WIN SEAT @ RE* T:ASHORT BRG 3 o/O" RE [3 f/4" MIN SEA'T @"REr T -, B Sn ORT BRG 3 0,0" RE | 3 1 /4" MiN"SEAT"@ RE* T1C SHORT BRG 3 OOI:RE 13l/47MiN SEAT"® REV T1DiSHORT BRG 3 O/O1'RE] 3 1/4" MIN SEAT"@~REr S>moo: Genera; NOES/SJ -it •je!:w,o'-s ALIGN PANELS -; iVODO NAILER\2 1/2"\DF2W14X2"\ |B ;2006IBC - if " ~ "iB-(2)SSB=1.1K - -• • -+ C - (2) SSB=0.7K ' - 1C IB DETAIIER BK DETAIL CHECKER BRH DATA PROCESSING DATA PROCESSING CHECKER ENGINEER SHOP ORDER SHOP ORDER AF JOIST LOAD BACKSHEET VULCRAFT GROUP Unchain ('in Division JOB: VENTANAREALPHS2. LOG: CARLSBAD SEQUENCE: 1 LiSt fiuMsES 1 SHT OF CA "LOAD SHEET"" SHT 1 OF 1 VJ&4 Oc %_ "REFERTO DRAINS J1 T cp Chad Ccr-ce^ died Loaos- Loads are in Kips -Loaas Stan At L£ Ba&eLengw And Are Then Located From Previous Load *AarK ' Lnaii Octanes Ext T1 --• ' - T1A- ' ' i " "" ' '" " " T1B —----.--.-.- TIT '- r / Load Oefance Drt / : ...4. / / / / ; / ^_ / J •- i- Lead : Dstance tjct / ^ / / / / ; / : L ; Eorton Chore Cc^e^aied loads - L cads are m Kips ,.oads Stan A!^£ Ease u-engtn And Are ^nen located Fran Previous laao .1. • i 0,10 Dsjance "Ext TI - -; TiA- ; :.~ T1R . I . . . T1C - ', - - T1D - | - --- - - Load - - - ' - DSariOB " "Bff I Il I I I - \-~ I I "- - Icaa - -Baarofe tr, / / / / / L / 7" r TI p Chora Uniform Lc&as (PLF) - Loads Start A; LE Base Length And Are Theri Located From Previews Load WR Load DeJance , txl / / A 12.0 / 0.0 55'-075/8" / A ' 12.0 / 0.0 55'-075/8" / / / / / Sotiori OmfUniforiiToaas (ftF) - ^oads "Slal At LFBase L / / / / / / / /.. ^ ._..._ . -__^. ^ HV. Load ; Ditarce &<! / / / / / / / / / / fc« - " Icaa - " «ea'i'— Tf / / / (...._., . / Ma;r Span l> fi ;.oaa; .oao :- Pi' "B" Lcac "O'Loac G" ''at. 'J& Ma r Spar Dnfi Lcad / L S^ar !>f:, osd; Loao ^n f-. f T)rc3- .-V-irar-- --L. TI i 1A TIB TIC T1D '\, * T1 T1A T1B T1C T1D- 05 05 0.5 0.5 05 0.5 0.5 0.5 0._5 05 i_et! End Ax t R:ghtFnc Axial Load " TB"~ W" 1 E " Em Melhoc Of A» lai Transfer f/6 left'End "detail W SghlEnd"T" " ' K"ieFL WoodHB Avj Screw Deia'~"LE"7 RE" '"CT ~ RE" Space,'"' :oo/o':oo,'cr 12 co1 0 0,0" C 0 J 12' —t—r ' _ __ . ^_ _ ._; ________ ;; B i : ; r i ; ^ 1 1 B itt NDP MULTIPLE LOAD CASE DESIGN SHEET REV: 01 DATE: 7/30/04 JOB No.W84-08-0368 JOB NAME Ventana Real RETURN DESIGNS TO MULTIPLE LOAD CASE No.MULTIPLE LOAD CASE LABEL SSBUP MARK No. T1A TIB T1C T1D MARK No. 0 T1A T1B T1C T1D 0 0 MARK No. TOTAL LOAD 80 80 80 80 CONG. LOAD LIVE LOAD STRING DISTANCE BC UNIF LOAD LD BC DISTANCE XV ADLOAD -2.60 -2.00 -200 -2.60 CONG. LOAD STR INC STRING DISTANCE DRIFT LOADS A START B LOAD C LOAD D LENGTH AXIAL LOAD BC XV BEND LOAD TC BC DEFLECTION TOTAL LOAD LIVE LOAD GIRDER LOAD TOTAL LIVE END MOMENTS FIXED END LEFT RIGHT LATERAL LEFT RIGHT TCX LOADS LEFT RIGHT TOTAL LOAD CONG. LOAD STRING DIST.DEFLECTION V U L CRAFT GROUP lirigliam < it} Uixisiun SEQUENCEFinal JOIST BILL OF MATERIAL JOB: VENJANAREALPHS2 LOC._CARLSBAD ^CA i___DESC _ JOIST TYPE: Longspan BALKSritt F QuANllTY BRIDGING STRfSS CLIP iNC COLOR CODE "PIECE COUNT" 6 ""SUMMARY NUMBER 1 TIST NUMBER 1 SHT 2 OF o ""PRIMER" Gray 1.0 COAT W8408 . PHASE: 1 T2; 1 T3 3 T4 T5 1 T2 T3 T4 T5 Uty ^ " "Depth " Tyve i LoanT 1 32LH272/128 3 32LH272/128 1 32LH272/128 1 32LH272/128 : Oieral Lenyth ! 9 i ' 56'-05 1/8'< 56-051/8" 56'-05 1/81 56'-051/8'l : : \ 1C. XI ,lyp ICXR 0'-09 1/2" F 0'-09 1/2" F 0'-091/2" F; 0'-09 0/0" F ; < l^P Base Lengin : : : 55'-07 5/8" 55'-07 5/8" ; 55'-07 5/8"; ! : 55'-08 1/8"' I Bottom Cnora Bit From OAL \Ko~ CSt" 1 K F 2 1 '-04 5/8"; i 2 0 •2' r-041/2"' i ' i | : i BRG Depth : 3 0/0" 3 0/0" -07 3/8": 3 0/0" 3 0/0" . 3 0/0" 3 0/0" 3 0/0" 3 0/0" Bjy Sijpa HE 0.375 R 0375 Fi 0375 R 0.375 R IE Seat Sope 0375 0.375 0375 0.375 xu< if ICbkew 'KE^CSkc* ""Nb"" FS' ~ "«" " TS Left End Beanns Seat Slots Ldcatiif."" i B: " ~5ae ~7^-^ T-ml"" "~ Gage" " Gage? 13 J2 0/OM O/O1' -015/8" 13 o/0" 4 0/0" Rigrst Enc Beanng Seat Slots ~ locator r"S~: Sc« l.i 0-07/8"7 0/0" 4 0/0" 13 2 0/0" 40/£_ "13 2QW4 O/O"1 J1 RF beal 0375 0375 0.375 0375 BP , Bridging Op iNLE Seat Pit " RESealr.t BRGSaafEx! l~Iype~"~Spioe "LeTl , "Kfjl: " Lett K|JV Weignt DISTANCE ADLOAD T,,TC ,. .BL -- J£^, ,B P icnee J&st "r o 1 / T3 T4 T£ 83 fcO 60 80 1.0 1.0 : ' ' 1-° '- 1.0 Rerarvs 180 :, 180 , • 180 180 ' 240 240 • 240 ' : ! ; 240 ; i Shop Oder Codes Symoci Geneoi Naies / Syr.DQi Qefiniiions T2 SHORT BRG 3 1/4" RE T3 SHORT BRG 3 1/4" RE~ ^T4'SHORTrBRG 3 0/0" RE T5JSHORT BRG 3"0/0"RE~ . . J_ _ iALIGN PANELS ^WOOD NAILER12 1/2"\DF2\»14X2"\ J2006IBC DETAILEP, BK DETAII CHECKER BRH DATA PROCESSING DATA PROCESSING CHECKER ENGINEER SHOP ORDER SHOP ORDER CHECKER CAP- VULCRAFT GROUP Brigham < it) Division JOIST LOAD BACKSHEET JOB: ..VENIANA REALEHS 2_ LOG: CARLSBAD _CA SEQUENCE: 1 LIST NUMBER" ~ " "Fit „ i SHT 1 0(r i W34 08 0368 '~~ LO~AD"S'HEET '"^RETERTO DR'AWl'NJ SHT 1 OF J1 [ TopCracCcirice."ra!edi-oads - Loans areirmips - loads Stan At Lt Base Length Ana Are Tnen Located Fror Previojs Load '.tm i loao DstanoB ' lit '2| -" - "• - T3;. . ' r_ T4 - . - .-. — .- . — r- - __ . • , ' L ' j ' Bonom Oofu Oincentrdteo [ cads - 1 o iv • * Luad Usiariae~ ' 13 ../^•.:l-:-T-:-_":E 15 ; ----- - ;. . .. i __^ _. — ;. ._ Luad ! Distance t Ext / T ! / / ^— ; — r — r- / ~7 ; / ' / : Load . Detance > Exl / ' ; -- - i— - .. .../. ... ._|. ,.._ / ; i / ' ; / ; / ' |_ ads are ir KIDS. Loads Start Al L£ Base Length Ana AreTten Locatec F ron Prev ious Load Lead " Usance , btt •7:-:L£:7.7.E - ^ I : !" __./ ._....: ;.__ ;_ / .77.77Z7 .777 ^7 .Z77TJ7 // ' __£/ '" "i r~' T,p Crtord Lhtiorr Loads (P.1-)- Loads Siai AtLE Basetengtr Ana Are Then Located Fr;y;i Previous load A/R ( L oad ; Detanoe • Ext__, _. - -r t / _L_ _ . . " r^""" / 7"f~ /7 "" " " "7 ; / / / ; 3otfOT"Ch«o On:foir load's (PYFT~ loaCE~5tart"Af i£"Base"C A'R '[cad""- " Ottsnoe ~ " ~brt .. .. . " L ~"L . ."" _... 1""' - -• — J- ----- - - - ~- -- -• \ - ,._,. -_.. , ^ A/R : Load •; DKaroB tn / : . . . __ .... . .__ ^ _, ... ... - -- - / / ' I en^AnTAreTnerrLcca-iec'rrar Previous Lea3 I ""."./. .7 "~. 7 ...L -7- (-- ; / i ""i" / ; "" ICbeic BCBeno bP^CMr.:» ! c , JL T2 05 05 T3 0.5 0.5 T4 0.5 , 0.5 T5 0.5 ' 0.5 Main Span Drift Load /Load in PL F Main Span Dnft Loac / Load m PL F "A start LOC Ti' uaa ! X; Lcao T)'han DB j . 'A' Start LUC , "6" Load [" -C'(oad '!-' Tra'i Main Span Diif i.oa.i / Loac •- PLF T5'Loao F i> ed Moment Lateral Moment IREUD _ , ; L Fight End Ax iai Load :! Melhixi Of Ax iai TransferLeft End Axial Load j ~^**>^_ ~T~_ \-eti ^"~~'R,gb\ ^W/E "71^7^ H5ihC 7 P1~'-'L'^ hf/l?,---j^V "T E~'~l E'm "-TT/BP'Tv' ' ~E~' ~: EnT"" -' |"Tfflf " LeftEnd '" "DBuiT"j" r~i J i r^; i j p] i i ^[y] ' ; i ', : . i . I i i I ; O T3i !! T L.H.... 1. '._.._ A _ i -i?,—-t --'77-Tf .. r1; L I f .B Kn'tePt . WoottM? Av3 Screw ifgntrnd '"tTSai ' TE~~RE '""IE" "RE S:-ace (irj... - , | j r ,. - , i • • OO/O"OO;Q": 120/0" i 1 ; :oo/o".oo/o': 120-0" -I i : !00/0"00/0"| 120/0" 120/0"00/0"00/0' VULCRAFT GROUP Brigliam I il> Division ******Final JOIST BILL OF MATERIAL JOB: VENTANAREALPHS.2_ . _. ___ LOG.. CARLSBAD, CA 1 DESC _. JOIST TYPE Longspan . COLOR CODE ;JG'NG Sr^iSS CUP INC 1 "" ""LIST NUMBER'" 2 SHT . OF PRIMER Gray 1 0 COAT 1/12/2009 1050AM F|LE NUMBER W84 08 0368 PHASE: 1 ~ REFER TO" DRAWING " J1 h Jty .iuaji-ci'i!" ri(ip!' /i^i- I'-'ad'r T6 1 32LH272/128 T7 1 32LH272/128 T8 2 32LH272/128 T9, 1 32LH272128 T10 1 32LH306/144 CSlAC: !r ~CS«e» K; " C Skew Tfi Vlo.' T7 Y Tfl" ! T9i Y ; Tin •1 1U !>*.-al .u^tf g 56'-05 1/8' 56'-05 1/8' ; 56'-05 1/8" 56'-051/8" 1 ' 56'-05 1/8' le* bnaBean 1 '-00 3/4" ; ^ j ' 1 : ; j ViPJ5/8"^__r J i i '•"XL Tyt "CAR 0'-09 0/0". F 0'-09 0/0" F 0'-09 0/0" F 0'-09 1/2" F 0'-09 1/2" F g Sea Sicts 13 2 0/0" 4 0/0" _i3..T20/q";iM|_. i ' 13 20/0"j40/ff}_ i_ ^_ J T/p Basb Leng^ • &trc~ O^",M LK; "cr OAj No :e!T Kr "T; 55-08 1/8" 2 0 55'-081/8"' 2' 1 '-04 3/8" i ; 55'-081/8" ! 55'-075/8", 2 r- 04 1/2" ! J 55'-075/?' r ^^ R\gft t-os Bearng Sea'. S'o'^ DBfl " Tr/citbr" S"~Sac"^ l«-j>" "Gsge " D,ac,i; : 0'-023/8" 13 2 0/0" 4 0/0" 4^0?3^_ J3j20jOMO/p^ jj:^23/8:_^..13_ ,20/OMO/O^ ___ i ' i ; <j*: -07 'H» "a*«eptn" Left ' RsM 3/8" 3 0/0" . 3 0/0" ; 3 0/0" ' 3 0/0" ' 3 0/0" ! 3 0/0" 30'0" 30/0" "VTO/P 3 0/0" rype ~ ^7=8 F j~- ' i'7'T" • j_. . ...r , ^ Bay Si;pe Hf 0.375 , R 0375 R 0 375 R 0.375 R 0.375 R Seal Pit Rt Se ____.- (rJ L- |_ !___ Lt^: ,t" Sct,t 0.375 L 0375 L 0375 i- 0 375 i- 0.375 L a^^BKGScr-T, ': en ^^ \Ll r- 1 I ^ 1 H ^ 1 / / ^•2 i7''••''2. o REaea: Scpe 0.375 0375 0.375 0375 0.375 H .:_ ... «pr- Kg-. Ca?*ef sacben ! Fs ; TCLyy BCLyy | Wagh! ; i DISTANCE ' DISTANCfc.. ! . i , . l.'TLOEFLVLDEFiJ TC Puched jo.s( •4- fyHU . u" !±jv: limn ^ i ,^ - ^ *Hbri^"~s«c" "* Left T^RghT" ! HJepttTlefi rftplhTS|Til" 7TWiT«T"'""P^jpe"7 rffi-R("n" V"Wsii"Rose Uc ' — i Ji , | i ' | i i! i L ! ..••-• 1.0 i 180 i 240 I :• -I - ii " i 1 ' '! 1.0 |l 180 j 240 j ! 1.0 ji 180 | 240_i I 1.0 ,180 i 240i : '-"^ 1.0 | 180 240i : i i i Remarks 1 1 i 1 "~ ShopOtler Codes Symbol 1 i 1 ji 1 i H . LTLLTL " General Notes / SymDol DefiraOons ALIGN PANELS \ftr^nn MAU CD\^ i/0"\nco\*i/iYO'l\WUUU INAILtKu 1/Z VUr^WlHA/ \ 2006 IBC ^ __, DETA1 CHECKER BRH DATA PRXESSING:DATA PROCESSING CHECKER, n \ ENGINEER SHOP ORDER:SHOP ORDER CHECKER: JOIST LOAD BACKSHEET VUL C RAFT GROUP Brigliam C il) Dhision JOB VENJANAREAL PHS_2 LOG:. CARLSBAD SEQUENCE. 1 SHT OF CA Top Cnorti Cuncensatec '.Dads - Lcaos are \r Kip$ Leans Stan A* if Base Length A^a Are ""hen LocateaFayT Previous: uoaa OBtarce L>! T6 - T7- T8 T10'- load ' /" Distance En Lead Bottom Chord Concentrated Loads - Loads are m Kips - Loaos Start At lE Base Lengtr- And Are Then Locatea From Previous Load pCnord Umlcrr" Loads iPLF)- i.caot StatAvF 1 1 "" LOAD "SHEET" """ SHT 1 OF 1 •d Are Ther .ocatea f REFER T'O'DRAWTNG J1 Ext" i Load Oear.oe Joltom Choro Onitomi Loads (PIFJ1 Lcads^Su't Ai 3Base tengtTAnfArB TRer Locaied >• ror Previous L5ad oaS : DBanm r'TBTBfT1 L6u " r "DBanS 0.5 | JD.5__ 0.5 ! 0.5 120/0" ; VULCRAFT GROUP Brilliant (it> Division Final JOIST BILL OF MATERIAL JOB. VENTANA REAL PHS 2 LOG CARLSBAD CA :_._DESC: JOIST TYPE Longspan 6AGKSHLET QUAN11TY BRIDGING STRtSS CUP INC COLOR CODE ' PIECE COUNT" 5 SUMMARY NUMBER 1 TJSTNUIflEER" 3 • i SHT . OF - : PRIMER "~ '•• '; Gray 10 COAT 1-1320091 22PM W84 06 0366 III T11 T12 12A T13; T14 Q,, (Juajnalio- Dept** : Tyv«= , " " Tcaai 1 32LH272/128 1 32LH272/128 -.. .. __, . . _ ... „ . . __._ . 1 ; 32LH272/128 1 32LH272/128 _ _. .._. . ._ ._ .__„_„. _. . _ 1 32LH306/144 GveralLenal/ a , 56'-05 56'-05 -___ , I i 56'-05 56'-05 , ; 56'-05 1/8" 1/8'| 1/81 1/8" - 1/8" TCXL 0'-091/2", 0-09 1/2" - .__. i- 0'-09 1/2" 0'-09 1/2" - - — — - 0'-09 1/2" iw F F ,_ F ; F , - F TCXR f rth ' Base Lwath ' botlcm Chora Lx! frorr- OAi BRG Depth | i TTc" ~~ " "Tefl " No Rtjh> UefT " "Rtjfit ; ' • 55'-075/8"; . 30/0" 30/0" 55'-075/8" 30/0" 30/0".- — l—.-i ______ -: — -^ ——-.,.- 55'-07 5/8"; ; 3 0/0" 3 0/0" ; i 55'-07 5/8"; 2 1'-045/8"; 3 0/0"; 3 0/0"i i _ . ,_ , , ^ ; 55'-07 5/8"f : ! 2 Q'-07 3/8" 3 0/0" 3 0/0" BaySLpe 0.375 0.375 0.375 0.375 ~ 0.375 HE1 , R !R— * .„ ;R ; R ' ~7 R iLSaf. St>pe 0.375 0.375 _ 0.375 0.375 _. 0.375-vi*-- L L L L L -.:.^=/ Sc;f- 0.37 0.37 . 0.37 0.37 . __ 0.37 "Mirk T11 T12 T12A T13 T14 Aftm T11 T12 T12A T13 T14 "Mart " T11. T12: T12A LtTCSkew ;RETCSl«;* ;~NS"~ TS"^^K:S^'" TS Left End Bearing Seat Slots lucafcn i "5; Sze Gage Tjage? V-01 3_/4" 1'-01 5/F 13 20/0":40/0" •--yy D'STANCE BCLyy D'STAMCt 13 2_0/0"40/0" i , L DBH Right End Beanng Seat Slots locatbn \ S" S^B Lengt^^ T5age ; C^age/ £-023/8" 0'-01 7/8" J3 .2 0_/g'^4 0/0"_ "13 20/0""40/0" Bnogmg Clip N |L£ ^3 p,, ! ™ RE Seal Pit; °RG SserEx t 'tvf rSpai" F • F ; —rat": "Rsfi" TCX Depth ~!eff" ^Ryr^ f.: .-< _- A /£ i __ Rigm TepSiTe'C ; DFptrTR^W "Pnfileft PT»pe " "Rtnfi ;<up"t " Onset"Rbge toe 80 80 80 80 80 ." f-f- - 2.2 ; 180 240 2.8 180 240 2.8 ^ 180 240 22 180 240 2.0 180 240 Shop Ontef Cooes Symooi General Notes / Symooi Deliniifens TALIGN>ANE"LS iWOOD NAILER\2 1/2"\DF2W14X2"\ !2006 IBC T13VERT ANGLE @26'-15/8,35~li 1/8T4~4'-To"l/2, FSTOETORE (S5)* | " __ II __ I __ _ ' __ _*ii'ii __ ___ T14|SHORTBRG31/4"RE DETAILS BK DETAIL CHECKER BRH DATA PROCESSING DATA PROCESSING CHECKERVQ, ENGINEER SHOP ORDER SHOP ORDER CHECKER JOIST LOAD BACKSHEET V U L CRAFT GROUP Urigham C it) Dnision JOB. VENTANAREALPHS1 LOG. CARLSBAD SEQUENCE: 1 CA 7 op Chord Concer.raiea ..cam, .casis a^e ^Kips .oatii. Slal At LL Babe ler-gtii Ana Are Trier ^ocaied fori Pre*!3js ioac Disfanct Fxl I Cdd " Dsuioe Btt~l iaao Dutanoe T11- T12; T12A T13I- T14 iife'k ; T11- T12h T12Ai T13| jO / 23'-005/8" • /" 0.85 / 23'-005/8", ' ------ - 2,5 / ____ J2_6'-01__5/8_" J / 9;-051/4" ' / " load Better1 Cnorc Ccncfenraled i oad£ - .oaos are in K'ps - Loads Stafl At i E Base Length Ana Are Tnen Located From Previous Load DidanaB " -- DBSnoe -- j~T3f tJIm ]TCBend I BCBend ! SPLCica Main Span Dnfl Load / Load in PIT SnT 1 G- -, Jl cCnc/ciXor .oaas (Pic)- -oaas Start Ai it Base Te^gr A'.oA-t""6- .'xi-.e; ; ^ ;'e. :,s.:5: jstance Ext f.2.K3' >- til . / I J__J 'LE Base LengtF'And AneTFen I'ocaied Frorrrprevious Lba3 AVR""; "Load TJsianoe "" 1 Ext Man Span Dnft Load / Load in PLF DktarS " " Ext Main Span.. J L L.Span Dnft Load / Loaa in PLF 'A' Start Lot V Load "C* Load sn r T,, T12 T12A T13 T14 r MI* T11 T12 T12A T13 T14 0.5 i 0.5 | i [ 0.5 j 0.5 r 0.5 i 0.5 0.5 1 0.5 0.5 J 0.5 Fixed Moment Left 1 Right -. 1 W/E -1 U J J 1 ~. : 1 r"LL Lateral Moment Left 1 Right IREOD Left End Axial Load T/B1 T B T B T B T B T B w E Em " -1 7/B7 I I 1 i 1 Rignt End Ax ial Load W E Em r[oa<P~j~ " vToad ~T~ "D'Tran^Difl I l~ "A" Star! Loc 7~^*Load 'T i ' TOBC _ZJ-l£^^H ( Em Method Of Axial Transfer [ Knife PL T/B T B T B T B T B Tr* Left End \ Detail IW Right End Detail ! LE RE Woodffi LE ! RE oo/o- 00/0" 00/0" 00/0" 00/0' 00/0" 00/0" 00/0" oo/o- 00/0" Aug Screw Spa;e (in) 12 0/0" 120/0" 12 0/0" 120/0" 120/0" VULCKAFT GROUP Belgium ( it) Division Final JOIST BILL OF MATERIAL JOB: VENTANA REAL PHS 2 1 LOG. CARLSBAD L_ DESC: CA BRipL-ING STRiSS COLOR CCD PICE" COUNT SUMMARY t,^;,'B£% 1 W&4 06 C368 Dcptn Type T15, 1 32LH272/128 Loadnp uwrdl Lengtt> TC XI 56'-051/8" 0'-091/2" JOIST TYPE Longsean _ TCXF 1»V Basemen;):-! '~ "" " "PR,MER ' Gray 1.0 COAT 6c>nom CnofO Ejfl Frori OAi "Uifl" ' *I6"T RighT" 55'-07 5/8" 2 r-04 5/8"3 0/0" 3 0/0" T15 i.eft End tjeanrs Sea: Siois " UBR Locaticri '"5^ See "length" ""Gage "" 1'-01 3/4" ^ 13 :2 0/0" 4 0/0"' H6S~ Canuw , *« Self | Fs j • TClyy i Waghl'DISTANCE scLyy j ADUOAD i DISTANCE ; - : G Beanng Seat biots 1320/0"4WO"j 3a,SBpe ht 0.375 R 0.375 u 0.375 up ' Biagirg Dip \ESeaPi: ^ KtSeaiP- BRG Ssartfl TC'« Deor _L . JL DEFL,LL DEFL ; TC I BC Web~~ T15- 80 ! T15 SHORT BRG 3 1/4" RE 1.2 ! 180 i 240 I MS~f~SBC t^LeS r "RigM""i BA i "Dip* Lad n3ep!TR^hr~~PiftTift TTT^S Ha-, RtjKl "DfSlRoge Loc "1 j—r Remarks Shop Oder Codes j I Symbol ALIGN PANELS WOOD NAILER12 1/2"\DF2\ff14X2"\ 2006IBC General Noes / Symbol Definitions 'DETAILER BK DETAIL CHECKER: BRH DATA PROCESSING. DATA PROCESSING CHECKER:ENGINEER:SHOP ORDER:SHOP ORDER CHECKER:CAF: JOIST LOAD BACKSHEET VULCRAFT GROUP Brigliam < il> Division JOB, VENJANAREALPHS?... . . _..._.. LOG CARLSBAD _ _..___... QA. SEQUENCE. ! " "fopI'norc Concentrated'toads, ".cadi are.r MPS~ -oaifc Start At i E Base lunglt- ATO Are Tne'- •.ocated f'tf Previous Load "lead ~ "~ OSance'.lit'' "load"" Dstance " T-a ~ load" ~ ' bdanoe Ext T15. I / Botiorri Chora Concentrated Loads -1 oads ate in Kips toads Start At L£ Base Length And Aie " hen oxateti From Previous Load roTd 7 "Defrin "" ^"ExTJ loaf " ~ Hana ~Ext f YoaS "TTsanS" ~ T~E«T T15i r SPLC Man Span Drift Load / Load m PLF --I 3or.om"ChordOnilormLoads [PIFy^ioads"Start At[F'SaseLengthSndSre^nen LocateoTforr"Pre»ibiis ~ "load . DSahce ' Tjft "A/R^1 Loaa TTri Mam Span Drift Load / Load m PLF ubik " T15 0.5 I __ ._.. 0.5 ica 'A' Start Loc •B-Load r ~ 1 r^ I ^* _ Letl T15 Fixed Moment LeF"" ""RighT" Lateral Moment W/E Left Right IREOO Left End Axial Load Em Right End Axial Load T/B Em " "WairtTS Man Span Dnft Load/Load in PLF i Ti— , 1 j T08Ctoad I -c'Tran Del I '. Methoa Of Aiial Transfer T/B Left End " Detail 'Tfll Right'End Detail KmlePL Wood HB j Avg Screw LE RE LE 0 0/0" 00/0" RE"! Space (in) 120/0" V U L CRAFT GROUP Brigham ( ity Division Final SEQUE^ JOIST BILL OF MATERIAL JOB .VENIANA_REALfHSJ LOG.,CARLSBAD CA -_ DESC JOIST TYPE: _Longspan BRIDGING STRESS CtlP INC COLOR CODE "PIECE" COUNT' 5 SUMMARY NUMBER TlST"M'JfflBER~~ 4 SHT 1 OF 1 PRIWER Gray 1.0 COAT 1/13/2009 1:22 PM FILE NUMBER PHASE: 1;" REFER TCTDRAWN; J1 M<rk . Qly . [tosanatnt. Dtptri Type Ccadn , T16 1 32LH272/128 T17 1 32LH272/128 : T18, 1 32LH272/128 ' .TwralLerism TCW. ' lw 1CXR T«! | Ba* Lensin Bottom Cno.d Ext From OAL ! 8HG Deptn 56'-051/8"! 0'-091/2" F \ 55'-07 5/8" , ^3 0/0" ,3 0/0" 56-051/8" 0'-091/2" F' 55'-075/8" ; 3 0/0" : 3 0/0" 56'-051/8"! 0'-091/2"F , 55'-075/8", '2, 1'-031/2":2; 0'-07 3/8"; 3 0/0" 30/0" > T19 1 32LH272/128 56'-05 1/8"; 0'-09 1/2" F ; : | 55'-07 5/8'' 2 : 1'-03 1/21 ! ; 3 0/0" '3 0/0" ; T20A 1 28LH288/144 37'-020/0'< O'-O0 1/2" F ; , 37-011/2" i :' 3 0/0" 30/0" OSnACJ ^ElCSke* RE 1C Skew Mjrv ~: " "Nb ', ^B ' ""Sis' ~'~T£~ , T16; T17 T18- > T19 Y T20A i_eft End bearing Seat Slots T)&H Locator, £7 ^oe , TenglF ~Gage Gaye2! ': I I I . V-01 5/8" 13 ; 2 0/0" 4 0/0" r-01 5/8" ; _ 13 JIO/0" .4_0/0^ __ - - :- - •- --- - .--- Right Ei>o Bearmj Seat Slots CST laca^Ep "5 Size j TenQifi ' Gage ' ijageT" ! "* "1 0'-017/8" 13 20/0":40/0" 0'-01 7/8" 13 : 2 0/0" 4 0/0" -- - -- - - - -- •-- ; Hay Sope HE 0.375 R 0.375 R 0375 > 0.375 R 0.375 R LESeat HL S?P?__| _. 0.375 : L 0.375 ' L 0.375 , L 0.375 L 0.375 , L 0375 H 0.375 H 0.375 H 0.375 ' H 0 375 H ap Bringing O<p N IL£ Seat Pit ." RE Sea&lJ-'vRG SeatfclT TCKOepi'. 1" ' " " *" '" "••*" ^ " j"T ' • " ' " 1^3'^ c- -^ c_ : fct? ^ W&gft D-STANCfc D,S-ANa AO.OAD rr a-TC BC T16 80 T17 80 T18 80 T19 80 T2GA 80 T16SHORTBRG31/4"RE TuSHORT BRG3T/4" RE^ f18SriORT BRG"3 W RE T19 SriORf BRG 3 W RE 1.7 180 240 1.5 180 240 1.0 180 240 1.0 180 240 ; 1,0 -. 180 ! 240 - Re™'*E Step Oiaa Cedes General Notes Symoa 3ef:ntlions ,ALIGN PANELS -WOOD NAILERS ' I2006 IBC "JA-(1)SSB=1.1K T2GASHORTBRG31/4"RE u£7A._ER BK DETAIL CHECKER BRH DATA PROCESSING^^ DATA PROCESSING CHECKE ENGINEER. |A SHOP OR DER__SHOP ORDER CHECKEft/- NDP MULTIPLE LOAD CASE DESIGN SHEET REV'O. DATE: 7/30/Di JOB No.W84-08-0368 JOB NAME Ventana Real RETURN DESIGNS TO MULTIPLE LOAD CASE No.MULTIPLE LOAD CASE LABEL SSBUP MARK No. T20A MARK No. 0 T20A 0 0 0 0 0 MARK No. TOTAL LOAD 80 CONG. LOAD LIVE LOAD STRING DISTANCE BC UNIF LOAD LD BC DISTANCE XV ADLOAD -210 CONG LOAD STR INC STRING DISTANCE DRIFT LOADS A START B LOAD C LOAD D LENGTH AXIAL LOAD BC XV BEND LOAD TC BC DEFLECTION TOTAL LOAD LIVE LOAD GIRDER LOAD TOTAL LIVE END MOMENTS FIXED END LEFT RIGHT LATERAL LEFT RIGHT TCX LOADS LEFT RIGHT TOTAL LOAD CONG. LOAD STRING DIST.DEFLECTION JOIST LOAD BACKSHEET VULCRAFT GROUP Lin phalli < it) Division Distance ttf JOB: VENTANA REALPHS 2 L.OC. CARLSBAD SEQUENCE: .!_.____ j - -.oacs ^e M K DL - L cads "Stan A: LE Base Lengtn Ana Art Thei. ocated From Previous oiac CA T'6 ' / T-7 -| ™~~ ""-'; TI^ ; T2QA- &~{ ••jt-i T16 35'- 11 3/4" DBtan En 1— Bottom Chora Concentrated Loadb - Loaos are :i K;ps Loads Start At LE Base Length Ana AreTner Locatec Frnm Previojs Load ~UBah5"' >jf I oad" /__ / / cfana' r ^JffT "" load " TJ-Sance " Kit Oorc LrJorr. _.oack y ^R ! Loao ShT 1 - Loads Star At LE Base ^eng'Lr Ano Ai DBarce Exfl A/R REFER TO DRA. J1 - _jci-.e;--:'- -v. -. A 12.0 / 0.0 37-01 1,2" Bottom Cho>3 JniformloadElPLF) -Iba3s Htart AVCE'Base Ler.gtr And Are ""len id [oa9 " • LTiifincB" " Brf ^WR"1 " L"oad~ _', l ^ /__ / I" -—-I —i — BCBend "~j SPLC TCUL Man Span On ft Load / Load in PLF Main'Span Dnft Load / Load m PLF _-_v _JL i I i Main Span Dnft Load / Load in PLF 05 05 05 C.5 0.5 0.5 0.5 0.5 Lateral Moment W;6 Left Right t Loc Ti' Load IREOD <C-Load •D'Tran DO Left End Axial Load T/B T B T B T B T B T B w E Em -1 j Til •A' Start Loc Vlami •C'toad 1 TD'TranDst Right End Axial Load W E Em •A" Start Loc - ULoad 1 T'Load ~ j Method Of Axial Transfer (T/B T B T B T B T B T B Left End Detai T/B Right End ' Deta •D'Tran Out Knife PL LE RE — WoodHB LE 00/0" 00/0" oo/o- 00/0" 00/0' RE oo/o- 00/0" 00/0" 00/0" 00/0" ; Avg Screw Space (in) 120/0" 120/0" 120/0" 12 0/0" 120/0" rs JOIST BILL OF MATERIAL VULCRAFT GROUP trigham ( it> Dmsiun Final SEQUEM:E JOB. V_ENTANA_REAkPHS2 LOG JCARLSBAD L_ DESC: . _ BACKSrtfcT QUAMTITY BRIDGING STKtSSClip INt, JOIST TYPE: Longspan COLOR CODE PIECE'COUNT" 14 "" SUMMARY NoMBE? '• LTSTftjMBER'" .: 5 SHT 1 OF 2 : "PRIMER" . Gray 1.0 COAT 1/13/2009^:22PM FLE DUMBER 0368 PHASE: 1 REFERTC'CRA'.ViNt J1 Va,> Qi, Depth" T21. 4 2i F21A1 1 28LH288/144 T22 1 28LH288/144 T23 1 28LH288/144 T24 7 i 28LH288/144 LJeaj'Mien | . o^r^i Lengt ""y.ie loadd^ " ' 38/144 37'-11 38/144 ' . 37'-11 38/144 37-11 38/144 i : 37'- 11 38/144 37'-11 T 0/0" 0/0" 0/0" 0/0J 0/0" TC XL : Typ | 0'-09 1/2" F ; 0'-09 1/2"' F 0'-09 1/2"; F ; 0'-09 1/2'; F 0'-09 0/0" F , TCXR lyp | Base Lengm : 37-01 1/2". 37-01 1/2"; 37-01 1/2": ' 37'-01 1/2" 37-02 0/0" Bottom Chord Brt From GAL "No" CefT "; N"o "Rig'tii ' : ; 3 3 : i 2 0'-07 1/4" 3 i 2 1 '-04 5/8" 3 ' ' . 3 BRG Depth "eff " Re'hf 0/0" 30/0" 0/0" 30/0" 0/0" : 3 0/0" 0/0" 3 0/0" 0/0" 30/0" BaySbpe 0.375 0.375 0.375 0.375 0.375 Hf R R ' R : R R IF Seat Slope 0.375 0375 0375 0.375 0.375 ML L L L : L L F:£ Seat 0.375 0.375 0.375 0.375 0375 H H H H H «ark' T21. T21A T22 T23 T24 vtjf> T21 '21A T22 T23 T24 OSKA Cj • i F " C Skew, Rt- 1 C Ske^ "" "NS . FS J "RS'T TS"" y i v Left End Beanng Seat Slots DBH , Locatf;n . S( Size Lenylh • Gage • Gage2 " i-oTs/8" " 13 lo/0740/0" ^r-015/8" ! 13 2 0/0" '4 0/0" R;ght End Beanng Seat Slote i?BH ; Locatnn ' Sj See : Length ' Gage Gage2 I , i "" 0'-01 7/8" ! " 13 20/0"40/0"r * 0'-01 7/8'' 13 "2 0/OMO/O"" _ . . _ _. . . - BP Br,as;ng;j.p N'LESea;P('. N RE SeiiiU^R0 Se«t€»t- ' Type • Spaae , F : ' 'Let! R«hl ' iC{ ^'?LI ^L it."' '^'bt(^L tCu^^L(?cL i f\ "iIJ>^3^ !%1 1 TCX Depn AaaSe" TC.yy BCLyy DlSIANCt 80 80 80 80 80 AU^OAD 1.0 1.0 1.0 1.0 1.0 Weo""" 9^ 'P.Left" Rg"r:BA 'jfcp't^ Riy>! " Psafiie1:r^ff Rarit 180 240 , 180 240 180 240 / 180 : 240 '• 180 240 Rerwks Snop 0:der Genes T21!SHORT BRG 3 0/0" RE | 3 1/4" MIN SEAT @ RE' -21A;SHORT"BRG30/0" RE | 3 1/4" MIN SEAT~@ RE*" T22]SHORT BRG 3 1/4" RE T23;SHORT"BRG30/0T'RE General foies i Symro Definitions PANELS" 'W30D NAILER\2 1/2"\DF2\#14X2"\ 2006 IBC C - (2) SSB=0.7K . )ETA!LER BK DETAIL CHECKER BRH DATA PROCESSII^G,/ .V<", * I i * DATA PROCESSING CHECKER ENGINEER SHOP ORDER SHOP ORDER CHECKER JOIST LOAD BACKSHEET VULCRAFT GROUP Brigham < it\ Dmsion JOB: _V_EM_ANAR_EAkPHS_2_ LOG:. CARLSBAD. SEQUENCE: 1 CA LIST'NUMBER j 5 ! - SHT OF i ^ ~ LOAD SHEET *~~ REFER TTJlK. SHT 1 OF 1 J1 ; Top Cnorrj Concentrates Uiads - Loans are m Kips - Loads Slar. At LE Bast1 Lengtn And Are Then Located From Previous Load Milk ~1 Lur/d ' Dsiance j U 1^1; , 1 : T21Ar j-- - r - - ; - T22j-- ----- - -|- - - ----- - J23-- - - - -- - -t - -- -.-.... TO/i; 4- •T24, - ; --| :---- Load : Oiunm i Eit / / 1 / ~!~/"" " r" :^"/ r - •- -_. ... / ] T / : / : : Load DElance ; Ext / / : //""" " |" "" ' ~ "' "" /.. .._„.. ._r r / , ;/ i i/ i / ! ' Bonom Cnord Concentrated Loads - Loads are in KIDS - Loads Start At LE Base Length And Are Then Located From Previous Load MM* ' i Odd Ueianoe ttf _T2v--_-_ ; - r - TO1 AlI <:1A, " " ; - - - — . - -/ ' i T22: | -- -r- - TOO ' A__ ...L T24: - -(•--• - -----/ Load Utstance t-xt / •/ : "~ " / / / j __ / : / / / :.... - .._..__.. Load ; Criance Lxt / ; / • ' / / : 1 _ J _ / /' r " y/ p Ocrd un.fofTr: Loads (PLF)- Loaos Stan A: ..B Base Length Ana Are Then Located rron Prev,oi.s Load A.-R | .Load i DeJanoe Ext : / A 12.0 / 0.0 ;37'-01 1/2" / : / ! / , / f ^ j / •• ..:.... Jottom Chort unifom Loads (PLF) - Loads Start Al LE Base L T17RT rdiJ •"" " DBarfor r IB '/ __ ; "/ /. . .. ... , / ' / ^'R ' Load usance fcxt _ __ ; / : / ''• / ;_.^ ^ .. / / / // : / : er.gth And Are Then Located From Previous Load "A/R " L"oaa" ~~ ' Dfeance ^Ei" ^ j ^/ 1 / / i / / / /.. .....^. r, Spar Drft i oaa ;l •. oaa 'i PL F " Span Dnfi I oad / Load ir Pt F Main Span L>S Load / Load in PLF... .. TCBenc 3!_Benc SP^C ; . .. . . . . . .... r ..._ ... __ __ Nferk TCUL ' • 'A'SurtLoc 'E' Load -[.'Load , -D" Trar DB . 'A SMI! 101 Vlaii i;'Load "L Tian Dii A Start1 LQC "B lam T;Load T2r 0.5 0.5 : ' * r ! ^ ~^ ' : . Tv>6C T21A, 0.5 05 _ • T22' 0.5 _^ 0.5 ' T23i _0_5 _ 0.5 _; i T24'_ ^ 9s. 1 !_ F ix ed Moment Lateral Moment **"r« ' I'eft Righi W/5 Teff" Rghi.^ . i ^ IFiEQD :Left End Ax lai Load T2l| T21AJ1. T22| T23 TZ4J T/B_ jv_ ! ~' E T:" !Err _ _ ,_B: __ i ! -;---, - - -,_.- i -.— ^..^_.__j__... ^_- ,_.-._-_. : ' i < uU i i ' ; ' ! f?r—4—^ TB£ Tfl Fight End Axial Load Methoa Of Ax iai Transfer Knife PL WoodHB Avg Screw W ' £ i Em ] t/B left End DBtajT "TS^ Right'End'" DetaT" ~IE' ' ~RE ~ ~L£ "RE ' Space (ir; -I -\~i f—I -T • i iOO/0100/0"i 120/0"I B -^^4--J _ | I ! i •H B^T 1 BJ ! i i i — j H jo 0/0- | ! O(jtO i 00/0"; — 4 00/0" \ ! 1 ; i— i r ioo/oloo/o11! 120/0" 120/0" 120/0" IT I B!:00/0'iOO/0"| 120/0" MLJCOF3 VULCRAFT GROUP Unchain < il\ Division Final SEQUEM:E Vbik , Qty Doaunalun " [:ej7t!r~~ _~Typ~e "" ~ " "UTarlrs^ T24A: 1 28LH288/144 T24B. 1 28LH288/144 T25 1 28LH288/144 JOIST BILL OF MATERIAL JOB: VENTANA_REALPHS_2_ LOG CARLSBAD _CA _ ^ DESC: _ JOIST TYPE: Longspan I : G«eral Length j TOO Typ TCXR Typ j Baselengtn ; 37'-11 0/0"! 0'-090/0" F ' 37'-020/0" :; 37'-110/0"j 0'-090/0"'Fj ! ' 37'-020/0" :; 37-110/01 0'-09 0/0" F I : \ 37'-020/0": BACKSricET ; COLOR CODE SUMMARY NUV QUANTITY ! ' •) ; ' ITSTN UMBER" . 1 _ ' 5 BRrDGING s^Rtss • " PIECE COUNT "" ' SHT 0(r Br-nom Cnord Bjtl From OAi. Lell No BRG Depth 3 . ' - 30/0" 30/0" | ! 3 0/0" 30/0" '• 2 0'-071/4"i 3 0/0" ! 3 0/0" 2 2 ' PRIMER^ ...... Gray 1.0 COAT K "REFEK CSHACJ ! ETC Skew RE-TC Skew T24A' T24B T25 Le^i tnd Bearing Seat Slots BBH ' LocitDii leng»i 'r~Qige~~ "GagiJ 1'- 00 3/4" ' 13 2 0/0" 4 0/0" "DBH Right End Beanng Seat Slots "locaibri ^Ij7" Sze L 0'-023/8" 13 20/0"'40/0": BayScpa 0.375 0375 0.375 LFSeal Sope 0.375 0.375 L 0.375 L BP L_ BndgmgClip j NiE Seat Pit . Type ^^ace^ ~\ f J1 Stjpe 0375 0375 0.375 TO Deptr Camber 'Ado Self Fs TCLyy Weiam DISTANCE TC EC Mar bee Left Right "A ^itchea Jast 1'CrTt Depth Ryhf ~^5cF'.eTi ~'P I^pe" "Pla RiqK T24A 80 T24B 80 T25 80 10.. 1.0 1.0 180 i 240 180 240 180 240 Remarks Snop Order Codes Symtxjl Genera Notes /Symbot Definitions r24AiSHORT BRG 3 0/0" RE r24BiSHORT~BRG 30/0" RE~ T25F :C A NAILER\2 1/2"\DF2\#14X2"\ i2006 IBC "|A-(1)SSB=1.1K JC - (2) SSB=0.7K , 3ETAILER BK DETAIL CHECKER BRH DATA PROCESSING DATA PROCESSING CHECKER.ENGINEER SHOP ORDER SHOP ORDER CHECKER.CAP JOIST LOAD BACKSHEET VULCRAFT GROUP Bri^hani ( \t\ Dmsion JOB: VENTANA REAL PHS 2 LOG: CAR_LSBAD__ SEQUENCE: 1 CA cf Cnofd Cot.cenirdtoo I oaos - Lcaas are in r\.ps - Lo.ias Siai AliE Base Lc-r.gtr. And An? 'her .oce;eo Fro-n rrevious Loao "Diriiinoe i &t' T24A T24B T25 Loaa / ~ Ddance i Ext Botuyr OiorJ Cocicenttated Loads -- Toads are in Kips - t.oads Siart A; a; Base Length And Are Then Located Fro^i Previous Load "Fxl T24A T24B T25 ' "USance ^ Exf ~T55S~~ Urianoe 'Vli.- T24A T24B T25 1 C Ben^ BO aend 0 5 0.5 0.5 0.5 0.5 0,5 Mam, Spa' >fi _oaa ' i oad i- Pt f . ioc "B'Loa- "C'LOJC* . T)' Tran D«t i.ST NUMBER 5 SnT OF " LOAD SHEET" SHT 1 OF 1 V. "REFER".. J1 f, Cnofti Dr.. torn ..caas pi ^J - Loaas Sai Au.E BaseLengtr Ano A'e Tnen Located f ram Pfevr.ui, toac ~~j~~"~~~Lua<r ~ Dkanoe I Exf "DSance T Ext Ma> Span Dnft Losa / load ir PLF "Dsanoe " "i Main Spa^ E>htoad' Loac T PL^ r ix ej Women;, atera; Moment Left "~" ' "'Righl ":.VS ..... Lett "" " Right IRtOD Left End Axial load Right Ena A* ial Loaa Method Of Ax >al Transfer ; Knife PL WoodHB ' A,vg Screw 'Tffl, .*"_"" ^ " E 1 H_&5 L!*^ JY " _' E "_ "" "_ iinT_ ' 1 "f/B1 LeftEnd _; Detaii_ ^J/B _ RgntEnd . Detain LE _ RE ; ' LE ' i _R£"l _Spacef-!_ TO/1 A1 /4Ai T^4B; I i T25 ; i ! i; ; i -..j : i. _ . 1 i ii . L T' i B: . ! Ti ' I'B? " 1 T . : TsTi tf1 1 J6] ~" i._ _ _ _p..j.. -._j .. „ i B I r __ „ _-_ L iL . ..__ ' ]4rrn"T : : I, 1 .._....p ... 1 1 D i 1 ! i j jUU.U 1UU/U D j i j . P ; ! ! 1 ! :UU/U |UU/U 1 i J J '- • 'y 1 i j | | i i j 1 Q i • .00)0 iOO/uID 1 [ ' ' . ' . { B| J... LI L i j___L t .. IT1 t 4- -ill! 1 i Ui U 12 0/0 12 0/0 i OB No.W84-08-0368 NDP MULTIPLE LOAD CASE DESIGN SHEET JOB NAME Ventana Real RETURN DESIGNS TO DATE: 4ULTIPLE LOAD CASE No.MULTIPLE LOAD CASE LABEL SSBUP MARK No. T21A T24A T24B MARK No. 0 T21A 0 T24A T24B 0 0 MARK No. _ TOTAL LOAD 80 80 80 CONC. LOAD LIVE LOAD STRING DISTANCE BC UNIF LOAD LD BC DISTANCE XV ADLOAD -2.00 -2.00 -210 CONC. LOAD STR INC STRING DISTANCE DRIFT LOADS A START B LOAD C LOAD D LENGTH AXIAL LOAD BC XV BEND LOAD TC BC DEFLECTION TOTAL LOAD LIVE LOAD GIRDER LOAD TOTAL LIVE END MOMENTS FIXED END LEFT RIGHT LATERAL LEFT RIGHT TCX LOADS LEFT RIGHT TOTAL LOAD CONC. LOAD STRING DIST.DEFLECTION VULCRAFT GROUP Brigham City Dmsiun Final SEQUCNCE ,\Asr* Ur, ueaj-'-arr,," T26, 6 28LH288/144 T27 1 28LH288/144 T28' 1 28LH324/162 JOIST BILL OF MATERIAL JOB VENTANA REAL PHS 2 LOG CARLSBAD _ C A :__ DESC:.... ......__ JOIST TYPE: LongseaiL... 3ACKSriEI:~ QUANT n Y COLOR CODE PIECE COUNT 10 SUMMARY NUMBER 1 SriT OF 1 ...... "PRIMER ~ " Gray 1.0 COAT 1/12/2009 10 50 AM " FILE NUMBER W84 08 0368 priASTT" " REFffiTO"DRAWING " J1 T|* fCXR ''iff Base ..enij infir Cnora Exl '-rnrr OA. "left lie 37'- 11 0/0" 37'- 11 0/0" 37'-110/0": 0'-090,0" F 0'-090/0" F 0'-090/0" F T29, 1 28LH288/144j j T30 1 28LH324/162 37' 11 0:0" 0'-OS1/2", 37'-110,0" 0'-091/2" 37'-02 0/0" 37-020/0" 37'-02 0/0" 37'-01 1/2" 2 1 '-04 5/8" 2 V-043/4" 37'-01 1/2" +-4- 2 BRG Ljepth * Left" ~"KtiK 3 0/0" 3 0/0" 30/0" 30/0" 3 0/0" ; 3 0/0" 30/0" 30/0"; I " 30/0" 30/0" Bay Scue H^ 0.375 . R 0.375 R 0.375 R 0.375 R 0.375 R '.(-.SMI" -:i Swpe 0.375 L 0375 L 0375 L 0.375 , L- 0375 L RESo SM 0.3 0,3 0.3 0.3 03 ;**-. ^;s'- ^V — - 1 <:a i 1 £0.1 i 1 <;y ' : ''• ' i ' 1 1 ;_efi E^c iieaing Seal SiOk ~ 3&-. """" 'Located • -5- - 3& "'Te^ft- r-003/4" 4 13 20/0 i 1-01 3/4"^ : 13 1 2 0/0' — I • \ I 1'-015/8" ; ! 13 : 2 0/0' i I I Tiage ' SgeJ 4 0/0" : !40/0": i ;40/0"J~ i i Kign: Ens Beanij Sea; Slots ; 0'-023/8" ^ 13 20/OMO/0": i ; • i 0'-02 3/8"J~! 13 .20/0":4"6/0"i1 ~! I ^ : 0'-017/8" i j 13 !20/0":40/0"; •! J ' ' T/De ' ^aoe . i le ! | : 'I1'' 1 ! ll •'•"•' 111! ; j-^H - ,; ---4 I4< i ' ^ ; )r i ! : ; : P' 1 : : ^ i <;•j ; ; i i • l 0,375 H I H C> Jepr le^" Hig^rT It" Rigr-1 IX J? 1 ^'^p? ' Me'.Uprft" ~"!FS. 1 TCL'»Weight i ; DISTANCE T26; 80 ; T27! 80 ; I i T28| 80 i T29; 80 D,S ' ^^ irnDeFL;LLDea: TC Bc 1.0 |i 180 240 1.0 ~!i 180 i 240 '~ Web' !~ BRSMT'T D „ i*ii "leTTTeft T~^hi^ BA l^rcg^TL- '_ Pitcned Joist 4- T30J 80 "T~7 1.0 180 i 240 T 1.0 I 180 i 240 | , , , 1.0 || 180 240 i j i [ ] [ T26 T27 T28 T29 DETAILER BK DETAIL CHECKER. BRH DATA PROCESSING. < I Shop Order Codes Ai^ VIJ DATA PROCESSING CHECKER: \ V-> SymW ENGINEER \f SHOP ORDER / General Moles / SymtxH Definitions ALIGN PANELS WOOD NAILER\2 1/2"\DF2\#14X2"\ 2006IBC SHOP ORDER CHECKER JOIST LOAD BACKSHEET VULCRAFT GROUP Brijjham ( ir> Division JOB VENTANA REAL PHS 2 LOG:. CARLSBAD, SEQUENCE: 1 "LIST NUMBER" SHT OF CA REFER SH7 1 OF 1 J1 top Chora ujncentrgtea loans - Loads are in Kips - Loads Stan At L£ Base Length And Are Then Located Fron. Previous Load Distance " brt T26: T27 T28 T29' T30 Dstance "Exi LcauT pCrxyc Lin form Loads PL^I - Lcaos Sm™ At . r Ei:c ^r;' ofld Osar -E Fr i ocatea F^or Previous i_oad Load Distanbe" Bohtri Cnord Concentrated Loads -loads are in Kips -^oads Start A! LE Base Lengtl-, And Are Then Located Frorr'PwiO'js Load T26 T27- T2S- T29 T30- "XfeTl ~ T26^ _T27^ _T28: _T29^ T30I ZHZ1"I u_. TCBena j BCBena i SPLC L. I-JCUL 0.5 i 0.5 j a^ 0.5 0.5 I— -t-— 0.5 0.5_ 0.5 0.5 I 0.5 ! Fixed Moment T26 T27 T28 T29 T30 Heft "Right Main Span Drift Load / Load in'PLF Sttom OioniUnilotm Loads "(PIT) - loads StartAt CEBase Lehgtft Andfe THen Located FurTPrev'ious Load1 [oa3 TJHanoe" ~~T~ExT •A'SlartLoc ! -B-Load Lateral Moment Mam Span Dnft Load / Load in PLF OEFanoe Tjfl _ ._Main Span Drift Load / Load in PLF •D'Tran Di W/E Left Right IREOD Left End Axial Load T/B] W Em VLoad •C'Lo Rght End Axial Load T/B Em Loan T/8 T B T B T B T T T B r~ D'Tran DB Metri Left End odCro [ 'A' Hart Loc 1 | 1 \ •B-Loaif •C1 Load | -o- Tran 1 i Utt 1 I I f Ax lal Transfer eta1 TB Right End Detail Knif ~Tfr sPL [~RE~ WoodHB r LE 00/0" 00/0' 00/0' 00/0" 00/0" RE1 00/0" oo/o- 00/0" 00/0" oo/o- ! - Ak s 9 Screw sace [in] 12 0/0" 120/0" 12 0/0" 120/0" 12 0/0" I VULCRAFT GROUP Brilliant ( in Division Final SEQUEM:E JOIST BILL OF MATERIAL JOB: VENTANA REAL PHS 2 LOG. CARLSBAD CA i DESC JOIST TYPE: Longspan__ _ BACKSltE7 QUANTITY 1 COLOR CODE SUMMARY NUMBER- 1 7 SHT 1 OF 1 ' PRWIER "" Gray 1 0 COAT 1/12/2009 10 50 AM MLE NUMBER" W8408 0368 PHASE: 1 J1 Mjri. Qiy Oeggnatrr Overal Length r^XL ', Typ "CXR TVC Base Lengtf T31 1 28LH288/144 37'- 11 0/0" 0'-09 1/2" F , , 37'-01 1/2" T32 1 28LH288/144 37-110/0" 0'-09 1/2" F : 37-01 1/2" T33| 2 28LH288/144 , 37'- 11 0/0'< 0'-090/0"F| • : 37-020/0" < T34 1 .28LH288/144 . 37-110/0" 0'-09 0/0" F 37'-02 0/0" CS^A;X LF'CS'e* RT'CS*ew ' TJirT-- >is "^ " MS" ' T? T31; Y T32, Y ; i T33! Y T34: Y i I ! ! .e^E-dBea-^gSea'.Siots HBH Tocalion "?T ^5i2B lengtf 1 Hage ~TjagpJ 1 V-013/4" i 13 : 2 0/0"i4 0/0"' i ; i ; . I : 1'-015/8" . ! 13 20/0"'40/0"; • ' i ill '• 1'-Ob3/4"" i 13 20/0"!40/0" ; 1'-003/4"r[ 13 ; 2 0/0"! 4 0/0'' 1 i ' i I ; ; i | • ! I : i i 2 r-043/4" 2 V-035/8" 2 ' '• 2 2 1 '-03 5/8" Right r.ndBeamg Sea: E.ss ~UFFT ~ ToMThn ^ ? SJe " '_eng1t- Gage^ 1 0'-01 7/8" ~"oT-oT7«" : "" 13 '20/0"40C i 13 2 0/0^4 0/0" •, OAL i 9*?G Deptti ! 3 0/0" : 3 0/0" 0-071/4" 30/0": 30/0" 0-071/4"; 3 0/0" 30/0" ! 3 0/0" | 3 0/0" "Cage?" ; • i |_ 0-01 7/8" 1 1 0'-01 7/8" : 13 .20/0"!40/0" ^~ I 13 ', 2 0/0"-4 0/0"* i • ' '• 'I ' ' j 1 0.375 0.375 0.375 0.375 ME R R R R LFSejt «L 0.375 L 0.375 ! L 0.375 i L 0.375 ' L WE Sea' Stooe 0375 0375 * 0375 * 0,375 1 '* -7*fTs0i|- ^tS9a'3: " ^^^^S^r.^-^ : i | \>"L- ^':^ \iS^? lbl(l? : '^ i "C: i ! : : •: i ! : i \ ! I i • '- NetUWilt TCLyy | BCLyy DISTANCt I DISTANCE J'PType j P»* RohT I ~ OFseTRBgeTo —f._.__).—J— General Notes J Symbol Definitions. Shop CWet Codes SHORT BRG 3 1/4" RE r ! T32 SHORT BRG 31/4" RE I T^3SHORTrBRG3l/4rRE" ^34 SHORT" BRG 3 i74n"RE DETAILER BK DETAIL CHECKER: BRH DATA PROCESSIN(?T\A DATA PROCESSING CHECKER: ALIGN PANELS WOOD NAILER\2 1/2"\DF2W14X2"\ 2006 IBC ENGINEER:SHOP ORDER:SHOP ORDER CHECKER.CAP: JOIST LOAD BACKSHEET VULCRAFT GROUP Brig>hain C'ity l)i\ision JOB VENTANA REAL PUS 2 LOG: CARLSBAD SEQUENCE 1 CA _CA- SHEET" V, REFCR , J1 Top Chora Concentrated Load*, - Lcaas. ate -n Ktps ~ Loads Siart W LE Base ..er,gth Ana Are ' hen Located ^rom Previous Load T31 -•' T32' - l T33 T34 i - -- -- Distance Ext i — Load J _ .__[ / Dstar - T — ..... OS - ^ U" .._. -- / / . i L: ad 1 . .;«aios "Ext' .... !.__..: : _ /.._.. -I/ /--- J ... / : Bottom Oiora G)ncennated Loaas - Loads ate in Kips - Loads Start At LE Base Length And Are Then Located From Previous Load S/» 1 ' load T31 I T33 | T34 Mart _ 1 ( , . _. .' 1C Bend _. ..... T31J_ 0.5 T32 T33 0.5 0.5 T34J 0.5 ~ "SET" T31 T32 T33 T34 ._.. Detarioe T titf i h -- -- - j 1i i .j 1 i i_,..._ . _______ BCBend 0.5 0.5 0.5 .... 0.5 Fixed Moment Left Right SPLC TCUL Load | Distance ' r ~B8 / — -J- / r -- 1 i J i / / / / i~i~ load' r "DBS vx ~BBT / / ' : / / ; j/ ! / i / / | / , / Main Span Dnft Load / Load in PLF •A' SUlt Lot Lateral Moment j 1R£QD WE Left Right T Load J_ . I/B T B ^ ti T B T B T B w TTLoad "D'Tran Dti Uft End Axial Load T~E Em L l1 i 1 i 7 p Chorcl Unitotm Loaas pLF ) MR t_ load -~t- " "/ ' ' "7 ' / / - i-CodS Slti^. A', .r 3':R.C ^fr'C' -- - 0 — - - aa-=B if. --- ! rdS6rn~T3iordTlnifonT Loads ]PLFT- LoadsTSIart At 11 Basel S/R ^jj DBanS ExT / / , / ; ! / — Main Span Dn Load/Load f 'A' Start Loo | "8" Load 4- l-i / // // / nPLF 1C' Load Right End Axial Load T/B7 W r E Em D'Trar M i i 1 1 •" I •A'StartLoc - i-c-T~-«- j.at-cr -i = --.:_=__--«.• - - '- • 1. ... . ; .. / ! / / ength And" AreThenLOcaiedTiorfPrei/iOus Lead ATFT^ CoaH DBarioi" Eia ! / I : / i / : ' r ; : i• / ' ' ! i 1 i ' ' \1 \ i, i • \~'\'~ r -\ " Main Span Dnft Load / Load m PLF , i; TC'S'""8" Load "C'Lcad T)' Tfan Det ; 1 i r . ii Method Of Ax al Transfer T/B T B T B T B T B T 6 Left End Delail I/B Right End Knife PL Wood HB Avg Screw Detail LE RE LE ! RE H Space (in) 0 0/0" 0 0/0" 1 2 0/0" Q 0/0" 0 0/0" 12 0/0" U 0/U U U/LT 1 i U/U u u/ir u ivir i i u/u K-SERIES (ANGLE WEB). LH SERIES, AND JOIST GIRDERS OVERALL LENGTH AUXILIARY WEB DETAIL 8 /^AUXILLARY WEB VARIABLE PANEL END PANELEND PANELJVARIABLE PANEL DETAIL 2 (Vn IF RTICAL] /2DR 4R 3R\ 1 / /2R BC RIGHT . BC RIGHTINTFRIOR PANFI DETAIL 1 END PANEL q VARIABLE ' PANEL VARIABLE "> END PANELPANEL L DETAIL 1 JL LJ DETAIL 1 r L DETAIL 1 JL DETAIL 1 1 DETAIL 1 J r L J. r L DETAIL 1 DETAIL 1 *-*- DETAIL 1 DETAIL 1 (KNIFE PLATE)DETAIL 1 (KNIFE PLATE) M I I DETAIL 2 • 1 ANGLE DETAIL 2 2 ANGLES . ROUND ROD DETAIL 2 -2 ANGLES 2 ANGLES DETAIL 3 .2 ANGLES , ANGLE 2 ANGLES- DETAIL 3 DETAIL 3 ANGLES DETAIL 3 DETAIL 4 1 ANGLE DETAIL 4 2 ANGLES DETAIL 4 1 ANGLE 2 ANGLES 1 ANGLE *£1 DETAIL 5 -r- \ —r- A DETAIL 5 ; 2 ANGLES DETAIL 5 2 ANGLES-^ X-Xs DETAIL 5 1 OR 2 ANGLES DETAIL 6 -2 ANGLES/V2 ANGLES 2 ANGLES- DETAIL 7 2 ANGLES 2 ANGLES DETAIL 8 2 ANGLE: 1 OR 2 ANGLES (AUXILLARY WEB) 1 OR 2 ANGLES (AUXILLARY WEB) DETAIL 9 DETAIL 9 STEEL- WOOD HYBRID PROJECTS ONLY STANDARD NAILER ATTACHMENT SHOP INSTALLED WOOD NAILER 9/32" DIA. HOLE- IN TOP CHORD 2 1/2" or 1 14 X 2" min w/2 1/2" NAILER 14 X 1 3/4" min w/1 3/4" NAILER [ASTM A449/SAE GRADE 5) JOIST TOP CHORD PLAN VIEW NAILER SCREW SPACING •#14 WOOD SCREWS ( ASTM A449/SAE GRADE 5 ) J/jffP kcREfr'ISPACVf SPACE / 2 X AVE / SCREW Vv_SPACE 2 X AVE / 2 X AVESCREWSPACESCREW SPACE AVG SCREW SPC = 12" MAX SEE CALCULATIONS FOR ACTUAL SCREW SPACING DETAIL 11 K-SERIES (ROD WEB) JOISTS OVERAU- LENGTH NUMBER OF INTERIOR PANELS DETAIL 13 AUXILIARY WEB r PER SHOP ORDER 1" MIN DETAIL 11 (a) PER SHOP ORDER 1" MIN DETAIL 11 (b) L XV. DETAIL 11 (c) LJ DETAIL 11 (d) \\ ROUND ROD DETAIL 12 ROUND ROD- DETAIL 14 DETAIL 15 ROUND ROD- DETAIL 16 K (AUXILIARY WEB) —t? \ /—1 OR 2 ANGLES DETAIL 17 -1 OR 2 ANGLES DETAIL 18 (AUXILLARY WEB) 3-0 , 1 TCXL *X 3-1 5/8 ^ >r /^V 1 3-0 '1-6 / N^1 m \^ -V/Xx, , / X. > <4/ N& in / \ J7S/ \«> ^\^7 \- $^%7 \m <&/ \& 7 \ 01 «§/XSs> 7 \ o &/X £ X ^ $/ #/t X D=32 0/0 4-1 5/8 2-0 18 @ BASE LENGTH = 32LH272/128 TCXL =0-9 1/2 CHORD FY = TOP CHORD WOOD: 2 1/2 DF2 LSEAT L 2 L 2 2-6 55- 7 50. KS 5/8 I WEB FY =50. KS] .50X2.50X0. 197 TCXR = SCREWS: #14 X 2 2.00X2.00X0.250 BCXL =0-7 0/0 WEB QTY 2 1 2DL 1 3 2B 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 V5 1 11 1 12 1 MARK: Tl SI:ZE 1 ROUND L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 2.00X2 L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 1.25X1 L 1.50X1 L 1.50X1 25X0. 1 25X0. 1 50X0. 1 25X0. 1 00X0. 1 BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 2.00X2. .00X0.250 BCXR = WELD SIZE WEB QTY 3. IX. 325 V6 1 09 2. OX. 109 1 09 5.7X.109 1 2R 1 1R 1 38 4.4X.138 V7 1 09 2. OX. 109 10R 1 37 3.9X.137 9R 1 25X0.109 4.3X.109 V8 1 25X0. 1 50X0. 1 25X0. 1 25X0. 1 50X0 . 1 25X0. 1 25X0. 1 50X0. 1 50X0 . 1 09 2. OX. 109 8R 1 70 2.3X.170 7R 1 09 3. OX. 109 V9 1 09 2. OX. 109 6R 1 15 2.3X.115 5R 1 09 2.4X.109 V10 1 09 2. OX. 109 4R 1 15 2. OX. 115 3R 1 15 2. OX. 115 2DR 1 2R 1 W84--08-0368-01 LIST 1 SIZE u1-2 b- o 12.0 00X0. 0- 7 3-4 0/0II 250 0/0 WELD SIZE L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1 .25X1.25X0. 109 L 1.50X1.50X0.138 L 1 .25X1.25X0. 109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1 .25X1.25X0. 109 15/16 ROUND 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 4. 4. 2. 3. 3. 2. 2. VENTANA REAL PHS 2TUE, 20-UAN-2009 OX. 109 4X. 109 OX. 1 15 OX. 109 4X . 109 2X. 138 OX. 109 4X . 109 2X. 137 OX. 109 4X. 1 15 2X. 137 OX. 109 BX. 170 4X. 163 OX. 109 8X .3 15 11: 08: 33 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 ADDLOAD 1.0/0.0 (PPS: TC = 23, BC=11)BENDLOAD TC=0.5/0.0 BC = 0. 5/0.0 MARK: T! W84-08-036B-Oi LIST 1 VENTANA 11;0a;33 3-0 , 1 TCXL tX 4- 3-1 s/d "XT' ^ / \T PJ «i/ \tf rn A/ \? tMX \7 \/ \ 1 5/8 2-0 a/No in O/\& «> j&'^to/ \7 \y \ D=32 0/0 18 @ 2-6 BASE LENGTH = 55- 7 32LH272/128 r- ^^? " S/^fr "> <$/^$v \y \y \ 5/8 i i 3~°'i-e1 o &/\gl $/t 7 Al/ 3-4u1-2 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL -0-9 1/2 TOP CHORD 2 L 2.50X2.50X0.230 TCXR =WOOD: 2 1/2 DF2 SCREWS: #14 X 2 LSEAT L 2.00X2.00X0.250 BCXL =0-8 3/4 BOTTOM CHORD 2 L 2.50X2 SPACE: RSEAT L 2.00X2. .50X0 .230 BCXR = WEB QTY SIZE WELD SIZE WEB QTY SIZE 2 2B 2DL 13 2B 4 1 V2 15 1 6 1 V3 1 7 1 8 1 V4 1 9 110 1 V5 1 11 1 12 1 MARK: Tl L 1.50X1.50X0.115 10.4X.115 V6 1 L 1.50X1.50X0.115 2.2X.115 12R 1 L 1.50X1.50X0.115 6.4X.115 11R 1L 1.50X1.50X0.170 4.2X.170 V7 1 L 1.25X1.25X0.109 2. OX. 109 10R 1 L 2.00X2.00X0.163 4. OX. 163 9R 1L 1.50X1.50X0.138 4. IX. 138 V8 1 L 1.25X1.25X0.109 2. OX. 109 8R 1 L 2.00X2.00X0.137 3.6X.137 7R 1 L 1.25X1.25X0.109 3.8X.109 V9 1L 1.25X1.25X0.109 2. OX. 109 6R 1 L 1.50X1.50X0.170 2. OX. 170 5R 1 L 1.25X1.25X0.109 2.4X.109 V10 1L 1.25X1.25X0.109 2. OX. 109 4R 1 L 1.50X1.50X0.115 2. IX. 115 3R 1 L 1.50X1.50X0.115 2. IX. 115 2DR 1 A W84-08-0368-01 2R 1 L 1.25X1.25X0.109 L 1 .50X1 .50X0. 115 L 1.50X1.50X0.115L 1.25X1.25X0.109L 1.25X1.25X0.109 L 1 .50X1 .50X0. 170 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.138L 2.00X2.00X0. 163 L 1.25X1.25X0.109 L 2.00X2.00X0. 163L 2 .00X2.00X0 . 187L 1 .25X1 .25X0. 109 1 ROUND LIST 1 VENTANA REAL PHS 2 0- 0 0/0 12.0" 00X0.250 0- 8 3/4 WELD SIZE 2. OX . 109 2. IX. 1152. IX. 1152. OX. 1092.9X. 109 2.3X. 170 2. OX. 1094.3X. 109 4. OX. 137 2. OX. 1094.5X. 1384.3X. 163 2. OX. 109 4 ,8X. 163 3 .5X. 1872. OX. 109 3.2X.325 TUE, 20-JAN-2009 11:08:33 STANDARD CASE-- DEFL LIMITS LEFT TOTALLIVEEXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORM TC UNIFORM NET UPLIFT ADDLOAD BENDLOAD SPECIAL CASE # EXTL TC UNIFORMADDLOAD DESIGN REQUIREMENTS RIGHT MAIN 180240 272/128 0- 9 1/2 80 0- 9 1/2R 272/128 55- 7 5/8 A 12/0 55- 7 5/8 80 55- 7 5/8 2.2/0.0 (PPS: TC = 23, TC = 0.5/0.0 BC = 0.5/0 1 SSB UP 0 0-9 1/2 -2.6 (PPS: TC = 23, BC=11) BC=11) 0 MARK: T1A W84-08-0368-01 .1ST 1 VENTANA REAL PHS 2TUE, 20-JAN-2009 11:08:33 3-0 , TCXL A\ 4- 3-1 5/8 \p No /\? ™ v'^X? <" -v/X? ^\/ \/ \/ \ 1 5/8 2-0 / \fc m *y\? a dy\b\ > X \ > y NV\/ \7 \ 0=32 0/0 18 @ 2-6 BASE LENGTH = 55- 7 32LH272/128 CHORD FY = 50. KS &/\& a ,9>/\4, m <&/\3j>/ \y \/ \ 5/8 I WEB FY = 50. KS1 TCXL =0-9 1/2 TOP CHORD 2 L 2.50X2.50X0.230 TCXR = WOOD: 2 1/2 DF2 SCREWS: #14 X 2 LSEAT L 2.00X2.00X0.250BCXL =0-8 3/4 BOTTOM CHORD 2 L 2.50X2 SPACE:RSEAT L 2.00X2. .50X0.212 BCXR = WEB QTY SIZE WELD SIZE WEB QTY SIZE2 1 2DL 1 3 2B 4 1 V2 1 5 1 6 1V3 1 7 1 8 1 V4 19 1 10 1 V5 1 11 112 1 MARK: Tl 1 ROUND 3.5X.325 V6 1 L 1.25X1.25X0.109 2. OX. 109 12R 1 L 1.50X1.50X0.115 6. IX. 115 11R 1 L 1.50X1.50X0.170 4. IX. 170 V7 1L 1.25X1.25X0.109 2. OX. 109 10R 1 L 2.00X2.00X0.137 4.5X.137 9R 1 L 1.50X1.50X0.138 3.9X.13S V8 1L 1.25X1.25X0.109 2. OX. 109 8R 1 L 2.00X2.00X0.137 3.4X.137 7R 1 L 1.25X1.25X0.109 3.6X.109 V9 1 L 1.25X1.25X0.109 2. OX. 109 6R 1L 1.50X1.50X0.138 2.3X.138 5R 1 L 1.25X1.25X0.109 2.4X.109 V10 1 L 1.25X1.25X0.109 2. OX. 109 4R 1L 1.50X1.50X0.115 2. OX. 115 3R 1 L 1.50X1.50X0.115 2. OX. 115 2DR 1 B W84-08-0368-01 2R 1 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1.50X1.50X0.115L 1.25X1 .25X0. 109L 1.25X1.25X0.109 L 1.50X1.50X0.170L 1.25X1.25X0.109L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 138L 2.00X2.00X0. 163 L 1.25X1.25X0.109 L 1 .50X1 .50X0 . 170L 2.00X2.00X0. 187 L 1.25X1.25X0.109 15/16 ROUND i i 3~°'i-e' 0 <X/\ J ^/f 3-4u1-2 b- o o/o12.0"00X0.250 0- 8 3/4 WELD SIZE2. OX. 109 2. OX. 115 2. OX. 1152. OX. 1092.7X. 109 2.2X. 170 2. OX. 1094. IX. 109 3.8X. 137 2. OX. 109 4.3X. 1384. IX. 163 2. OX. 109 4 .4X . 170 3.3X. 187 2. OX. 109 3. IX. 315 LIST 1 VENTANA REAL PHS 2TUE, 20-JAN-2009 11:08:33 cxi ooco ii\ \\ u^cxiLnincomo i en i io in in ii •i inin i uoo LDH- iiin .0 \c_>\r\ajin ZOOi-HCO^roo oo OJ u. .m en . mi cxio u CJ D_ 0-0— • cn OD_OD_ CXIOCXICXIOO\ID Q_ en cxi cxi o -mCD \ocn o I-H . . 03 II CO CL GC< -CJ CXI Li_ LULU DTLLDCOILL DCcn_j OH-lOOHHQQLLioa mcn 00o LU cn oI CO LDmoI COo CD a: 3-0 , , TCXL *\ 4- 3-1 5/81 x V /^v ™ V//NV <•> v/^V ^XX \/ \/ \ 1 5/8 2-0 / Xo in O/ \Jo ID $/ \&,\/ \'7 \ 0=32 0/0 IB @ 2-6 - $/ T* <o <&/x& m <8y^%>> f' \ > 7^ \ > /^ \ i i 3"° i'i-e1 ' 0 <$/\ J rife/t / ^\l/ 3-4u 1-2 BASE LENGTH = 55- 7 5/8 32LH272/128 CHORD FY = 50. KSI WEB FY = 50. KS] TCXL =0-9 1/2 TOP CHORD 2 L 2.50X2.50X0.212 TCXR =WOOD: 2 1/2 DF2 SCREWS: #14 X 2 LSEAT L 2.00X2.00X0.250 BCXL =0-8 3/4 BOTTOM CHORD 2 L 2.50X2 SPACE: RSEAT L 2.00X2. .50X0.212 BCXR = WEB QTY SIZE WELD SIZE WEB QTY SIZE 2 12DL 1 3 2B 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1V4 1 9 1 10 1V5 1 11 1 12 1 MARK: Tl 1 ROUND 3.4X.325 V6 1 L 1.25X1.25X0.109 2. OX. 109 12R 1 L 1.50X1.50X0.115 5.9X.115 11R 1 L 1.50X1.50X0.170 3.9X.170 V7 1L 1.25X1.25X0.109 2. OX. 109 10R 1L 2.00X2.00X0.137 4.4X.137 9R 1 L 1.50X1.50X0.115 4.6X.115 V8 1 L 1.25X1.25X0.109 2. OX. 109 8R 1L 2.00X2.00X0.137 3.3X.137 7R 1 L 1.25X1.25X0.109 3.5X.109 V9 1 L 1.25X1.25X0.109 2. OX. 109 6R 1L 1.50X1.50X0.138 2.2X.138 5R 1 L 1.25X1.25X0.109 2.4X.109 V10 1 L 1.25X1.25X0.109 2. OX. 109 4R 1L 1.50X1.50X0.115 2. OX. 115 3R 1 L 1.50X1.50X0.115 2. OX. 115 2DR 1 C W84-08-0368-01 2R 1 L 1.25X1.25X0.109 L 1.50X1.50X0.115L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0.109L 1.50X1.50X0.170L 1 .25X1.25X0. 109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.138 L 2.00X2.00X0. 163L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0. 187 L 1.25X1.25X0.10915/16 ROUND [0- 0 0/0 12.0" 00X0.250 0- 8 3/4 WELD SIZE 2. OX. 109 2. OX. 1152. OX. 115 2 .OX. 109 2.6X. 1092. IX. 1702 .OX . 109 3.9X. 109 3. 6X. 1372. OX. 109 4 . IX . 138 3.9X. 1632. OX. 1094 .2X. 170 3.2X. 187 2 .OX . 1093 .OX .315 LIST 1 VENTANA REAL PHS 2TUE, 20-JAN-2009 11:08:33 STANDARD CASE-- DEFL LIMITS LEFT TOTAL LIVE TC UNIFORM NET UPLIFTUNIFORM NET UPLIFT ADDLOAD BENDLOADSPECIAL CASE # EXTL TC UNIFORM ADDLOAD DESIGN REQUIREMENTS EXTL MAIN TC RIGHT MAIN 180 240 272/128 0- 9 1/2 80 0- 9 1/2 (R) 272/128 55- 7 5/8 80 55- 7 5/8 1.8/0.0 (PPS: TC = 23, ~ TC=0.5/0.0 BC=0.5/0 1 SSB UP 0 0-9 1/2 -2.0 (PPS: TC-23, BC=li; BC=II; 0 MARK: TIC W84-08-0368-01 LIST 1 VENTANA REAL PHS 2TUE, 20-UAN-2009 11: 08: 33 , 3-0 ,I TCXL tX 4- 3-1 s/el ^-s? s& / \y nj <n/ \S m -v/ \# MMX \/ \/ \ 1 5/B 2-0 / \fe in O/ \&> a $/ \ff\/ \y N D=32 0/0 18 @ 2-6 5 <!^^? g ^^^ 5 S/^b 3-0 1-6 2 $/\ S -zS^iy ^/ 3-4 1-2 BASE LENGTH = 55- 7 5/8 32LH272/128 CHORD FY = 50. KSI WEB FY = 50. KS1 TCXL =0-9 1/2 TOP CHORD 2 L 2.50X2.50X0.230 TCXR = WOOD: 2 1/2 DF2 SCREWS: #14 X 2 LSEAT L 2.00X2.00X0.250 BCXL =0-8 3/4 BOTTOM CHORD 2 L 2.50X2 SPACE:RSEAT L 2.00X2. .50X0.212 BCXR = WEB QTY SIZE WELD SIZE WEB QTY SIZE 2 2B 2DL 1 3 2B 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 V5 1 11 1 12 1 MARK: Tl L 1.50X1.50X0.115 10. IX. 115 V6 1 L 1.25X1.25X0.109 2.3X.109 12R 1 L 1.50X1.50X0.115 6.2X.115 11R 1 L 1.50X1.50X0.170 4. IX. 170 V7 1 L 1.25X1.25X0.109 2. OX. 109 10R 1 L 2.00X2.00X0.163 3.8X.163 9R 1 L 1.50X1.50X0.138 4. OX. 138 V8 1 L 1.25X1.25X0.109 2. OX. 109 8R 1 L 2.00X2.00X0.137 3.5X.137 7R 1 L 1.25X1.25X0.109 3.7X.109 V9 1 L 1.25X1.25X0.109 2. OX. 109 6R 1 L 1.50X1.50X0.138 2.4X.138 5R 1 L 1.25X1.25X0.109 2.4X.109 V10 1 L 1.25X1.25X0.109 2. OX. 109 4R 1 L 1.50X1.50X0.115 2. OX. 115 3R 1 L 1.50X1.50X0.115 2. OX. 115 2DR 1 D W84-08-0368-01 2R 1 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1 .50X1 .50X0. 115 L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 170 L 1.25X1.25X0.109 L 1.25X1.25X0. 109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.138 L 2.00X2.00X0. 163 L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0. 187 L 1.25X1.25X0.109 1 ROUND LIST 1 VENTANA REAL PHS 2 [ 0- 0 0/0 12.0" 00X0.250 0- 8 3/4 WELD SIZE 2. OX. 109 2. OX. 115 2. OX . 115 2. OX. 109 2. 8X. 109 2.2X. 170 2. OX. 109 4.2X. 109 3.8X. 137 2. OX . 109 4 ,4X . 138 4. IX. 163 2. OX. 109 4 .4X . 170 3.4X. 187 2. OX. 109 3 . IX. 325 TUE, 20-JAN-2009 11: 08: 33 STANDARD CASE-- DEFL LIMITS LEFT TOTAL LIVE EXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORMNET UPLIFT ADDLOAD BENDLOAD SPECIAL CASE # EXTL TC UNIFORM ADDLOAD DESIGN REQUIREMENTS RIGHT MAIN 180 240 272/128 80 (R) 272/128 80 2.2/0.0 TC=0.5/0 1 SSB UP 0 -2.6 (PPS: 0- 0- 955- 55- 7 (PPS: TC = 23, .0 BC=0.5/0 9 1/2 1/27 5/8 5/8BC=H;0 0- 9 TC = 23, 1/2 BC=11. MARK: T1D W84-08-0368-01 LIST 1 VENTANA REAL PHS 2TUE, 20-UAN-2009 11:08:33 3-0 , TCXL tX BCXL 4- 3-1 5/8 X. N? /MX i . 3-0 '1-61 \ i / N? n \/ \£> t \ D / 'X\fo m \ 9 rr 9 1 0/\7 \ i 8 Q ,/\ «= <F X-p7 \"• ^^9y \B> &//\£>7 \ m <g/ \& 7 \ o &/\ a7 \i -s/t]/ D=32 0/0 1 5/8 2-0 IB @ BASE LENGTH = 32LH272/12B TCXL =0-9 1/2 CHORD FY = TOP CHORD WOOD: 2 1/2 DF2 LSEAT L 2 L 2 2-6 u1-2 3-4 55- 7 5/8 50. KSI WEB FY =50. KS] .50X2.50X0. 197 TCXR =SCREWS: #14 X 2 3.00X2.00X0.250 BCXL =3-6 1/2 WEB QTY 2 1 2DL 1 3 2B 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 V5 1 11 1 12 1 S]:ZE 1 ROUND L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 2.00X2 L 1.25X1 L 1.25X1. L 1.50X1 L 1 .25X1 . L 1.25X1. L 1 .50X1 . L 1 .25X1 . L 1.25X1. L 1 .50X1 . L 1.50X1 25X0. 1 25X0. 1 50X0. 1 25X0. 1 00X0 . 1 25X0. 1 25X0. 1 50X0. 1 25X0. 1 BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 3.00X2. .00X0.250 BCXR = WELD SIZE WEB QTY 3. IX. 325 V6 1 09 2. OX. 109 1 09 5.7X.109 1 2R 11R 1 38 4.4X.138 V7 1 09 2. OX. 109 1OR 1 37 3.9X.137 9R 1 09 4.3X.109 V8 1 09 2. OX. 109 8R 1 70 2.3X.170 7R 1 09 3. OX. 109 V9 1 25X0.109 2. OX. 109 6R 1 50X0. 1 15 2.3X.115 5R 1 25X0.109 2.4X.109 V10 1 25X0.109 2. OX. 109 4R 1 50X0. 1 50X0 . 1 15 2. OX. 115 3R 1 15 2. OX. 115 2DR 1 2R 1 MARK: T2 W84--08-0368-01 LIST 1 SIZE 0- 0 12.0 00X0. 0- 7 0/0II 250 0/0 WELD SIZE L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.138 L 1 .25X1 .25X0. 109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1 .25X1 .25X0 . 109 15/16 ROUND 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 4 . 4 . 2. 3. 3. 2. 2. VENTANA REAL PHS 2TUE, 20-JAN-2009 OX. 109 4X. 109 OX. 1 15 OX. 109 4X. 109 2X. 138 OX. 109 4X. 109 2X. 137 OX. 109 4X. 1 15 2X. 137 OX. 109 BX. 170 4X. 163 OX . 109 8X.3 15 11: 08: 33 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 ADDLOAD 1.0/0.0 (PPS: TC = 23, BC=11)BENDLOAD TC=0.5/0.0 BC=0.5/0.0 MARK' T2 W84-08-0368-01 LIST 1 VENTANA REAL PHS 2TUE, 20-JAN-2009 11:08:33 3-0 , TCXL t\ 3-1 5/S1 x V /^v 1 . 3-0 '1-6' \r njN. > / \(S> •» X <y \& m/ \i/S/\u> J^Nsp7 \^ $/\&7 \h ^^V \01 <«/ N&>y \° &S\ ay^ 0=32 0/0 4-1 5/8 2-0 18 @ BASE LENGTH - 32LH272/128 TCXL =0-9 1/2 CHORD FY = TOP CHORD WOOD: 2 1/2 DF2 LSEAT L 2 L 2 SCREWS: # 2-6 u1-2 5/ ^/t}/ BCXR 3-4 55- 7 5/8 50. KS I WEB FY =50. KS] .50X2.50X0. 197 TCXR = 14 X 2 3.00X2.00X0.250 BCXL = 0-7 0/0 WEB QTY 2 1 2DL 13 2B A 1 V2 15 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 V5 1 11 1 12 1 SI:ZE 1 ROUND L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 2.00X2 L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 1.25X1 L 1.50X1 L 1.50X1 BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 3.00X2. .00X0.250 BCXR = WELD SIZE WEB QTY 3. IX. 325 V6 1 25X0.109 2. OX. 109 1 25X0.109 5.7X.109 1 50X0. 1 25X0. 1 00X0. 1 25X0. 1 2R 1 1R 1 38 4.4X.138 V7 1 09 2. OX. 109 1OR 1 37 3.9X. 137 9R 1 09 4.3X.109 V8 1 25X0.109 2. OX. 109 8R 1 50X0 . 170 2.3X.170 7R 1 25X0.109 3. OX. 109 V9 1 25X0.109 2. OX. 109 6R 1 50X0. 1 15 2.3X.115 5R 1 25X0.109 2.4X.109 V 10 1 25X0.109 2. OX. 109 4R 1 50X0. 1 50X0 . 1 15 2. OX. 115 3R 1 15 2. OX. 115 2DR 12R 1 MARK: T3 W84--08-0368-01 LIST 1 SIZE 0- 0 12.0 00X0. 2- 8 0/0 " 250 5/8 WELD SIZE L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0 . 109 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.138 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1 .25X1 .25X0. 109 L 1.50X1.50X0.115 L 2.00X2.00X0. 137 L 1 .25X1 .25X0. 109 L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1.25X1.25X0.109 15/16 ROUND 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 4 . 4 . 2. 3. 3. 2. 2. VENTANA REAL PHS 2 TUE, 20-JAN-2009 OX . 109 4X. 109 OX. 1 15 OX. 109 4X. 109 2X. 138 OX. 109 4X . 109 2X. 137 OX. 109 4X. 1 15 2X. 137 OX. 109 BX. 170 4X . 163 OX . 109 8X.3 15 11: 08: 33 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8NET UPLIFT 80 55- 7 5/8 ADDLOAD 1.0/0.0 (PPS: TC = 23, BC=11) BENDLOAD TC = 0.5/0.0 BC = 0.5/0.0 MARK' T3 W84-Q8-Q368-01 LIST 1 VENTANA REAL PHS 2TUE, 20-JAN-2009 11:08:33 , 3-0 ,I1 ^ 1 R/ri '1 P' 'J -L L)/ o 1 — b TCXL ^X^/\ BCXL 4- y/\& j <y \fc m / X 1 8 yr 0 1 */\i / \ u> 'S' ^^^ <§/\&,0 &/ \&y \<v/\J. / \° y\t^ •s/T/ 0=32 0/0 1 5/8 2-0 18 @ BASE LENGTH = 32LH272/128 TCXL =0-9 1/2 TOP WOOD: 2 1/2 DF2 LSEAT L CHORD FY = CHORD 2 L 2 2-6 1 1-2 3-4 55- 7 5/8 50. KS I WEB FY =50. KSI .50X2.50X0. 197 TCXR = SCREWS: #14 X 2 3.00X2.00X0.250 BCXL =3-6 5/8 WEB QTY2 1 2DL 1 3 2B 4 1 V2 1 5 1 6 1V3 1 7 1 8 1V4 1 9 110 1 V5 1 11 1 12 1 S]:ZE 1 ROUND L 1.25X1 L 1.25X1 L 1.50X1 L 1 .25X1 . L 2.00X2. L 1 .25X1 . L 1.25X1. L 1 .50X1 . L 1 .25X1 . L 1 .25X1 . L 1 .50X1 . L 1.25X1. L 1.25X1.L 1 .50X1 . L 1 .50X1 . BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 3.00X2. .00X0.250 BCXR = WELD SIZE WEB QTY 3. IX. 325 V6 1 25X0.109 2. OX. 109 1 25X0.109 5.7X.109 1 50X0. 1 2R 11R 1 38 4.4X.138 V7 1 25X0.109 2. OX. 109 1OR 1 00X0 . 137 3.9X . 137 9R 1 25X0.109 4.3X.109 V8 1 25X0 . 109 2. OX . 109 8R 1 50X0.170 2.3X.170 7R 1 25X0 . 109 3. OX . 109 V9 1 25X0.109 2. OX. 109 6R 1 50X0. 1 15 2.3X.115 5R 1 25X0.109 2.4X.109 V 10 1 25X0 . 109 2. OX . 109 4R 1 50X0. 1 50X0 . 1 15 2. OX . 115 3R 1 15 2. OX. 115 2DR 1 2R 1 MARK: T 4 W 8 4 --08-0368-0 1 LIST 1 SIZE o- o 0/0 12.0"" 00X0.0- 7 250 0/0 WELD SIZE L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.138 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1 .50X1.50X0. 115 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0 . 163 L 1.25X1.25X0.109 15/16 ROUND VENTANA REAL PHS 2 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 4 . 4 . 2. 3. 3. 2. 2. TUE, 20-JAN-2009 OX. 109 4X. 109 OX. 1 15 OX. 109 4X. 109 2X. 138 OX. 1094X . 109 2X. 137 OX. 109 4X. 1 152X. 137 OX. 109 8X. 1704X . 163OX. 1098X.3 15 11: 08: 33 DESIGN REQUIREMENTSDEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 ADDLOAD 1.0/0.0 (PPS: TC=23, BC=11)BENDLOAD TC=0.5/0.0 BC=0.5/0.0 MARK: T4 W84-08-0368-01 LIST 1 VENTANA REAL PHS 2TUE, 20-UAN-2009 11: 08: 33 3-0 , TCXL tX 3-2 -< V /MX 1 3-0 l-fe 1/8 \T nj\ > / Ntf1 nN. > / \6> T\ > 1 7T 9 1 / •\N£> in \ . -Q — g 1/\<y Nfr/ \ n n , /\ "> W X5>7 \ . o . "• ^X*7 \w &/\&7 \01 (&S \5p S ®/ \ c / ASsl #xt 0=32 0/0 4-2 2-0 18 @ BASE LENGTH = 32LH272/128 TCXL =0-9 0/0 TOP WOOD: 2 1/2 DF2 LSEAT L CHORD FY = CHORD 2 L 2 2-6 3-4 1/8u1-2 55- 8 1/8 50 . KSI WEB FY =50. KSI .50X2.50X0. 197 TCXR = SCREWS: #14 X 2 2 .00X2.00X0 .250 BCXL =0-7 0/0 WEB QTY 2 1 2DL 1 3 2B 4 1 V2 1 5 16 1 V3 1 7 1 8 1V4 I 9 1 10 1V5 1 11 1 12 1 SI;ZE 1 ROUND L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 2.00X2 L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 1.25X1 L 1.50X1 L 1.50X1 25X0. 1 25X0. 1 50X0. 1 25X0. 1 00X0. 1 25X0. 1 25X0. 1 50X0. 1 25X0. 1 BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 2.00X2. .00X0.250 BCXR = WELD SIZE WEB QTY 3. IX. 325 V6 1 09 2. OX. 109 1 09 5.7X.109 1 2R 1 1R 1 38 4.4X.138 V7 1 09 2. OX. 109 10R 1 37 3.9X.137 9R 1 09 4.3X.109 VS 1 09 2. OX. 109 8R 1 70 2.3X.170 7R 1 09 3. OX. 109 V9 1 25X0.109 2. OX. 109 6R 1 50X0. 1 15 2.3X.115 5R 1 25X0.109 2.4X.109 V10 1 25X0.109 2. OX. 109 4R 1 50X0. 1 50X0. 1 15 2. OX. 115 3R 1 15 2. OX. 115 2DR 1 2R 1 MARK: T5 W84-OS-0368-0 1 LIST 1 SIZE o- o 12.0 00X0. 0- 7 0/0ii 250 0/0 WELD SIZE L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 115 L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 138 L 1 .25X1 .25X0 . 109 L 1 .25X1 .25X0. 109 L 2.00X2.00X0. 137 L 1.25X1.25X0. 109 L 1 .50X1 .50X0. 115 L 2.00X2.00X0. 137 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 170 L 2.00X2.00X0. 163 L 1 .25X1 .25X0. 109 15/16 ROUND 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 4 . 4 . 2. 3. 3. 2. 2. OX. 109 4X . 109 OX . 1 15 OX. 109 4X. 109 2X. 138 OX. 109 4X. 109 2X. 137 OX. 109 4X. 1 15 2X . 137 OX. 109 BX. 1 70 4X. 163 OX. 109 8X . 3 15 VENTANA REAL PHS 2 TUE, 20-JAN-2009 11: 08: 33 DESIGN REQUIREMENTS DEFL LIMITS LEET RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 272/128 0- 9 0/0 NET UPLIFT 80 0- 9 0/0 MAIN TC UNIFORM (R) 272/128 55- 8 1/8 NET UPLIFT 80 55- 8 1/8 ADDLOAD 1.0/0.0 (PPS: TC=23, 80=11) BENDLOAD TC=0.5/0.0 80=0.5/0.0 MARK: T5 W84-08-0368-01 LIST 1 VENTANA REAL PHS 2TUE, 20-UAN-2009 11: 08: 33 , 3-0 I TCXL tX 3-2 ^ \b. / \y m V/^ \? n A/ \# -^\. T / \ =* / \ =• / \ *\\/ \/ \/ \ 4-2 2-0 s/\ » y^\ § ^N?/ \/ \7 \ 0=32 0/0 18 e 2-6 s ^/\ g f/\ g #/N* / \/ \/ \ i i 3~° ii-b II/B ' i ^//\^ ^^/ A)/ BCXR 3-4 1/8u1-2 BASE LENGTH = 55- 8 1/8 32LH272/128 TCXL =0-9 0/0 TOP WOOD: 2 1/2 DF2 CHORD FY = 50. KSI WEB FY = 50. KS1CHORD 2 L 2.50X2.50X0.197 TCXR = SCREWS: #14 X 2 LSEAT L 3.00X2.00X0.250 BCXL =0-7 0/0 BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 3.00X2. .00X0.250 BCXR = WEB QTY SIZE WELD SIZE WEB QTY SIZE 2 1 2DL 1 3 2B4 1 VP 1 5 1 6 1 V3 17 1 8 1V4 1 9 110 1 V5 1 11 112 1 1 ROUND 3. IX. 325 V6 1 L 1.25X1.25X0.109 2. OX. 109 12R 1 L 1.25X1.25X0.109 5.7X.109 11R 1 L 1.50X1.50X0.138 4.4X.138 V7 1 L 1.25X1.25X0.109 2. OX. 109 10R 1 L 2.00X2.00X0.137 3.9X.137 9R 1 L 1.25X1.25X0.109 4.3X.109 V8 1 L 1.25X1.25X0.109 2. OX. 109 8R 1 L 1.50X1.50X0.170 2.3X.170 7R 1 L 1.25X1.25X0.109 3. OX. 109 V9 1 L 1.25X1.25X0.109 2. OX. 109 6R 1 L 1.50X1.50X0.115 2.3X.115 5R 1 L 1.25X1.25X0.109 2.4X.109 V10 1 L 1.25X1.25X0.109 2. OX. 109 4R 1 L 1.50X1.50X0.115 2. OX. 115 3R 1 L 1.50X1.50X0.115 2. OX. 115 2DR 1 MARK: T6 W84-08-0358-0 1 2R 1 L 1.25X1.25X0.109L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.138 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 2.00X2.00X0. 137L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0 . 163 L 1.25X1.25X0.109 15/16 ROUND 0- 0 0/0 12.0" 00X0.250 2- 8 3/4 WELD SIZE 2. OX. 109 2.4X. 109 2. OX. 115 2. OX. 109 2 . 4X . 109 2.2X. 138 2. OX. 109 3.4X . 109 3.2X. 137 2. OX. 109 4.4X. 115 4.2X. 137 2. OX. 109 3 .8X. 170 3.4X. 163 2 .OX . 109 2.8X.315 LIST 2 VENTANA REAL PHS 2THU, 22-JAN-2009 15:11:25 DESIGN REQUIREMENTSDEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 272/128 0- 9 0/0 NET UPLIFT 80 0- 9 0/0 MAIN TC UNIFORM (R) 272/128 55- 8 1/8NET UPLIFT 80 55- 8 1/8 ADDLOAD 1.0/0.0 (PPS: TC=23, BC=11)BENDLOAD TC = 0.5/0.0 BC=0.5/0.0 W84-08-0368-01 LIST 2 VENTANA REAL PHS 2THU, 22-UAN-2009 15:11:26 3-0 , TCXL AX BCXL 1 3-2 x? V / ^x\\X 1 . 3-0 l-fe 1/8 \ l «y/\*. / \ v/\* ^/ \^5 o/\fa i/Nfr / \ &/^\,<x/\p / \ <» sg/'N?y\° «/\sy \J ^/\ D=32 0/0 4-2 2-0 18 @ BASE LENGTH = 32LH272/128 TCXL =0-9 0/0 CHORD FY = TOP CHORD WOOD: 2 1/2 DF2 LSEAT L 2 L 2 SCREWS: # 2-6 3-4 1/8u1-2 55- 8 1/8 50. KSI WEB FY =50. KS] .50X2.50X0. 197 TCXR =14 X 2 3.00X2.00X0.250 BCXL =3-6 5/8 WEB QTY 2 12DL 13 2B 4 1 V2 1 5 1 6 1V3 17 1 8 1V4 1 9 1 10 1 V5 111 1 12 1 SIZE 1 ROUND L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 2.00X2L 1.25X1 L 1 .25X1 .L 1.50X1 L 1 .25X1 . L 1 .25X1 .L 1.50X1 L 1 .25X1 . L 1 .25X1 .L 1 .50X1 .L 1.50X1 BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 3.00X2. .00X0 .250 BCXR = WELD SIZE WEB QTY 3. IX. 325 V6 1 25X0.109 2. OX. 109 1 25X0 . 109 5. 7X . 109 1 2R 1 1R 1 50X0.138 4.4X.138 V7 1 25X0.109 2. OX. 109 1OR 1 00X0.137 3.9X.137 9R 1 25X0 . 109 4.3X. 109 V8 1 25X0.109 2. OX. 109 8R 1 50X0. 170 2.3X.170 7R 1 25X0.109 3. OX. 109 V9 1 25X0.109 2. OX. 109 6R 1 50X0. 1 15 2.3X.115 5R 1 25X0.109 2.4X.109 V 10 1 25X0 . 109 2. OX . 109 4R 1 50X0. 1 50X0. 1 15 2. OX . 115 3R 1 15 2. OX. 115 2DR 12R 1 W84--08-0368-0 i LIST 2 SIZE 0- 012.0 00X0 . 0- 7 0/0II 250 0/0 WELD SIZE L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.115L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.138L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1.25X1.25X0.109 15/16 ROUND 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 4 . 4 . 2. 3. 3. 2. 2. OX. 109 4X . 109 OX. 1 15OX. 109 4X . 109 2X. 138OX. 109 4X. 109 2X. 137 OX. 109 4X . 1 15 2X. 137 OX . 1098X . 170 4X. 163 OX . 109 8X.3 VENTANA REAL PHS 2THU, 22-JAN-2009 15: 15 11: 26 DEFL EXTL MAIN LIMITS TOTAL LIVE TC UNIFORM NET UPLIFT UNIFORMNET UPLIFT ADDLOAD BENDLOAD LEFT RIGHT TC CR) TC = 0 DESIGN MAIN 180 240272/128 80 272/12880 0/0.0 (PPS 5/0.0 REQUIREMENTS 0- 0- 9 55-55- 8 TC = 23, BC=0.5/0 9 0/0 0/08 1/81/8BC=II;0 MARK: T7 W84-08-0368-01 LIST 2 VENTANA REAL PHS 2THU, 22-UAN-2009 15:11:26 3-0 , TCXL *\ 3-2 -^ \> /\A X 1 3-0 l-fe 1/8 / \^ mN. >v^Xi? / \/ \fc m \ 5/\&/ \^/\(,<v/\A,5f \.<s/N?y\o <fy/\ a / A J ^/f D=32 0/0 4-2 2-0 18 @ BASE LENGTH = 32LH272/128 TCXL =0-9 0/0 TOP WOOD: 2 1/2 DF2 LSEAT L CHORD FY = CHORD 2 L 2 2-6 3-4 1/8u1-2 55- 8 1/8 50. KSI WEB FY =50. KS] .50X2.50X0. 197 TCXR = SCREWS: #14 X 2 2.00X2.00X0.250 BCXL =0-7 0/0 WEB QTY 2 1 2DL 1 3 2B 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 V5 1 11 1 12 1 51:ZE 1 ROUND L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 2.00X2 L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 1.25X1 L 1.50X1 L 1.50X1 BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 2.00X2. .00X0.250 BCXR = WELD SIZE WEB QTY 3. IX. 325 V6 1 25X0.109 2. OX. 109 1 25X0. 1 50X0. 1 25X0. 1 09 5.7X.109 1 2R 1 1R 1 38 4.4X.138 V7 1 09 2. OX. 109 1OR 1 00X0.137 3.9X.137 9R 1 25X0. 1 25X0. 1 50X0 . 1 25X0. 1 25X0. 1 50X0 . 1 25X0. 1 25X0. 1 50X0. 1 50X0 . 1 09 4.3X.109 V8 1 09 2. OX. 109 8R 1 70 2.3X.170 7R 1 09 3. OX. 109 V9 1 09 2. OX. 109 6R 1 15 2.3X.115 5R 1 09 2.4X.109 V 10 1 09 2. OX . 109 4R 1 15 2. OX. 115 3R 1 15 2. OX. 115 2DR 1 2R 1 MARK: T8 W84--08-0368-01 LIST 2 SIZE [o- o 0/0 12.0" 00X0. 0- 7 250 0/0 WELD SIZE L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1 .25X1 .25X0. 109 L 1.25X1.25X0.109 L 1 .50X1 .50X0. 138 L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1.25X1.25X0.109 15/16 ROUND VENTANA REAL PHS 2 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 4. 4 . 2. 3. 3. 2. 2. THU, 22-UAN-2009 OX. 109 4X . 109 OX. 1 15 OX . 109 4X . 109 2X. 138 OX. 109 4X. 109 2X. 137 OX. 109 4X . 1 15 2X. 137 OX. 109 8X. 170 4X. 163 OX. 109 8X.3 15: 15 11: 26 DEFL LIMITS TOTAL LIVEEXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORM NET UPLIFT ADDLOAD BENDLOAD LEFT RIGHT DESIGN REQUIREMENTSMAIN 180 240 272/128 0- 9 0/0 80 0- 9 0/0272/128 55- 8 1/8 80 55- 8 1/8 1.0/0.0 (PPS: TC=23, BC=11)TC=0. 5/0.0 80=0.5/0.0 (R) MARK: T8 W84-08-0368-0 1 LIST 2 VENTANA REAL PHS 2THU, 22-JAN-2009 15:11:26 3-0 1 3-1 TCXL tX<\\ BCXL 4-1 5/8 1 5/d / \y OJ <f±/ \6° m A/ ^£> •?\ > ~f X > X X > 2-0 _— 9 , 6 TIT 6 .... —a -~- 0 <*/ \& a ^/Nfr g &/ X^ D=32 0/0 IB @ 2-6 BASE LENGTH = 55- 7 TCXL =32LH272/12B CHORD FY = 50. KS 5 /^^ g ^/XN^ 5 ^/"N\ 5/8 i i 3~° i'i-e1 ' S y\a '^r 3-4 1-2 I WEB FY = 50. KSI- 0- 9 1/2 TOP CHORD 2 L 2.50X2.50X0.197 TCXR = WOOD: 2 1/2 DF2LSEAT BCXL = WEB QTY L 3.00X2.00X0.250 SCREWS: #14 X 2 3- 6 5/8 BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 3.00X2.00X0.250 BCXR = SIZE WELD SIZE WEB QTY SIZE2 1 1 ROUND 3. IX .325 V6 1 2DL 1 L 1 3 2B L 1 4 1 L 1 V2 1 L 1 .25X1.25X0.109 2. OX. 109 12R 1 .25X1.25X0.109 5.7X.109 11R 1.50X1.50X0.138 4.4X.138 V7 1 .25X1.25X0.109 2. OX. 109 10R 1 5 1 L 2.00X2.00X0.137 3.9X.137 9R 1 6 1 L 1 V3 1 LI 7 1 L 1 8 1 L 1 V4 1 LI 9 1 L 110 1 L 1 V5 1 L 1 11 1 L 112 1 L 1 MARK: T9 .25X1.25X0.109 4.3X.109 V8 1 .25X1.25X0.109 2. OX. 109 8R 1 .50X1.50X0.170 2.3X.170 7R 1 .25X1.25X0.109 3. OX. 109 V9 1.25X1.25X0.109 2. OX. 109 6R 1 .50X1.50X0.115 2.3X.115 5R 1 .25X1.25X0.109 2.4X.109 V10 1.25X1.25X0.109 2. OX. 109 4R 1 .50X1.50X0.115 2. OX. 115 3R 1 .50X1.50X0.115 2. OX. 115 2DR 1 W84-08-036S-01 2R 1 L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 L 1.50X1.50X0.115L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0. 109 L 1.50X1.50X0.138L 1.25X1.25X0.109L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109L 1.50X1.50X0.115 L 2.00X2.00X0. 137 L 1.25X1.25X0.109L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1 .25X1 .25X0. 109 15/16 ROUND LIST 2 VENTANA REAL PHS 2 0- 0 0/0 12.0" 00X0.2500- 7 0/0 WELD SIZE2. OX. 1092.4X . 1092. OX. 115 2. OX. 1092.4X. 109 2.2X. 138 2. OX. 109 3.4X . 1093 .2X. 1372. OX. 109 4 .4X . 115 4.2X. 1372. OX . 109 3.8X. 1703.4X. 163 2 .OX . 109 2 .8X . 315 THU, 22-JAN-2009 15:11:26 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 ADDLOAD 1.0/0.0 (PPS: TC = 23, BC=11) BENDLOAD TC=0.5/0.0 BC=0.5/0.0 MARK: T9 W84-08-0358-01 LIST 2 VENTANA REAL PHS 2THU, 22-UAN-2009 15: 11: 26 3-0 , TCXL *\ 4- 3-1 5/S1 X V / ^? ~ *y \€ n •V' ^? 'MX \v \v \ 1 5/8 2-0 <y \fc m sy \t> ID ,$>' \b/ \/ \y \ D=32 0/0 18 @ 2-6 - -^/^ 0) $/\$> D, (S/Nfey \y \y \ i i 3"° i'i-e1 ' 2 y\ a ^i iu1-2 BASE LENGTH = 55- 7 5/8 32LH306/144 CHORD FY = 50. KSI WEB FY = 50 . KSI TCXL =0-9 1/2 TOP CHORD 2 L 2.50X2.50X0.212 TCXR =WOOD: 2 1/2 DF2 SCREWS: #14 X 2 LSEAT L 2.00X2.00X0.250 BCXL -0-8 3/4 BOTTOM CHORD 2 L 2.50X2 SPACE: RSEAT L 2.00X2. .50X0.212 BCXR = WEB QTY SIZE WELD SIZE WEB QTY SIZE 2 12DL 1 3 2B 4 1 V2 15 1 6 1V3 1 7 1 8 1V4 1 9 1 10 1 V5 1 11 1 12 1 MARK: Tl 1 ROUND 3.5X.325 V6 1 L 1.25X1.25X0.109 2. OX. 109 12R 1L 1.50X1.50X0.115 6. OX. 115 11R 1 L 1.50X1.50X0.170 3.9X.170 V7 1 L 1.25X1.25X0.109 2. OX. 109 10R 1L 2.00X2.00X0.137 4.3X.137 9R 1 L 1.50X1.50X0.115 4.5X.115 V8 1 L 1.25X1.25X0.109 2. OX. 109 8R 1 L 2.00X2.00X0.137 3.2X.137 7R 1 L 1.25X1.25X0.109 3.3X.109 V9 1 L 1.25X1.25X0.109 2. OX. 109 6R 1 L 1.50X1.50X0.138 2. IX. 138 5R 1 L 1.25X1.25X0.109 2.4X.109 V10 1 L 1.25X1.25X0.109 2. OX. 109 4R 1 L 1.50X1.50X0.115 2. OX. 115 3R 1 L 1.50X1.50X0.115 2. OX. 115 2DR 1 0 W84-08-036S-01 2R 1 L 1 .25X1 .25X0. 109 L 1.25X1.25X0.109L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 138 L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0 . 109 L 2.00X2.00X0. 137L 1.25X1.25X0.109 L 1.50X1.50X0.138 L 2.00X2.00X0. 163L 1 .25X1 .25X0. 109 L 1.50X1 .50X0. 170 L 2.00X2.00X0. 187 L 1.25X1.25X0.10915/16 ROUND LIST 2 VENTANA REAL PHS 2 0- 0 0/012.0" 00X0.250 0- 8 3/4 WELD SIZE 2. OX. 109 2 . 4X . 1092. OX. 115 2. OX . 109 2.4X. 1092 . 4X . 1382. OX. 109 3.8X. 109 3. 6X. 1372. OX. 109 4 . IX . 138 3.9X. 1632 .OX . 1094.3X. 170 3.2X. 187 2. OX. 1093 . IX .315 THU, 22-UAN-2009 15:11:26 DEFL LIMITS TOTAL LIVE EXTL TC UNIFORMNET UPLIFT MAIN TC UNIFORM NET UPLIFTADDLOADBENDLOAD LEFT RIGHT DESIGNMAIN 180 240 306/144 80 306/144 80 1.0/0.0 (PPS TC=0.5/0.0 REQUIREMENTS (R) 0- 0- 9 55- 55- 7 : TC = 23, BC=0.5/0 9 1/2 1/2 7 5/85/8BC=H; 0 MARK: T10 W84-08-0368-01 LIST 2 VENTANA REAL PHS 2THU, 22-JAN-2009 15:11:26 3-0 , TCXL A\ 4- 3-1 5/8 X V /\r ™ y^\ <•> -v/^V '^iX \/ \/ \ 1 5/8 2-0 <y\P m y\f m ^/^\^/ \7 \y \ D=32 0/0 18 @ 2-6 i- ^//Xx<%> <•> <&//\& m &/\&y \y \y \ i i 3~°'l-B1 o &/\ J ,£/t/ A?/ 3-4 1-2 BASE LENGTH = 55- 7 5/8 32LH272/128 CHORD FY = 50. KSI WEB FY = 50. KS1 TCXL =0-9 1/2 TOP CHORD 2 L 2.50X2.50X0.230 TCXR = WOOD: 2 1/2 DF2 SCREWS: #14 X 2 LSEAT L 2.00X2.00X0.250 BCXL =0-8 3/4 BOTTOM CHORD 2 L 2.50X2 SPACE: RSEAT L 2.00X2. .50X0.212 BCXR = WEB QTY SIZE WELD SIZE WEB QTY SIZE 2 1 2DL 1 3 2B 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 V5 1 11 1 12 1 MARK: T 1 1 ROUND 3.6X.325 V6 1 L 1.25X1.25X0.109 2.3X.109 12R 1 L 1.50X1.50X0.115 6.2X.115 11R 1 L 1.50X1.50X0.170 4. IX. 170 V7 1 L 1.25X1.25X0.109 2. OX. 109 10R 1 L 2.00X2.00X0.163 3.8X.163 9R 1 L 1.50X1.50X0.138 4. OX. 138 V8 1 L 1.25X1.25X0.109 2. OX. 109 8R 1 L 2.00X2.00X0.137 3.5X.137 7R 1 L 1.25X1.25X0.109 3.7X.109 V9 1 L 1.25X1.25X0.109 2. OX. 109 6R 1 L 1.50X1.50X0.138 2.4X.138 5R 1 L 1.25X1.25X0.109 2.4X.109 V10 1 L 1.25X1.25X0.109 2. OX. 109 4R 1 L 1.50X1.50X0.115 2. OX. 115 3R 1 L 1.50X1.50X0.115 2. OX. 115 2DR 1 1 W'84-08-0368-0 1 2R 1 L 1.25X1.25X0.109 L 1 .50X1 .50X0. 115 L 1.50X1.50X0.115 L 1 .25X1 .25X0. 109 L 1 .25X1.25X0. 109 L 1 .50X1.50X0. 170 L 1 .25X1.25X0. 109 L 1 .25X1 .25X0. 109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1 .50X1.50X0. 138 L 2.00X2.00X0. 163 L 1.25X1.25X0.109 L 1 .50X1 .50X0 . 170 L 2.00X2.00X0. 187 L 1 .25X1 .25X0 . 109 15/16 ROUND LIST 3 VENTANA REAL PHS 2 0- 0 0/0 12.0" 00X0.250 0- 8 3/4 WELD SIZE 2. OX. 109 2. OX. 115 2. OX. 115 2 .OX . 109 2.8X. 109 2.2X. 170 2 .OX . 109 4.2X. 109 3 .8X. 137 2. OX. 109 4.4X. 138 4. IX. 163 2. OX. 109 4 .4X . 170 3.4X. 187 2. OX. 109 3 . 2X . 315 TUE, 20-UAN-2009 11:05:18 DESIGN REQUIREMENTSDEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8NET UPLIFT 80 55- 7 5/8 ADDLOAD 2.2/0.0 (PPS: TC = 23, BC=11) BENDLOAD TC = 0.5/0.0 BOO. 5/0.0 MARK: Til W84-08-036B-01 LIST 3 VENTANA REAL PHS 2TUE, 20-UAN-2009 11:05:18 TCr Y TD i* Itl A 1 MM I WEBS 3 TCXL *\ 4- 23-10 1/8 i i 3-1 5/S1 X V /\r ™ '^/^V <" ^/^f X^/ \^/ \// \ 1 5/8 2-0 °/^<P \ -y^"* «> &^^<f / N/ \/ \ D=32 0/0 IB @ 2-6 r- $/^$, a &/\& m <S/N??v \y \y \ i i 3~° i'i-e1 ' 0 <X/\ J ^/fy ^i/ 3-4u1-2 BASE LENGTH = 55- 7 5/8 32LH272/128 TCXL =0-9 1/2 TOP WOOD: 2 1/2 DE2 CHORD EY = 50. KSI WEB FY = 50. KSI CHORD 2 L 2.50X2.50X0.250 TCXR = SCREWS: #14 X 2 LSEAT L 2.00X2.00X0.250 BCXL =0-8 3/4 BOTTOM CHORD 2 L 2.50X2 SPACE: RSEAT L 2.00X2. .50X0.250 BCXR = WEB QTY SIZE WELD SIZE WEB QTY SIZE 2 1 2DL 1 3 2B 4 1 V2 15 1 6 1 V3 17 1 8 1 V4 1 9 1 10 1 9T1 2BV5 1 11 1 12 1 MARK: Tl 1 ROUND 4. OX. 325 V6 1 L 1.50X1.50X0.115 2.5X.115 12R 1L 1.50X1.50X0.115 7. OX. 115 11R 1 L 2.00X2.00X0.187 4.3X.187 V7 1 L 1.25X1.25X0.109 2.3X.109 10R 1 L 2.00X2.00X0.163 4.5X.163 9R 1 L 1.50X1.50X0.170 3.9X.170 V8 1 L 1.25X1.25X0.109 2.3X.109 8R 1 L 2.00X2.00X0.137 4.2X.137 7R 1L 1.50X1.50X0.115 4.4X.115 V9 1 L 1.25X1.25X0.109 2.3X.109 6R 1L 2.00X2.00X0.137 3. IX. 137 5R 1 L 1.25X1.25X0.109 3.3X.109 V10 1 L 1.25X1.25X0.109 3.6X.109 4R 1L 1.25X1.25X0.109 2.2X.109 3R 1L 1.50X1.50X0.115 2.4X.115 2DR 1L 1.50X1.50X0.115 2.4X.115 2R 1 2 W84-08-0368-01 L 1 .25X1 .25X0. 109 L 1.50X1.50X0.115L 1.50X1.50X0.138 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 2.00X2.00X0. 137L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1.25X1.25X0.109 L 2.00X2.00X0. 187 L 2.00X2.00X0.213 L 1.50X1.50X0.115 15/16 ROUND LIST 3 VENTANA REAL PHS 2 0- 0 0/0 12.0" 00X0.250 0- 8 3/4 WELD SIZE2.3X. 109 2 . 4X . 1152.2X. 1382.3X. 1093.5X. 109 3 .3X. 1372.3X. 109 4 .6X. 115 4.4X. 1372 . 3X . 1094. OX. 170 4 .6X. 163 2.3X. 1094.5X. 1873.7X. 187 2 . 8X . 115 3. 8X. 3 15 TUE, 20-JAN-2009 11:05:18 DESIGN REQUIREMENTSDEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 TC V CONG 1.00/0.00 23- 0 5/8 52- 5 7/8 ADDLOAD 2.8/0.0 (PPS: TC = 24, BC=11) BENDLOAD TC = 0 . 5/0.0 BC = 0 . 5/0.0 MARK: T12 W84-08-0368-01 LIST 3 VENTANA REAL PHS 2TUE, 20-JAN-2009 11:05:18 TCr y T p * 1d A 1 MM | WEBS 3-0 , TCXL tX 3-1 5/S1 X. \ /^V \T ru\ > 23-10 1/8 11 1 . 3-0 '1-61 ./Xr „ / \^ >A/N? T s ^^. > y/\o^ f \^ 5/S/ \"• ^Nfc7 \ - .^/N*y \<n <g/X£>y \en &/ \&y \2 g/\ £y \sf 0/t[/ D=32 0/0 4-1 5/8 2-0 18 @ BASE LENGTH = 32LH272/128 TCXL =0-9 1/2 CHORD FY = TOP CHORD WOOD: 2 1/2 DF2 LSEAT L 2 L 2 SCREWS: # 2-6 1-2 3-4 55- 7 5/8 50. KSI WEB FY =50. KS] .50X2.50X0.250 TCXR = 14 X 2 2.00X2.00X0 .250 BCXL =0-8 3/4 WEB QTY 2 1 2DL 1 3 2B A 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 9T1 2B V5 1 11 1 12 1 MARK: Tl SI ZE 1 ROUND L 1.50X1 L 1.50X1 L 2.00X2 L 1.25X1 L 2.00X2 L 1 .50X1 . L 1.25X1. L 2.00X2. L 1 .50X1 . L 1.25X1. L 2.00X2. L 1.25X1. L 1.25X1. L 1.25X1.L 1 .50X1 . L 1.50X1 50X0. 1 50X0. 1 BOTTOM CHORD 2 L 2.50X2 SPACE: RSEAT L 2.00X2. .50X0.250 BCXR = WELD SIZE WEB QTY 4. OX. 325 V6 1 15 2.5X.115 1 15 7. OX. 115 1 2R 11R 1 00X0 . 187 4. 3X. 187 V7 1 25X0.109 2.3X.109 1OR 1 00X0 . 163 4.4X. 163 9R 1 50X0.170 3.8X.170 V8 1 25X0 . 109 2.3X . 109 8R 1 00X0.137 4.2X.137 7R 1 50X0. 1 15 4.3X.115 V9 1 25X0.109 2.3X.109 6R 1 00X0.137 3. IX. 137 5R 1 25X0.109 3.2X.109 V 10 1 25X0.109 3.6X.109 4R 1 25X0.109 2.2X.109 3R 1 50X0. 1 50X0. 1 15 2.4X.115 2DR 1 15 2.4X.115 2R 1 2A W84-08-0368-01 LIST 3 SIZE o- o 12.0 00X0. 0- 8 0/0M 250 3/4 WELD SIZE L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0 . 115 L 1 .50X1 .50X0. 138 L 1 .25X1 .25X0 . 109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1 .25X1.25X0. 109 L 1 .50X1 .50X0. 115 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1 .25X1.25X0. 109 L 2.00X2.00X0. 187 L 2.00X2.00X0.213 L 1 .50X1 .50X0 . 115 15/16 ROUND 2. 2. 2. 2. 3. 3. 2. 4 . 4 . 2. 4 . 4 . 2. 4. 3. 2. 3. VENTANA REAL PHS 2 TUE, 20-JAN-2009 3X. 109 4X. 1 15 IX . 138 3X. 109 4X . 109 3X. 137 3X. 109 5X. 1 15 4X. 137 3X. 109 OX. 170 6X. 163 3X. 109 4X . 187 7X. 187 7X. 1 8X.3 15 15 11: 05: 18 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 TC V CONC 0.85/0.00 23- 0 5/8 52- 5 7/8 ADDLOAD 2.8/0.0 (PPS: TC=24, BC=11) BENDLOAD TC=0.5/0.0 BC=0.5/0.0 MARK: TISA W84-OB-0368-oi LISTS VENTANA 3-0 , TCXL 3-1 5/81 ~*^^X\ BCXL 4- , 3-0 2-5 1/2 X\x\^/ ^& in/\*/\*/\/\s/^X.° y\** / ^* ^^0=32 0/0 1 5/8 2-0 8 @ 2-6 4 @ 2-2 3/4 4 @ 2-5 3/8 BASE LENGTH = 32LH272/128 TCXL =0-9 1/2 CHORD FY = TOP CHORD WOOD: 2 1/2 DF2BCXL =3-6 1/2 WEB QTY 2 1 2DL 1 3 2B 4 2B V2 1 5 16 1 V3 1 7 1 8 1V4 1 9 110 1 V5 1 11 112 1 SI:ZE1 ROUND L 1.50X1 L 1.50X1 L 1.25X1L 1.25X1 L 2.00X2 L 2.00X2.L 1 .25X1 . L 2.00X2 L 1.50X1 L 1.25X1 L 2.00X2 L 1.25X1. L 1.25X1. L 2 .00X2 . L 1 .50X1 . 50X0. 1 50X0. 1 25X0. 1 25X0. 1 2 L 3 2 @ 1-6 2-8 3-11 1/2 55- 7 5/8 50. KSI .00X3.00X0 WEB FY = 50. KSI .281 SCREWS: #14 X 2BOTTOM CHORD 2 WELD SIZE4.5X.325 15 2.2X.115 15 8. OX. 115 09 E .5X . 10909 2. OX. 109 00X0.187 4.6X.187 00X0.163 4.8X.163 25X0.109 2. OX. 109 00X0.163 4.4X.163 50X0. 170 3.7X.170 25X0.109 2. OX. 109 00X0. 137 4. IX. 137 25X0.109 4.5X.109 25X0 . 109 2. OX . 109 00X0.137 3. OX. 137 50X0. 1 15 2.7X.115 L 3.00X3 TCXR =o- SPACE: 11.00X0.250 BCXR = WEB QTY V6 1 1 1 2R 1 1R 1 V7 1 1OR 1 9R 1 V8 18R 1 7R 1 V9 1 6R 1 5R 2B V10 1 4R 2B3R 2B 2DR 1 2R 1 MARK: Tl 3 W84-08-0368-01 LIbT 3 VENT L L L L L L L L L L L L L L L L SIZE1 .25X1.25X0 1 .50X1 .50X0 1 .50X1 .50X0 1 .25X1 .25X01.25X1.25X0 2.00X2.00X0 1 .25X1 .25X01 .50X1 .50X0 2.00X2.00X0 1 .25X1 .25X0 2.00X2.00X01 .50X1 .50X0 1 .25X1 .25X0 1 .50X1 .50X01 .50X1 .50X0 1 .25X1 .25X0 0-1 0 0/0 .0"0 1/2 WELD SIZE . 109 . 138 . 138 . 109 . 109 . 137 . 109 . 170 . 163 . 109 . 163 . 138 . 109 . 115 . 115 . 109 1 ROUND ANA REAL PHSTUE,20-UAN-2009 2. OX. 1092.3X. 1382.3X. 138 2. OX. 109 2.9X . 1094.3X. 137 2. OX. 1093. BX. 1704 .4X . 163 2. OX. 109 4 .7X . 1637 .3X . 1382. IX. 109 9.6X. 1 8.2X. 1 15 15 2 . 2X . 109 4.8X.325 11: 05: 18 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 TC V CONC 2.50/0.00 26- 1 5/8 35-11 1/8 1 .00/0.00 44-10 5/8 ADDLOAD 2.2/0.0 (PPS: TC = 23, BC=11) BENDLOAD TC=0.5/0.0 BC=0.5/0.0 MARK: 113 ws.-os-osea-oi LIST 3 VENTANA REA T^HS 2§-jAN-2009 11:05:18 ,4-1 5/8 TCXL *\P ^\ > 4-1 5/8 2-0 / \y nj «v/ Nff n A/ \^ <t \,f \^^/ \, 2-0 <y^<p in jy N&> 10 /S/ v«/ \/ \y \ D=32 0/0 IB @ 2-5 - J§/\%? "> &/^\? 01 &/^$?7 \y \y \ i i 3"4 1-21 ° $/\ - •$/*y \y BCXR 3-4u1-2 BASE LENGTH = 55- 7 5/8 TCXL = 32LH306/144 CHORD FY = 50. KS I WEB FY = 50. KS1 = 0- 9 1/2 TOP CHORD 2 L 2.50X2.50X0.250 TCXR = WOOD: 2 1/2 DF2 LSEAT BCXL = WEB QTY L 3.00X2.00X0.250 SCREWS: #14 X 2 = 0- 8 3/4 BOTTOM CHORD 2 L 2.50X2 SPACE: RSEAT L 3.00X2. .50X0.230 BCXR = SIZE WELD SIZE WEB QTY SIZE 2 1 1 ROUND 3.8X.325 V6 1 VI 1 L . 3 2B L 4 1 L ' V2 1 L 1.25X1.25X0.109 2. IX. 109 12R 1 L .50X1 .50X0. 115 6.4X.115 11R 1 1.50X1.50X0.170 4.4X.170 V7 1 1.25X1.25X0.109 2. OX. 109 10R 1 5 1 L 2.00X2.00X0.163 4. IX. 163 9R 1 6 1 L V3 1 L '. 1.50X1.50X0.138 4.3X.138 V8 1 1.25X1.25X0.109 2. OX. 109 8R 1 7 1 L 2.00X2.00X0.137 3.7X.137 7R 18 i L : V4 1 L : 9 1 L 10 1 L V5 1 L 11 1 L 12 1 L MARK: T14 1.25X1.25X0.109 3.9X.109 V9 1 1.25X1.25X0.109 2. OX. 109 6R 1 1.50X1.50X0.170 2. OX. 170 5R 1 1.25X1.25X0.109 2.4X.109 V10 1 1.25X1.25X0.109 2. OX. 109 4R 1 1.50X1.50X0.115 2. IX. 115 3R 1 1.50X1.50X0.115 2. IX. 115 Vll 1 W84-08-0368-01 2R 1 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1 .25X1.25X0. 109 L 2.00X2.00X0. 187 L 2.00X2.00X0 . 187 L 1.25X1.25X0.109 15/16 ROUND LIST 3 VENTANA REAL PHS 2 0- 0 0/0 12.0" 00X0.250 2- 8 5/8 WELD SIZE 2. OX. 109 2. IX. 115 2. IX . 115 2. OX. 109 2.9X. 109 2.3X. 170 2. OX. 109 4 .4X . 109 4 . IX . 137 2. OX. 109 3.8X . 170 4.4X. 163 2. OX. 109 4 .3X . 187 3. 6X. 187 2. OX. 109 3.4X.315 TUE, 20-JAN-2009 11:05:18 DEFL LIMITS TOTAL LIVE EXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORM NET UPLIFT ADDLOAD BENDLOAD LEFT HIGH DESIGN MAIN 180 240 306/144 80 306/144 80 2.0/0.0 (PPS: TC = 0.5/0.0 " REQUIREMENTS (R) 0- 0- 9 55- 55- 7 TC = 23, BC=0.5/0 9 1/2 1/2 7 5/8 5/8BC=H; 0 MARK: T14 W84-08-0368-01 LIST 3 VENTANA REAL HHS 2TUE, 20-UAN-2009 11:05:18 4-1 5/8 TCXL ^\<?^X^ > BCXL 4-1 5/8 i 2-0 ' / \y ™ «i/ N? m >\/ \£> -o\ > / \ > / \>\/ \/ \ 2-0 <y\o v y^? .0 J>/'\5o/ \7 \'7 \ D=32 0/0 18 @ 2-6 BASE LENGTH = 55- 7 TCXL = 32LH272/128 CHORD FY = 50. KS •- v5T X^> D & N*> 0. <S/^S>y \y \y \ 5/8 I WEB FY = 50. KS] = 0- 9 1/2 TOP CHORD 2 L 2.50X2.50X0.212 TCXR = WOOD: 2 1/2 DF2 LSEAT BCXL = WEB QTY L 3.00X2.00X0.250 SCREWS: #14 X 2 = 3- 6 1/2 BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 3.00X2. .00X0.250 BCXR = SIZE WELD SIZE WEB QTY SIZE 2 1 1 ROUND 3. IX. 325 V6 1 VI 1 L 3 2B L ' 4 1 L ' V2 1 L ' 1.25X1.25X0.109 2. OX. 109 12R 1 1.25X1.25X0.109 5.6X.109 11R 1 1.50X1.50X0.138 4.5X.138 V7 1 1.25X1.25X0.109 2. OX. 109 10R 1 5 1 L 2.00X2.00X0.137 4. OX. 137 9R 1 6 1 L . V3 1 L : 1.25X1.25X0.109 4.4X.109 V8 1 1.25X1.25X0.109 2. OX. 109 8R 1 7 1 L 2.00X2.00X0.137 3. OX. 137 7R 1 8 1 L : V4 1 L 9 1 L10 1 L V5 1 L :11 1 L :12 1 L : MARK: T15 1.25X1.25X0.109 3.2X.109 V9 1 1.25X1.25X0.109 2. OX. 109 6R 1 1.50X1.50X0.115 2.4X.115 5R 1 1.25X1.25X0.109 2.4X.109 V10 11.25X1.25X0.109 2. OX. 109 4R 1 1.50X1.50X0.115 2. OX. 115 3R 1 1.50X1.50X0.115 2. OX. 115 Vll 1 W84-08-0368-01 2R 1 L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 L 1.50X1 .50X0. 115L 1.25X1 .25X0. 109 L 1.25X1 .25X0. 109 L 1 .50X1 .50X0. 138 L 1 .25X1 .25X0. 109 L 1.25X1 .25X0. 109 L 2.00X2.00X0. 137 L 1 .25X1 .25X0 . 109 L 1 .50X1 .50X0. 115 L 2.00X2.00X0. 137 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 170 L 2.00X2.00X0. 163 L 1 .25X1 .25X0. 109 15/16 ROUND LIST 3 VENTANA REAL PHS 2 i i 3~4 i-21 s s/\ s &/\7 ¥/ 3-4u1-2 b- o o/o12.0" 00X0.250 0- 7 0/0 WELD SIZE2. OX. 1092.4X. 109 2. OX. 1152. OX. 1092.4X. 109 2.3X. 138 2. OX. 1093 .6X. 1093.3X. 137 2 .OX . 109 4.6X. 1154.3X. 1372 .OX . 109 3.9X. 170 3 .4X . 1632. OX. 109 2.8X.315 TUE, 20-JAN-2009 11:05:18 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 ADDLOAD 1.2/0.0 (PPS: TC=23, BC=11) BENDLOAD TC=0.5/0.0 BC=0.5/0.0 MARK: T15 W84-08-0368-01 LIST 3 VENTANA REAL PHS 2TUE, 20-JAN-2009 11:05:18 3-0 , 3-0 3-1 5/8 TCXL |\ 4- "N? V> /\r t>/\ff A/"\s>-\v \/ \*/ \ 1 5/8 2-0 >$/\0 ID y\? U JP'^to P- ^S^? <= ^/Nfe "> foS/^/ \7 \'7 \y \7 \'7 \ D=32 0/0 18 @ 2-6 '1 6' 0 <$/\ gl ^/f / ^l/ 3-4u1-2 BASE LENGTH = 55- 7 5/8 32LH272/12S CHORD FY = 50. KSI WEB FY = 50. KS] TCXL =0-9 1/2 TOP CHORD 2 L 2.50X2.50X0.212 TCXR = WOOD: 2 1/2 DF2LSEAT L 2.00X2.00X0.250 SCREWS: #14 X 2 SPACE:RSEAT L 2.00X2.BCXL =0-8 3/4 BOTTOM CHORD 2 L 2.50X2.50X0.212 BCXR = WEB QTY SIZE WELD SIZE WEB QTY SIZE 2 1 2DL 13 2B 4 1 V2 15 1 6 1 V3 17 1 8 1 V4 1 9 1 10 1 V5 111 1 12 1 MARK: Tl 1 ROUND 3.4X.325 V6 1 L 1.25X1.25X0.109 L 1.25X1.25X0.109 2. OX. 109 12R 1 L 1.50X1.50X0.115 L 1.50X1.50X0.115 5.8X.115 11R 1 L 1.50X1.50X0.115L 1.50X1.50X0.170 3.9X.170 V7 1 L 1.25X1.25X0.109 L 1.25X1.25X0.109 2. OX. 109 10R 1 L 1.25X1.25X0.109 L 2.00X2.00X0.137 4.3X.137 9R 1 L 1.50X1.50X0.170L 1.50X1.50X0.115 4.5X.115 V8 1 L 1.25X1.25X0.109 L 1.25X1.25X0.109 2. OX. 109 8R 1 L 1.25X1.25X0.109 L 2.00X2.00X0.137 3.3X.137 7R 1 L 2.00X2.00X0.137L 1.25X1.25X0.109 3.4X.109 V9 1 L 1.25X1.25X0.109 L 1.25X1.25X0.109 2. OX. 109 6R 1 L 1.50X1.50X0.138 L 1.50X1.50X0.138 2.2X.138 5R 1 L 2.00X2.00X0.163L 1.25X1.25X0.109 2.4X.109 V10 1 L 1.25X1.25X0.109L 1.25X1.25X0.109 2. OX. 109 4R 1 L 1.50X1.50X0.170 L 1.50X1.50X0.115 2. OX. 115 3R 1 L 2.00X2.00X0.187 L 1.50X1.50X0.115 2. OX. 115 2DR 1 L 1.25X1.25X0.109 6 W84-08-0368-01 2R 1 15/16 ROUND LIST 4 VENTANA REAL PHS 2 [ 0- 0 0/0 12.0"00X0.2500- 8 3/4 WELD SIZE2. OX. 109 2. OX. 115 2. OX. 1152. OX. 109 2.6X. 109 2. IX. 170 2. OX. 1093.9X. 1093.6X. 137 2. OX . 109 4. IX. 1383.9X. 163 2. OX . 109 4.2X. 170 3.2X. 1872 .OX . 109 3. OX. 315 THU, 22-UAN-2009 15: 58: 26 DESIGN REQUIREMENTSDEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 ADDLOAD 1.7/0.0 (PPS: TC = 23, 80=11) BENDLOAD TOO. 5/0.0 BC = 0 . 5/0 . 0 MARK: T16 W84-08-0368-0! LIST 4 VENTANA 15:58:26 3-0 , , TCXL tX 3-1 s/d X \ /\. Y / \\/ , 3-0 '1-6' \r CM\ > / \? n \/ \tf* ^N. > / N& m\ > \ ^S/ X/ \«> •$/NN«S>> y x / \ r, ^\f> y X / \ CO ^/\J>~> 7 Xz \=> <3/^\>> / X/ \z s/\ &C / \f\ / \ ?/ •S/t1 /X 0=32 0/0 4-1 5/8 2-0 IB @ 2-6 1-2 BASE LENGTH = 32LH272/128 TCXL =0-9 1/2 CHORD FY = TOP CHORDWOOD: 2 1/2 DF2 LSEAT L 2 L 2 3-4 55- 7 5/8 50. KSI WEB FY =50. KSI .50X2.50X0.212 TCXR =SCREWS: #14 X 2 2.00X2.00X0.250 BCXL =0-8 3/4 WEB QTY 2 12DL 1 3 2B 4 1 V2 1 5 1 5 1V3 17 1 8 1V4 1 9 1 10 1V5 1 11 1 12 1 S]:ZE 1 ROUND L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 2.00X2 L 1.50X1 L 1.25X1 L 2.00X2 L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 1.25X1 L 1.50X1 L 1.50X1 BOTTOM CHORD 2 L 2.50X2 SPACE: RSEAT L 2.00X2. .50X0. 197 BCXR = WELD SIZE WEB QTY 3.3X.325 V6 1 25X0.109 2. OX. 109 1 25X0.109 6. OX. 109 1 50X0. 1 2R 1 1R 1 70 3.8X.170 V7 1 25X0.109 2. OX. 109 1 00X0 . 1 50X0. 1 OR 1 37 4.2X. 137 9R 1 15 4.4X.115 V8 1 25X0 . 109 2. OX. 109 8R 1 00X0.137 3.2X.137 7R 1 25X0.109 3.3X.109 V9 1 25X0.109 2. OX. 109 6R 1 50X0.138 2. IX. 138 5R 1 25X0.109 2.4X.109 V 10 1 25X0.109 2. OX. 109 4R 1 50X0 . 1 50X0. 1 15 2. OX. 115 3R 1 15 2. OX . 115 2DR 1 2R 1 MARK: Tl 7 W84--08-0368-01 LIST 4 SIZE 0- 0 0/012.0" 00X0. 0- 8 250 3/4 WELD SIZE L 1 .25X1 .25X0. 109 L 1.50X1.50X0.115 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0.109L 1.50X1.50X0.138 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137L 1.25X1.25X0.109 L 1.50X1.50X0.138 L 2.00X2.00X0. 137L 1.25X1.25X0.109 L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1.25X1.25X0.109 15/16 ROUND 2. 2. 2. 2. 2. 2. 2. 3. 3. 2.4 . 4 . 2.4 . 3. 2. 2. VENTANA REAL PHS 2THU, 22-JAN-2009 OX. 109 OX . 1OX. 1 15 15 OX. 109 5X. 109 4X. 138OX. 1098X. 109 5X. 137 OX . 109OX. 138 5X. 137 OX. 109IX . 170 6X. 163 OX. 1099X . 3 15 15: 58: 26 DESIGN REQUIREMENTSDEFL LIMITS LEFT RIGHT MAIN TOTAL 180LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 ADDLOAD 1.5/0.0 (PPS: TC = 23, BC=11)BENDLOAD TC=0.5/0.0 BC = 0.5/0.0 MARK: T17 W84-08-0368-01 LIST 4 VENTANA REAL PHS 2THU, 22-UAN-2009 15: 58: 25 3-0 , , TCXL 3-1 5/S1 ^X^/X^XX2/^ BCXL 4-1 5/8 2-0 <V/\i> in S/ \& 10 j®/ Xfc/ \/ \y \ D=32 0/0 18 @ 2-6 5 $/\? g <§/\? * &/\?7 \7 \7 \ i i 3~°'i-e1 o &/\d $/t/ ^/ BCXR 3-4u1-2 BASE LENGTH = 55- 7 5/8 32LH272/128 CHORD FY = 50. KSI WEB FY = 50. KS1TCXL -0-9 1/2 TOP CHORD 2 L 2.50X2.50X0.197 TCXR = WOOD: 2 1/2 DF2 SCREWS: #14 X 2LSEAT L 3.00X2.00X0.250 BCXL =3-7 5/8 BOTTOM CHORD 2 L 2.00X2 SPACE:RSEAT L 3.00X2. .00X0.250 BCXR = WEB QTY SIZE WELD SIZE WEB QTY SIZE 2 1 2DL 13 2B4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 V5 111 112 1 MARK: Tl 1 ROUND 3. IX. 325 V6 1 L 1.25X1.25X0.109 2. OX. 109 12R 1L 1.25X1.25X0.109 5.7X.109 11R 1 L 1.50X1.50X0.138 4.4X.138 V7 1 L 1.25X1.25X0.109 2. OX. 109 10R 1 L 2.00X2.00X0.137 3.9X.137 9R 1 L 1.25X1.25X0.109 4.3X.109 V8 1 L 1.25X1.25X0.109 2. OX. 109 8R 1 L 1.50X1.50X0.170 2.3X.170 7R 1L 1.25X1.25X0.109 3. OX. 109 V9 1 L 1.25X1.25X0.109 2. OX. 109 6R 1 L 1.50X1.50X0.115 2.3X.115 5R 1L 1.25X1.25X0.109 2.4X.109 V10 1 L 1.25X1.25X0.109 2. OX. 109 4R 1 L 1.50X1.50X0.115 2. OX. 115 3R 1L 1.50X1.50X0.115 2. OX. 115 2DR 1 8 W84-08-0368-01 2R 1 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.115L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.138L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 2.00X2.00X0. 137 L 1.25X1.25X0.109L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1.25X1.25X0.10915/16 ROUND LIST 4 VENTANA REAL PHS 2 0- 0 0/0 12.0"00X0.250 2- 8 5/8 WELD SIZE2. OX. 109 2.4X. 109 2. OX. 1152. OX. 109 2.4X. 109 2.2X. 138 2. OX. 1093.4X. 109 3.2X. 1372. OX . 1094 .4X . 115 4.2X. 137 2. OX. 1093.8X. 1703.4X. 163 2. OX. 109 2. 8X. 315 THU, 22-UAN-2009 15: 58: 26 DESIGN REQUIREMENTSDEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 272/128 0- 9 1/2 NET UPLIFT 80 0- 9 1/2 MAIN TC UNIFORM (R) 272/128 55- 7 5/8 NET UPLIFT 80 55- 7 5/8 ADDLOAD 1.0/0.0 (PPS: TC = 23, BC=11)BENDLOAD TC=0.5/0.0 BC=0.5/0.0 MARK: T18 W84-08-0368-01 LIST 4 VENTANA REAL PHS 2THU, 22-UAN-2009 15: 58: 26 1 3-0 , I TCXL 3-1 5/8 i , 3-0 '1-6' ~*X^/\ BCXL 4- </\* //\ q/\fo g /\s -jKN?>J? \^•/\B/N> */\//^ D=32 0/0 1 5/8 2-0 18 @ BASE LENGTH = 32LH272/12B TCXL =0-9 1/2 CHORD FY = TOP CHORD WOOD: 2 1/2 DF2 LSEAT L 2 L 2 2-6 u1-2 3-4 55- 7 5/8 50. KS I WEB FY =50. KS] .50X2.50X0. 197 TCXR = SCREWS: #14 X 2 3.00X2.00X0.250 BCXL =3-7 5/8 WEB QTY 2 1 2DL 1 3 2B 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 V5 1 11 1 12 1 SI:ZE 1 ROUND L 1.25X1 L 1 . 25X1 . L 1 .50X1 . L 1 .25X1 . L 2.00X2. L 1 .25X1 . L 1 .25X1 . L 1.50X1 L 1.25X1 L 1.25X1 L 1.50X1 L 1.25X1 L 1.25X1 L 1 .50X1 . L 1 .50X1 . 25X0 . 1 BOTTOM CHORD 2 L 2.00X2 SPACE: RSEAT L 3.00X2. .00X0.250 BCXR = WELD SIZE WEB QTY 3. IX. 325 V6 1 09 2. OX. 109 1 25X0.109 5.7X.109 1 50X0. 1 25X0. 1 00X0. 1 25X0. 1 25X0. 1 50X0. 1 25X0. 1 25X0. 1 50X0 . 1 25X0. 1 2R 1 1R 1 38 4.4X.138 V7 1 09 2. OX. 109 1OR 1 37 3.9X.137 9R 1 09 4.3X.109 V8 1 09 2. OX. 109 8R 1 70 2.3X.170 7R 1 09 3. OX. 109 V9 1 09 2. OX. 109 6R 1 15 2.3X.115 5R 1 09 2.4X.109 V10 1 25X0 . 109 2. OX. 109 4R 1 50X0. 1 50X0. 1 15 2. OX. 115 3R 1 15 2. OX. 115 2DR 1 2R 1 MARK: Tl 9 W84--08-0368-01 LIST 4 SIZE 0- 0 12.0 00X0. 0- 7 0/0II 250 0/0 WELD SIZE L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.138 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 2.00X2.00X0. 137 L 1 .25X1 .25X0. 109 L 1.50X1.50X0.170 L 2.00X2.00X0. 163 L 1.25X1.25X0.109 15/16 ROUND 2. 2. 2. 2. 2. 2. 2. 3. 3. 2. 4 . 4 . 2. 3. 3. 2. 2. VENTANA REAL PHS 2THU, 22-UAN-2009 OX. 109 4X. 109 OX. 1 15 OX. 109 4X . 109 2X. 138 OX . 109 4X. 109 2X. 137 OX. 109 4X. 1 15 2X. 137 OX. 109 8X. 170 4X. 163 OX. 109 8X . 3 15 15: 58: 26 DEFL LIMITS TOTAL LIVEEXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORMNET UPLIFT ADDLOAD BENDLOAD LEFT RIGHT (R) 1 DESIGNMAIN ISO 240272/128 80 272/12880 .0/0.0 (PPS: REQUIREMENTS 0- 0- 9 55-55- 7 TC = 23, 9 1/2 1/27 5/85/8 TC=0.5/0.0 BC=0.5/0 BC=H:0 19 W84-08-0368-01 LIST 4 VENTANA REAL PHS 2THU, 22-UAN-2009 15: 58: 26 TCXL 2-6 2-0 f\<o V 3-4 3/4 3/4 r 1-2 \V nj i ..i 2-6 2-0 3/4 /\ 28LH288/144 TCXL = WOOD LSEAT BCXL = o- o 1/2 /\ BASE /\ D=28 14 I? LENGTH CHORD FY TOP CHORD 2 L: 2 1/2 DF2 L 2 .00X2 .00X0 0- 7 WEB QTY 2 2DL 3 4 V2 5 6 V3 7 8 V4 9 10 MARK: .250 SCREWS: >/\ 0/0 2-0 = 37- 1 >/\s/\ 1/2 = 50. KSI WEB 2.00X2.00X0. 175 #14 X 2 FY = 50. TCXR */\Nf/^' 3-4 3/4 1-2 KSI = 0 SPACE: - 0 0/0 12.0" RSEAT L 2.00X2.00X0.250 0/0 BOTTOM CHORD 2 L 2.00X2 SIZE 1 1 ROUND 1 L 1 1 L 2 1 L 1 1 L 1 1 L 1 1 L 1 1 L 1 1 L 1 1 L 1 1 L 1 1 L 1 1 L 1 T20A .25X1 .25X0. 109 .00X2.00X0. 137 .50X1 .50X0. 138 .25X1 .25X0. 109 .50X1 .50X0. 138 .25X1 .25X0 . 109 .25X1 .25X0. 109 .50X1 .50X0. 115 .25X1 .25X0. 109 .25X1 .25X0. 109 .25X1 .25X0. 109 .25X1 .25X0 . 109 WELD SIZE 2.6X 2. OX 3.4X 3.6X 2. OX 3. IX 3.4X 2. OX 2.6X 2.4X 2. OX 2. OX 2. OX W84-08-0368-01 L .325 . 109 . 137 . 138 . 109 . 138 . 109 . 109 . 115 . 109 . 109 . 109 . 109 1ST 4 .00X0.175 BCXR WEB QTY V5 1 10R 1 9R 1 V6 1 8R 1 7R 1 V7 1 6R 1 5R 1 V8 1 4R 1 3R 1 2DR 1 2R 1 SIZE L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.50X1.50X0. L 2.00X2.00X0. L 1.25X1.25X0. 1 ROUND = 0 - 7 0/0 WELD SIZE 109 109 109 109 109 115 109 109 138 109 138 137 109 2. OX. 109 2. OX. 109 2. OX. 109 2. OX. 109 2.4X. 109 2.6X. 1 15 2 .OX. 109 3.4X. 109 3 . IX. 138 2 .OX . 109 3.6X. 133 3 .4X . 137 2. OX. 109 2.6X.325 VENTANA REAL PHS 2THU, 22-JAN-2009 15: 58: 26 DESIGN REQUIREMENTS O 1 HINUHPILJ LjMOIZ DEFL LIMITS LEFT F TOTAL LIVE EXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORM F TC UNIFORM / NET UPLIFT TC V CONC ADDLOAD 1 BENDLOAD TC CDCTPTAI PACCT -H- 4 1IGHT MAIN 180 240 288/144 0- 0 1/2 80 0- 0 1/2 3 288/144 37- 1 1/2 \ 12/0 37- 1 1/2 80 37- 1 1/2 0.20/0.00 35-11 3/4 9/0.0 (PPS: TC=19, BC = 9) >0. 5/0.0 BC = 0. 5/0.0CCD i inbrtLlAL LAot tf 1 oou urEXTL TC UNIFORM 0 0-0 1/2 ADDLOAD -2.1 (PPS: TC=19. BC = 9) MARK: T20A W84-08-0368-01 .1ST 4 VENTANA REAL PHS 2THU, 22-JAN-2009 15: 58: 26 TCXL 2-6 2-0 f\-> V 3-4 3/4 3/4 / 1-2 \y cvi/\ 28LH288/144 TCXL = WOOD: o- 9 : 2 1/2 : g BASE 7 X1 D=28 14 @ LENGTH CHORD FY = s/7^ 0/0 2-0 = 37- 1 -50. KS *f/\ 1/2 I WEB L/2 TOP CHORD 2 L 2.00X2.00X0.148 DF2 SCREWS:#14 X 2 LSEAT L 2.00X2.00X0.250 BCXL =0- 7 0/0 BOTTOM CHORD 2 L WEB QTY 2 1 2DL 1 3 1 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 SIZE 7/8 ROUND L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1 .50X1 .50X0. 115 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.25X1.25X0.109 WELD S IZE 2.3X.304 2. OX. 2.9X. 3.6X. 2. OX. 3. IX. 2.8X. 2. OX. 2. IX. 2.4X. 2. OX. 2. OX. 2. OX. 109 137 115 109 115 109 109 115 109 109 109 109 2.00X2. */\ FY = 50. TCXR £ */\ i- KSI = 0- SPACE: i 2~6 0 3/4 4^' 3-4 3/4 2 - 0 0/0 12.0" RSEAT L 2.00X2.00X0.250 00X0.148 BCXR WEB QTY V5 1 10R 1 9R 1 V6 1 8R 1 7R 1 V7 1 6R 1 5R 1 V8 1 4R 1 3R 1 2DR 1 2R 1 SIZE = 0-- 7 0/0 WELD SIZE L 1.25X1.25X0.109 L 1.25X1.25X0.'109 L 1.25X1.25X0.109 L 1.25X1.25X0.. L 1 .25X1 .25X0. . L 1.50X1.50X0.: L 1.25X1.25X0.: 109 109 .15 109 L 1.25X1.25X0.109 L 1.50X1.50X0.: L 1.25X1.25X0.: L 1 .50X1 .50X0. : L 2.00X2.00X0. : L 1.25X1.25X0.: 115 109 115 137 109 7/8 ROUND 2. OX. 109 2. OX. 109 2. OX. 109 2. OX. 109 2.4X. 109 2. IX. 115 2. OX. 109 2.7X. 109 3. IX. 1 15 2. OX. 109 3.6X. 1 15 2.9X. 137 2 .OX . 109 2.3X.304 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL LIVE EXTL TC 180 240 UNIFORM 288/144 NET MAIN TC UPLIFT 80 UNIFORM (R) 288/144 NET UPLIFT 80 ADDLOAD 1.0/0.0 (PPS BENDLOAD TC=0 MARK: T 21 0- 9 0- 9 1 37- 1 37- 1 1 TC=19. 5/0.0 BC=0.5/0 W84-OS-0368-01 LIST 5 1/2 /2 1/2 /2 BC = 9) .0 VENTANA REAL PHS 2TUE, 20-UAN-2009 10:19:10 2-6 , TCXL $\ 3 2-0 3/4 N? \& / -4 3/4 1-2 \v ru \ ^/\? (T, / \ 28LH2S8/144 TCXL = 0- WOOD: 2 *y/\S> V / \ BASE 7X / \ 0=28 14 @ LENGTH CHORD FY = j~) Jo/ \iy / \ 0/0 2-0 - 37- 1 =50. KS ^ O/XA / \ 1/2 I WEB - 9 1/2 TOP CHORD 2 L 2.00X2.00X0.175 1/2 DF2 SCREWS:#14 X 2 LSEAT L 2.00X2.00X0.250 BCXL -0-7 0/0 BOTTOM CHORD 2 L WFB QTY 2 1 1 2DL 1 3 1 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 MARK: T21 SIZE . ROUND WELD SIZE 2.5X.325 L 1 .25X1 .25X0. 109 L 2.00X2.00X0. 137 L 1.50X1.50X0.138 L 1 .25X1 .25X0. 109 L 1.50X1.50X0.138 L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 115 L 1 . 25X1 .25X0 . 109 L 1 .25X1 .25X0. 109 L 1.25X1.25X0.109 L 1.25X1.25X0.109 A W84-08-0368-0 2. OX. 3.4X. 3.5X. 2. OX. 3. IX . 3.3X. 2. OX. 2.6X. 2.4X. 2. OX. 2. OX. 2. OX. 109 137 138 109 138 109 109 115 109 109 109 109 1 LIST 5 2.00X2. ^ o/X^ / \ FY = 50. TCXR 2^ CD $/\y ^ i- KSI = 0- SPACE: ! 2~6 D 3/41 Ct/ rfh/t ^r 3-4 3/4 2 - 0 0/0 12.0" RSEAT L 2.00X2.00X0.250 00X0.163 BCXR WEB QTY V5 1 10R 1 9R 1 V6 1 8R 1 7R 1 V7 1 6R 1 5R 1 V8 1 4R 1 3R 1 2DR 1 2R 1 SIZE L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.50X1.50X0. = 0-- 7 0/0 WELD SIZE 109 109 109 109 109 115 109 109 138 109 138 L 2.00X2.00X0. 137 L 1.25X1.25X0. 1 ROUND VENTANA REAL 109 2. OX. 109 2. OX. 1092. OX . 109 2. OX. 109 2.4X . 1092.6X. 1 15 2 .OX . 109 3.3X. 109 3. IX. 1382. OX. 109 3 . 5X . 138 3.4X. 137 2 .OX . 109 2.5X.325 PHS 2TUE, 20-JAN-2009 10:19: 10 STANDARD CASE-- DEFL LIMITS LEFT TOTAL LIVE EXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORM TC UNIFORM NET UPLIFT ADDLOAD BENDLOAD SPECIAL CASE # EXTL TC UNIFORM ADDLOAD DESIGN REQUIREMENTS RIGHT MAIN 180 240 288/144 0- 9 1/2 80 0- 9 1/2 R 288/144 37- 1 1/2 A 12/0 37- 1 1/2 80 37- 1 1/2 1.8/0.0 (PPS: TC=19, B TC = 0.5/0.0 BC = 0.5/0.0 1 SSB UP 0 0-9 1/2 -2.0 (PPS: TC=19, BC = 9) ' = 91' 3; MARK:"21A W84-08-0368-01 LIS"VENTANA REAL PHS 2TUE, 20-UAN-2009 10: 19: 10 2-6 2-0 3/41 2-0 3/J 2-6 TCXL WEB 2 2DL 34 V2 5 6 V3 7 8 V4 9 10 BCXR 0=28 3-4 3/4 14 @ 0/0 2-0 1-2 3-4 3/4 1-2 BASE LENGTH = 37- 1 1/2 28LH288/144 CHORD FY = 50. KSI WEB FY TCXL =0-9 1/2 TOP CHORD 2 L 2.00X2.00X0.148 WOOD: 2 1/2 DF2 SCREWS: #14 X 2 LSEAT L 2.00X2.00X0.250 RSEAT BCXL =0-7 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.148 QTY SIZE 1 7/8 ROUND 1 L 1.25X1.25X0. 1 L 2.00X2.00X0. 1 L 1.50X1.50X0. 1 L 1.25X1.25X0. 1 L 1.50X1.50X0. 1 L 1.25X1.25X0. 1 L 1.25X1.25X0. 1 L 1.50X1.50X0. 1 L 1.25X1.25X0. 1 L 1.25X1.25X0. 1 L 1.25X1.25X0. 1 L 1.25X1.25X0. DEFL LIMITS LEFT TOTAL LIVE EXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORM NET UPLIFT ADDLOAD BENDLOAD WELD SIZE 2.3X.304 109 2. OX. 109 137 2.9X.137 115 3.6X.115 109 2. OX . 109 115 3. IX. 115 109 2.8X.109 109 2. OX. 109 115 2. IX . 115 109 2.4X.109 109 2. OX. 109 109 2. OX. 109 109 2. OX. 109 DESIGN RIGHT MAIN 180 240 288/144 80 0- WEB V5 10R 9R V6 8R 7R V7 6R 5R V8 4R 3R 2DR 2R QTY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L L L L L L L L L L L L L 7/8 1 1 1 1 1 1 1 1 1 1 1 2 1 s: .25X1 .25X1 .25X1 .25X1 .25X1 .50X1 .25X1 .25X1 .50X1 .25X1 .50X1 .00X2 .25X1 ROUND = 50. KSI TCXR =0-0 0/0 SPACE: 12.0" L 2.00X2.00X0.250 BCXR =2-9 1/2 [ZE .25X0. .25X0. .25X0. .25X0. .25X0. .50X0. .25X0. .25X0. .50X0. .25X0. .50X0. .00X0. .25X0. WELD SIZE 109 109 109 109 109 115 109 109 115 109 115 137 109 2, 2, 2, 2, 2 2, 2, 2 3. 2. 3, 2, 2.2. .OX .OX .OX..ox ,4X . IX.OX . 7X , IX, .OX, . 6X. . 9X. .OX, . 3X . 109 . 109 . 109 . 109 . 109 . 115 . 109 . 109 . 115 . 109 . 115 . 137 . 109 .304 REQUIREMENTS 0- 9 1/29 1/2 (R) 288/144 37- 1 1/2 80 37- 1.0/0.0 (PPS: TC TC=0. 5/0.0 BC=0 1 1/2 = 19, BC = 9) .5/0.0 1ARK: T22 W84-08-0368-01 .1ST 5 VENTANA REAL PHS 2 TUE, 20-JAN-2009 10: 19: 10 TCXL 2-5 i2-0 •x^ 3/41 / \v" cxi / N^1 en\ > /\ BCXL 3-4 3/4 1-2 28LH288/144 TCXL = WOOD: LSEAT I BCXL = BASE /"\ D = 28 14 @ LENGTH CHORD FY = s/7^ 0/0 2-0 = 37- 1 =50. KS UJ <£/ \& 1/2 I WEB 0- 9 1/2 TOP CHORD 2 L 2.00X2.00X0.148 2 1/2 DF2 SCREWS:#14 X 2 . 2.00X2.00X0.250 2- 9 5/8 BOTTOM CHORD 2 L WEB QTY 2 1 2DL 1 3 1 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 SIZE 7/8 ROUND L 1 .25X1 .25X0. 109 L 2.00X2.00X0. 137 L 1 .50X1 .50X0. 115 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0 . 115 L 1 .25X1 .25X0. 109 L 1.25X1.25X0.109 L 1 .50X1 .50X0. 115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1 .25X1 .25X0 . 109 L 1 .25X1 .25X0. 109 WELD S 2.3X. 2. OX. 2.9X. 3.6X. 2. OX. 3. IX. 2.8X. 2. OX. 2. IX. 2.4X. 2. OX. 2. OX. 2. OX. IZE 304 109 137 115 109 115 109 109 115 109 109 109 109 2.00X2. ;/\ FY = 50. TCXR £ */\ 2-61 c u D 3/4 ' ^^' 3-4 3/4 1-2 KSI = 0- SPACE: - 0 0/0 12.0" RSEAT L 2.00X2.00X0.250 00X0.148 BCXR WEB QTY V5 1 10R 1 9R 1 V6 1 8R 1 7R 1 V7 1 6R 1 5R 1 V8 1 4R 1 3R 1 2DR 1 2R 1 SIZE L 1.25X1.25X0. = 0-- 7 0/0 WELD SIZE 109 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.50X1.50X0. L 2.00X2.00X0. 109 115 109 115 137 L 1.25X1.25X0.109 7/8 ROUND 2. OX. 109 2. OX. 109 2 .OX . 1092. OX. 109 2 .4X . 109 2. IX. 1 15 2 .OX . 109 2.7X. 109 3 . 1 X . 115 2. OX. 1093.6X. 1 15 2 ,9X . 137 2. OX. 109 2.3X.304 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL LIVE EXTL TC 180 240 UNIFORM 288/144 NET MAIN TC UPLJ:FT 80 UNIFORM (R) 288/144 NET UPL1:FT 80 0- 90- 9 137- 1 37- 1 1 ADDLOAD 1.0/0.0 (PPS: TC=19, BENDLOAD TC=0 MARK: T23 W84-08-0368-0 .5/0.0 BC=0.5/0 1 LIST 5 1/2/2 1/2 /2 BC = 9) .0 VENTANA REAL PHS 2 TUE, 20-UAN-2009 10:19: 10 TCXL 2-6 i2-1 tX^\Xf \x\ 3-5 1/4 1/4 / A 1-2 \2 \^/V 5/ \ 2BLH288/144 TCXL = WOOD: - » g | / \ BASE ^/\i / \ D=28 14 @ LENGTH CHORD FY = ^°$/^\ / \ 0/0 2-0 = 37- 2 -50. KS g^/Nfc / \ 0/0 I WEB 0- 9 0/0 TOP CHORD 2 L 2.00X2.00X0.148 2 1/2 DF2 SCREWS:#14 X 2 LSEAT L 2.00X2.00X0.250 BCXL =0- WEB QTY 2 1 2DL 1 3 1 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 7 0/0 BOTTOM CHORD 2 L SIZE 7/8 ROUND L 1 .25X1 .25X0. 109 L 2.00X2.00X0. 137 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1 .50X1 .50X0 . 115 L 1 .25X1 .25X0 . 109 L 1 .25X1 .25X0 . 109 L 1 .50X1 .50X0. 115 L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0. 109 WELD SIZE 2.3X.304 2. OX. 2.9X. 3.5X. 2. OX. 3. IX. 2.7X . 2. OX. 2. IX. 2.4X. 2. OX. 2. OX. 2. OX . 109 137 115 109 115 109 109 115 109 109 109 109 2.00X2. ^^/^/ \ FY = 50. TCXR |_f-o 5 $/\/ A L 1-2 KSI = 0- 2-6i3/41 ml ^^I/ 3-4 3/4 0 0/0 SPACE: 12.0" RSEAT L 2.00X2.00X0.250 00X0.148 BCXR WEB QTY V5 1 10R 1 9R 1 V6 1 8R 1 7R 1 V7 1 6R 1 5R 1 V8 1 4R 1 3R 1 2DR 1 2R 1 SIZE = 0-7 0/0 WELD SIZE L 1 .25X1 . 25X0 . 109 L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.50X1.50X0. L 2 .00X2.00X0 . L 1.25X1.25X0. 109 109 109 109 115 109 109 115 109 115 137 109 7/8 ROUND 2. OX. 109 2 .OX . 109 2. OX. 109 2. OX. 109 2 .4X . 109 2 . IX . 1 15 2 .OX . 109 2.8X. 109 3. IX. 1 15 2. OX. 109 3.6X. 1 15 2.9X. 137 2. OX. 109 2 . 3X .304 DESIGN REQUIREMENTSDEFL LIM:tTS LEFT RIGHT MAIN TOTALL: EXTL TC EVE 180 240 UNIFORM 288/144 NET MAIN TC UPLIFT 80 UNIFORM (R) 288/144 NET UPLIFT 80 ADDLOAD 1.0/0.0 (PPS BENDLOAD TC=0 MARK: T24 W84-08-036B-0 0- 9 0-90 37- 2 0/0/o 0/0 37- 2 0/0 TC=19, 5/0.0 BC-0.5/0 1 LIST 5 BC=9) .0 VENTANA REAL PHS 2TUE, 20-UAN-2009 10:19: 10 TCXL 2-6 2-1 »x^ 3-5 1/4 1/41 / 1-2 1 , 2- 5 2-0 3/41 \y ru <fy \y ro 28LH288/144 TCXL =WOOD: ^/\^ BASE y^\ D=28 14 @ LENGTH CHORD FY = S^N^ 0/0 2-0 = 37- 2 =50. KS -/\ 0/0 I WEB 0- 9 0/0 TOP CHORD 2 L 2.00X2.00X0.163 2 1/2 DF2 SCREWS:#14 X 2 LSEAT L 2.00X2.00X0.250 BCXL =0- 7 0/0 BOTTOM CHORD 2 L WEB QTY 2 1 2DL 1 3 14 1 V2 1 5 1 6 1 V3 1 7 1 B 1 V4 1 9 1 10 1 MARK: 1 SIZE 1 ROUND L 1.25X1.25X0.109 L 2.00X2 .00X0 . 137 L 1 .50X1 .50X0. 138 L 1 . 25X1 .25X0 . 109 L 1.50X1.50X0.138 L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0. 115 L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0 . 109 L 1 .25X1 .25X0. 109 "24A W84-08-0368-0 WELD S IZE 2.5X.325 2. OX. 3.3X.3. 4X . 2. OX. 3. OX. 3.2X. 2. OX. 2.5X. 2.4X. 2. OX. 2. OX. 2. OX. 109 137 138 109 138 109 109 115 109 109 109 109 1 LIST 5 2.00X2. >//\ FY = 50. TCXR -/} i- KSI = 0- SPACE: 4^' 3-4 3/4 2 - 0 0/0 12.0" RSEAT L 2.00X2.00X0.25000X0.163 BCXR WEB QTY V5 1 10R 1 9R 1 V6 1 8R 1 7R 1 V7 1 6R 1 5R 1 V8 1 4R 1 3R 1 2DR 1 2R 1 SIZEL 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. = o-- 7 0/0 WELD SIZE109 109 109 L 1.25X1.25X0.109 L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.50X1.50X0. L 2.00X2.00X0. L 1.25X1.25X0. 1 ROUND VENTANA REAL 109 115 109 109 138 109 138 137 109 2. OX. 109 2. OX. 109 2. OX. 109 2. OX. 109 2 .4X. 109 2 . 5X . 115 2. OX. 109 3.2X. 109 3. OX . 138 2. OX. 109 3 .4X . 1 3.3X. 1 38 37 2. OX. 109 2.4X.325 PHS 2TUE, 20-JAN-2009 10:19: 10 --- STANDARD CASE DEFL LIMITS LEFT TOTAL LIVE EXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORM NET UPLIFT ADDLOAD BENDLOAD --- SPECIAL CASE # EXTL TC UNIFORM ADDLOAD DESIGN REQUIREMENTS RIGHT MAIN 180 240 288/144 0- 9 0/0 80 0- 9 0/0 (R) 288/144 37- 2 0/0 80 37- 2 0/0 1.8/0.0 (PPS: TC=19, BC=9) TC=0 . 5/0 . 0 BC = 0 . 5/0.0 1 SSB UP 0 0-9 0/0 -2.0 (PPS: TC=19, BC = 9) MARK: T24A W84-08-0368-0 1 LIST 5 VENTANA REAL PHS 2TUE, 20-JAN-2009 10: 19: 10 2-fi TCXL t\ 3 2-1 1/4 N? \p / \\/ -5 1/4 1-2 ^/\^ m / \v > 28LH288/144 A/\S> ^ / \ BASE 7 \ D=28 14 @ LENGTH CHORD FY = in (S/Nb / \ 0/0 2-0 = 37- 2 =50. KS u$/\& / \ 0/0 I WEB TCXL =0-9 0/0 TOP CHORD 2 L 2.00X2.00X0.175 WOOD: 2 1/2 DF2 SCREWS:#14 X 2 LSEAT L 2.00X2.00X0.250 BCXL =0-7 0/0 BOTTOM CHORD 2 L WEB QTY 2 1 ! 2DL 1 3 1 4 1 V2 15 1 5 1 V3 1 7 1 8 1 V4 1 9 1 10 1 SIZE I ROUND WELD S IZE 2.5X.325 L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1 .50X1 .50X0. 138 L 1 .25X1 .25X0. 109 L 1 .50X1 .50X0 . 138 L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 L 1.50X1.50X0.115 L 1 .25X1 .25X0 . 109 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 MARK: T24B W84-08-0368-0 2. OX. 3.3X. 3.5X. 2. OX. 3. OX. 3.3X. 2. OX. 2.6X. 2.4X . 2. OX. 2. OX. 2. OX. 109 137 138 109 138 109 109 115 109 109 109 109 1 LIST 5 2.00X2. ^^>/\&> / \ FY = 50. TCXR ^ CD "?7 \ / ^ 2-61D 3/41 <§/ ^^ \/ 3-4 3/4 1-2 KSI = 0-SPACE: - 0 0/0 12.0" RSEAT L 2.00X2.00X0.250 00X0.163 BCXR WEB QTY V5 1 10R 1 9R 1V6 1 8R 1 7R 1 V7 1 5R 1 5R 1 V8 14R 1 3R 1 2DR 12R 1 SIZEL 1.25X1.25X0. = 0-- 7 0/0 WELD SIZE 109L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.25X1.25X0.109L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0.L 1.25X1.25X0.L 1.50X1.50X0. 109 115 109 109 138L 1.25X1.25X0.109 L 1.50X1.50X0. L 2.00X2.00X0.L 1.25X1.25X0. 1 ROUND VENTANA REAL 138 137 109 2. OX. 1092 .OX . 109 2. OX. 109 2. OX. 1092.4X. 109 2.6X. 1 15 2 .OX . 109 3.3X. 1093. OX. 1382 .OX . 109 3 . 5X . 1383.3X. 137 2 .OX . 1092.5X.325 PHS 2TUE, 20-UAN-2009 10:19: 10 STANDARD CASE-- DEFL LIMITS LEFT TOTAL LIVE EXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORM NET UPLIFT ADDLOAD BENDLOAD SPECIAL CASE # EXTL TC UNIFORM ADDLOAD DESIGN REQUIREMENTS RIGHT MAIN 180 240 288/144 0- 9 0/080 0- 9 0/0 (R) 288/144 37- 2 0/0 80 37- 2 0/0 1.9/0.0 (PPS: TC=19, B TC=0.5/0.0 BC=0.5/0.0 1 SSB UP 0 0-9 0/0 -2.1 (PPS: TC=19, BC = 9) :=9) MARK: !24b WS4-08-036S-01 VENTANA REAL PHS 2TUE, 20-UAN-2009 10: 19: 10 2-6 2-0 3/41 2-6 TCXL WEB 2 2DL 3 4 V2 5 6 V3 7 8 V4 9 10 BCXR 3-5 1/4 D=28 0/0 14 @ 2-0 1-2 3-4 3/4 1-2 BASE LENGTH = 37- 2 0/0 2BLH288/144 TCXL -0-9 0/0 TOP WOOD: 2 1/2 DF2 LSEAT L 2.00X2.00X0.250 BCXL -0-7 0/0 BOTTOM CHORD FY = 50. KSI CHORD 2 L 2.00X2.00X0 SCREWS: #14 X 2 CHORD 2 L 2.00X2 WEB FY = 50. KSI 148 TCXR =0-0 0/0 SPACE: 12.0" RSEAT L 2.00X2.00X0.250 00X0. 148 BCXR =2-9 1/2 QTY SIZE 1 7/8 ROUND 1 L 1 .25X1.25X0. 109 1 L 2.00X2.00X0.137 1 L 1 .50X1.50X0. 115 1 L 1.25X1.25X0.109 1 L 1.50X1.50X0.115 1 L 1 .25X1.25X0. 109 1 L 1.25X1.25X0.109 1 L 1 .50X1.50X0. 115 1 L 1 .25X1.25X0. 109 1 L 1.25X1.25X0.109 1 L 1.25X1.25X0.109 1 L 1.25X1.25X0.109 WELD SIZE 2.3X.304 2.OX. 109 DEFL LIMITS LEFT RIGHT MAIN WEB V5 10R 9R V6 8R 7R V7 6R 5R V8 4R 3R 2DR 2R DESIGN REQUIREMENTS 2 3 2 3. 2, 2, 2, 2, 2. 2. 2. . 9X. . 6X. .OX. . IX. , 7X. .OX. , IX. , 4X. .OX. .OX. .OX. 137 115 109 115 109 109 115 109 109 109 109 QTY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 2 L 1 7/8 s: .25X1 .25X1 .25X1 .25X1 .25X1 .50X1 . .25X1 .25X1 .50X1 .25X1 .50X1 .00X2. .25X1. ROUND [ZE .25X0. .25X0, .25X0. .25X0. .25X0. ,50X0. .25X0. .25X0. .50X0. .25X0. .50X0. .00X0. .25X0. , 109 . 109 . 109 . 109 . 109 115 109 109 115 109 115137 109 WELD SIZE 2, 2. 2. 2, 2, 2. 2. 2. 3. 2. 3. 2. 2. 2. .OX.OX. ox.ox ,4X IX OXax IXox 6X 9Xox 3X . 109 . 109 . 109 . 109 . 109 . 115 . 109 . 109 . 115 . 109 . 115 . 137 . 109 .304 EXTL MAIN MARK: T25 TOTAL LIVE TC UNIFORM NET UPLIFT TC UNIFORM NET UPLIFT ADDLOAD BENDLOAD 180 240 288/144 80 (R) 288/144 80 1.0/0.0 (PPS TC=0.5/0.0 0- 9 0/0 0- 9 0/0 37- 2 0/0 37- 2 0/0 : TC=19. BC = 9) BC = 0.5/0.0 W84-OS-0368-01 LIST 5 VENTANA REAL PHS 2TUE, 20-UAN-2009 10: 19: 10 TCXL 2-6 2-1 *NN? V^s\ V; \\ 3-5 1/4 1 i 1/4 //fa 1-2 4>/\? PJ/ N. > / \ 28LH288/144 TCXL - WOOD: A/\> V / \. ^ / \ BASE Q/XO/ \ / \ D=2B 14 1? LENGTH CHORD FY = in o8/\&> **y \. / \ 0/0 2-0 = 37- 2 ^ <h/\k !> ^/ N. / \ 0/0 -- 50. KSI WEB 0- 9 0/0 TOP CHORD 2 L 2.00X2.00X0.148 2 1/2 DF2 SCREWS:#14 X 2 LSEAT L 2.00X2.00X0.250 BCXL -0- 7 0/0 BOTTOM CHORD 2 L WEB QTY 2 1 2DL 1 3 1 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 SIZE 7/8 ROUND L 1.25X1.25X0.109 L 2.00X2.00X0. 137 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1 .25X1 .25X0. 109 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.25X1.25X0.109 WELD S IZE 2.3X.304 2. OX. 2.9X. 3.6X. 2. OX. 3. IX. 2.7X. 2. OX. 2. IX. 2.4X. 2. OX. 2. OX. 2. OX. 109 137 115 109 115 109 109 115 109 109 109 109 2.00X2. ^g/\s> > /^ \^ / \ FY = 50. TCXR , 2-6 2-0 3/4 CO VA,^* i*/ ^ V ^^//t L n// jf^ \l/ 3-4 3/4 1-2 KSI = 0-SPACE: - 0 0/0 12.0" RSEAT L 2.00X2.00X0.250 00X0. 14E WEB QTY V5 1 10R 1 9R 1 V6 1 8R 1 7R 1 V7 1 6R 1 5R 1 V8 1 4R 1 3R 1 2DR 1 2R 1 3 BCXR SIZE =0-7 0/0 WELD SIZE L 1.25X1.25X0.109 L 1.25X1.25X0. L 1.25X1.25X0. 109 109 L 1.25X1.25X0.109 L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.50X1.50X0. L 2.00X2.00X0. L 1.25X1.25X0. 109 115 109 109 115 109 115 137 109 7/8 ROUND 2. OX. 109 2. OX. 109 2. OX. 109 2. OX. 109 2 .4X. 109 2 . 1 X . 115 2. OX. 109 2.8X. 109 3. IX. 1 15 2 .OX. 109 3 . 6X . 1 2.9X. 1 15 37 2 .OX. 109 2.3X.304 DESIGN REQUIREMENTS DEFL LIM ITS LEFT RIGHT MAIN TOTAL L EXTL TC EVE 180 240 UNIFORM 288/144 NET MAIN TC UPL1:FT 80 UNIFORM (R) 288/144 NET UPL]:FT 80 ADDLOAD 1.0/0.0 (PPS BENDLOAD TC=0 MARK: T?B WB4-08-036S-0 0- 9 0/0 0- 9 0/0 37- 2 0/0 37- 2 0/0 TC=19, .5/0.0 BC-0.5/0 1 LIST h BC = 9) .0 VENTANA REAL PHS 2TUE, 20-JAN-2009 10: 21: 21 2-6 2-0 3/41 2-6 TCXL WEB 2 2DL 3 4 V2 5 6 V3 7 8 V4 910 BCXL 3-5 1/4 D=2B 0/0 14 @ 2-0 1-2 3-4 3/4 1-2 TCXL - WOOD:LSEAT BCXL = QTY 1 1 1 1 1 1 1 1 11 1 1 1 28LH288/144 CHORD FY 0- 9 0/0 TOP CHORD 2 L 2 1/2 DF2 SCREWS: L 2.00X2.00X0.250 2- 9 5/8 BOTTOM CHORD 2 SIZE WELD SIZE 7/8 ROUND L L L L L L L L L L L L 1 2 1 1 1 1 1 1 ,1 . 1 . 1 . 1 . . 25X 1 .00X2 ,50X . 25X .50X . 25X . 25X ,50X . 25X . 25X . 25X . 25X 1 1 1 1 1 1 1 1 1 1 .25X0. .00X0. .50X0. .25X0. .50X0. .25X0. .25X0. .50X0 . .25X0. .25X0. .25X0. .25X0. 1 1 1 1 1 09 37 15 09 15 109 1 1 1 1 1 1 09 15 09 09 09 09 2. 2. 2. 3. 2. 3, 2. 2, 2. 2. 2, 2, 2. ,3X. .OX. . 9X. , 6X. .OX. . IX. . 7X. .OX. . IX. ,4X. .OX..ox..ox. 304 1 1 1 1 1 1 1 1 1 1 1 1 09 37 15 09 15 09 09 15 09 09 09 09 DEFL LIMITS LEFT RIGHT MAIN BASE LENGTH = 37- 2 0/0 = 50. KSI WEB 2.00X2.00X0.148 #14 X 2 RSEAT L 2.00X2.00X0.148 WEB V5 10R 9R V6 8R 7R V7 6R 5R V8 4R 3R 2DR 2R DESIGN REQUIREMENTS FY - 50. KSI TCXR =0-0 0/0 SPACE: 12.0" _ 2.00X2.00X0.250 BCXR =0-7 0/0 QTY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 2 L 1 7/8 s: .25X1 .25X1 .25X1 .25X1 .25X1 .50X1 .25X1 .25X1 .50X1 . .25X1 , .50X1 .00X2 .25X1 ROUND [ZE .25X0. .25X0. .25X0. .25X0. .25X0. ,50X0. .25X0, .25X0, ,50X0. ,25X0. .50X0. ,00X0. ,25X0. 109 109 , 109 109 , 109 , 115 , 109 , 109 115 109 115 137 109 WELD SIZE 2. 2, 2. 2. 2. 2. 2. 2, 3. 2. 3. 2. 2. 2. OX .OX .OX.ox 4X . IX .OX . 8X IX OX 6X 9X OX 3X . 109 . 109 . 109 . 109 . 109 . 115 . 109 . 109 . 115 . 109 . 115 . 137 . 109 .304 EXTL MAIN MARK: T27 TC TOTAL LIVE UNIFORM NET UPLIFT TC UNIFORM NET UPLIFT ADDLOAD BENDLOAD 180 240 288/144 80 (R) 288/144 80 1.0/0.0 (PPS: TC=0.5/0.0 0- 9 0/0 0- 9 0/0 37- 2 0/0 37- 2 0/0 TC=19, BC = 9) BC=0.5/0.0 W84-08-0368-01 LIST 6 VENTANA REAL PHS 2TUE, 20-UAN-2009 10: 21: 21 TCXL 2-6 2-1 f\o y> 3-5 1/4 i , 2-6 1/41 2-0 3/4 I 1-2 \^ C\J \/ Ntf1 m \ 28LH324/162 TCXL = WOOD: v/Nv -»/ ^\ > BASE Tx/ \ D=28 14 @ LENGTH CHORD FY = in <5/\> / \ 0/0 2-0 = 37- 2 =50. KS ^ g/\& / \ 0/0 I WEB 0- 9 0/0 TOP CHORD 2 L 2.00X2.00X0.163 2 1/2 DF2 SCREWS:#14 X 2 LSEAT L 2.00X2.00X0.250 BCXL =0- 7 0/0 BOTTOM CHORD 2 L WEB QTY 2 1 2DL 1 3 1 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 SIZE 7/8 ROUND L 1.25X1.25X0.109 L 2.00X2.00X0 . 137 L 1.50X1.50X0.138 L 1.25X1.25X0.109 L 1 .50X1 .50X0 . 138 L 1 .25X1 .25X0. 109 L 1 .25X1 .25X0. 109 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1 .25X1 .25X0. 109 L 1.25X1 .25X0. 109 L 1 .25X1 .25X0. 109 WELD S IZE 2. 6X. 304 2. OX. 3.2X. 3.3X. 2. OX. 2.8X. 3. OX. 2. OX. 2.3X. 2.4X. 2. OX. 2. OX. 2. OX. 109 137 138 109 138 109 109 115 109 109 109 109 2.00X2. WEB QTY V5 1 10R 1 9R 1 V6 1 8R 1 7R 1 V7 1 6R 1 5R 1 V8 1 4R 1 3R 1 2DR 1 2R 1 ^^/\^> / \ FY = 50. TCXR m o/\ / ^ V rfr/1* \ s/ 3-4 3/4 1-2 KSI = 0- SPACE: - 0 0/0 12.0" RSEAT L 2.00X2.00X0.250 00X0.163 BCXR SIZE L 1.25X1.25X0. = o-- 7 0/0 WELD SIZE 109 L 1.25X1.25X0.109 L 1 .25X1 .25X0 . 109 L 1 .25X1 .25X0. 109 L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. 109 115 109 109 138 L 1 .25X1 .25X0 . 109 L 1.50X1.50X0. L 2.00X2.00X0. L 1.25X1.25X0. 138 137 109 7/8 ROUND 2. OX. 109 2. OX. 109 2 .OX . 109 2. OX. 109 2.4X. 109 2.3X. 1 15 2. OX. 109 3. OX. 109 2.8X. 138 2. OX . 109 3.3X. 1 3 . 2X . 1 38 37 2 .OX . 109 2.6X . 304 DESIGN REQUIREMENTS DEFL LIM ITS LEFT RIGHT MAIN TOTAL L EXTL TC EVE 180 240 UNIFORM 324/162 NET MAIN TC UPLIFT 80 UNIFORM (R) 324/152 NET UPLIFT 80 ADDLOAD 1.0/0.0 (PPS BENDLOAD TC=0 MARK:"28 W84-08-036S-0 0- 9 0/0 0- 9 0/0 37- 2 0/0 37- 2 0/0 TC=19. .5/0.0 BC=0.5/0 1 LIST 6 BC = 9) .0 VENTANA REAL PHS 2TUE, 20-UAN-2009 10:21: 21 1 /4 2-0 3/41 2-6 TCXL WEB 2 2DL 3 4 V2 5 6 V37 8 V4 9 10 BCXL 3-4 3/4 D=28 0/0 14 I? 2-0 3-4 3/4 1-2 BASE LENGTH = 37- 1 1/2 TCXL =WOOD: LSEAT BCXL - QTY 111 111 1 1 11 1 11 28LH288/144 CHORD FY 0- 9 1/2 TOP CHORD 2 L2 1/2 DF2 SCREWS: L 2.00X2.00X0.250 2- 9 1/2 BOTTOM CHORD 2 SIZE WELD SIZE 7/8 ROUND L L LLL L LL L LLL 1 2 1 11 1 1 1 1 1 . 1 .1 . 25X 1 .00X2 .50X.25X.50X . 25X . 25X.50X . 25X . 25X. 25X. 25X 111 1 1 11 1 .1 .1 , .25X0, .00X0 . .50X0 ..25X0. .50X0 .25X0. .25X0..50X0, .25X0, ,25X0 . ,25X0 .,25X0. . 1. 1 , 1, 1. 11 , 1 , 1 . 1 1 11 0937 15 0915 09 091509 09 09 09 2 2 2 32 3 2 22 2 2.2,2 .3X. .OX. . 9X..ex..ox. . IX. . 8X. .OX .. IX. . 4X., OX..ox..ox. 304 11 11 1 1 1 11 1 11 0937 150915 09 091509 09 0909 = 50. KSI 2.00X2.00X0 #14 X 2 DEFl EXTL MAIN MARK: T29 LIMITS TOTAL LIVE TC UNIFORM NET UPLIFTTC UNIFORMNET UPLIFTADDLOAD BENDLOAD LEFT RIGHT DESIGN MAIN 180 240 288/14480288/144 80 1.0/0.0 (PPS: TC=0.5/0.0 (R) L 2.00X2 WEB V5 10R 9R V68R7R V7 6R5R V8 4R 3R2DR 2R REQUIREMENTS 0- 9 1/2 0- 9 1/2 37- 1 1/2 37- 1 1/2 TC=19. BC = 9) BC = 0. 5/0.0 WEB FY = 50. KSI 148 TCXR =0-0 0/0 SPACE: 12.0" RSEAT L 2.00X2.00X0.250 00X0.148 BCXR =0-7 0/0 QTY 11 1 11 1 1 1 11 1 1 11 L 1 L 1 L 1 L 1 L 1L 1 L 1 L 1 L 1L 1 L 1 L 2 L 1 7/8 S] .25X1..25X1 .25X1 .25X1 .25X1.50X1 .25X1 .25X1 .50X1.25X1 .50X1 . .00X2. .25X1 . ROUND [ZE .25X0..25X0. .25X0. .25X0..25X0..50X0. .25X0. .25X0. .50X0..25X0. .50X0. 00X0 . .25X0. 109109 109 109109 115 109 109 115109 115137109 WELD SIZE 2. 2,2 2 2 2 2. 23 2 3.2.2 2. .OX..OX.ox.ox. 4X. IX .OX . 7X. IX.OX.ex9X .OX. . 3X . 109 . 109 . 109 . 109. 109 . 115 . 109 . 109. 115. 109 . 115 . 137 . 109.304 WS4-08-0368-01 LIST 6 VENTANA REAL PHS 2TUE, 20-UAN-2009 10: 21: 21 TCXL 2-6 2-0 *\ , v ^\ \ 3/J /A>\ 5! \ i , 2-6 2-0 3/4 ^N? m / \ y'N* 5 / \ ^/Ni / \5^/\& / \ £<£/\^ / \ £^/\& / \ 5 f/\y ^n/7 ?^\ w S BCXR 3-4 3/4 1-2 28LH324/162 TCXL = WOOD: LSEAT L BCXL = o- 9 : 2 1/2 BASE D = 28 14 @ LENGTH CHORD FY = 0/0 2-0 - 37- 1 1/2 = 50. KSI WEB L/2 TOP CHORD 2 L 2.00X2.00X0.163 DF2 SCREWS:#14 X 2 _ 2.00X2.00X0.250 0- 7 0/0 BOTTOM CHORD 2 L WEB QTY 2 1 2DL 1 3 1 4 1 V2 1 5 1 6 1 V3 1 7 1 8 1 V4 1 9 1 10 1 SIZE 7/8 ROUND L 1.25X1.25X0.109L 2.00X2.00X0. 137 L 1 .50X1 .50X0. 138 L 1.25X1.25X0.109 L 1.50X1.50X0.138 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1.50X1.50X0.115 L 1.25X1.25X0.109 L 1.25X1.25X0.109 L 1 .25X1 .25X0 . 109 L 1.25X1.25X0.109 WELD S 2.6X. 2. OX. 3.2X. 3.3X. 2. OX. 2.8X. 3. OX. 2. OX. 2.3X. 2.4X. 2. OX. 2. OX. 2. OX. IZE 304 109 137 138 109 138 109 109 115 109 109 109 109 2.00X2. FY = 50. TCXR i- KSI 3-4 3/4 2 =0-0 0/0 SPACE:12.0" RSEAT L 2.00X2.00X0.250 00X0.163 BCXR WEB QTY V5 1 10R 1 9R 1 V6 1 8R 1 7R 1 V7 1 6R 1 5R 1 V8 1 4R 1 3R 1 2DR 1 2R 1 SIZE L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.25X1.25X0. L 1.50X1.50X0. L 1.25X1.25X0. L 1.50X1.50X0. L 2.00X2.00X0. L 1.25X1.25X0. = 2-- 9 1/2 WELD SIZE 109 109 109 109 109 115 109 109 138 109 138 137 109 7/8 ROUND 2. OX. 109 2. OX. 109 2. OX. 109 2. OX. 109 2.4X. 109 2.3X. 1 15 2. OX. 109 3. OX . 109 2 .BX . 138 2. OX . 1093.3X. 138 3.2X. 137 2. OX. 109 2.6X.304 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL LIVE EXTL TC 180 240 UNIFORM 324/162 NET MAIN TC UPL]:FT 80 UNIFORM (R) 324/162 NET UPLIFT 80 ADDLOAD 1.0/0.0 (PPSBENDLOAD TC=0 MARK: T30 W84-08-036S-0 .5/0.0 0- 9 0- 9 137- 1 37- 1 1 TC=19, BC=0.5/0 1 LIST 6 1/2 /2 1/2 /2 BC = 9) .0 VENTANA REAL PHS 2TUE, 20-JAN-2009 10: 21: 21 2-6 2-0 3/41 2-0 3/41 2-6 TCXL WEB 2 2DL 3 A V2 5 6 V3 7 8 V4 910 BCXL 3-4 3/4 D=2B 0/0 14 @ 2-0 1-2 3-4 3/4 1-2 BASE LENGTH = 37- 1 1/2 TCXL = WOOD: LSEAT BCXL - 28LH288/144 CHORD FY 0- 9 1/2 TOP CHORD 2 L 2 1/2 DF2 SCREWS: L 2.00X2.00X0.2502- 9 1/2 BOTTOM CHORD 2 = 50. KSI WEB FY = 50. KSI 2.00X2.00X0.148 TCXR =0-0 0/0 #14 X 2 SPACE: 12.0" RSEAT L 2.00X2.00X0.250 L 2.00X2.00X0.148 BCXR =0-7 0/0 QTY SIZE WELD SIZE 1 7/8 ROUND 2.3X.304 1 L 1.25X1.25X0.109 2.OX.109 1 L 2.00X2.00X0.137 2.9X.137 1 L 1.50X1.50X0.115 3.6X.115 1 L 1.25X1.25X0.109 2.OX.109 1 L 1.50X1.50X0.115 3. IX. 115 1 L 1.25X1.25X0.109 2.8X.109 1 L 1.25X1.25X0.109 2.OX.109 1 L 1.50X1.50X0.115 2.IX. 115 1 L 1.25X1.25X0.109 2.4X.109 1 L 1.25X1.25X0.109 2.OX.109 1 L 1.25X1.25X0.109 2.OX.1091 L 1.25X1.25X0.109 2.OX . 109 WEB V5 10R 9R V5 8R 7R V7 6R 5R V8 4R 3R 2DR 2R QTY 1 11 1 1 1 1 11 1 1 1 1 1 LL L L L L L L L L L L 7/8 S .25X1.25X1 .25X1 .25X1 .25X1 .50X1 .25X1 .25X1.50X1 .25X1 .50X1 .00X2 .25X1 ROUND IZE .25X0 .25X0 .25X0 .25X0.25X0 .50X0 .25X0 .25X0 .50X0 .25X0 .50X0 .00X0 .25X0 109 109 109 109 109 115 109 109 115 109 115137 109 WELD SIZE 2 2 2 2 2 2 2 2 3 23 2 2 2 OX OX OX OX 4X IX OX 7X IX OX 6X 9X OX 3X 109 109 109 109109 115 109 109 115 109 115 137 109 304 DEFL EXTL MAIN MARK: T31 .IMITS TOTAL LIVE TC UNIFORMNET UPLIFT TC UNIFORMNET UPLIFT ADDLOAD BENQLQAQ LEFT RIGHT DESIGN MAIN 180 240 288/144 80 288/144 80 1.0/0.0 (PPS: TC=0.5/0.0 " REQUIREMENTS (R) 0- 0- 9 37- 37- 1 TC=19, BC=0.5/0 9 1/2 1/21 1/2 1/2 BC = 9) 0 W84-08-0368-01 LIST 7 VENTANA REAL PHS 2 TUB, 20-•UAN-2009 10: 19: 20 3/L I 2-0 3//J TCXL WEB 2 2DL 3 4 V2 5 6 V3 7 8 V4 9 10 BCXL BCXR 0=28 3-4 3/4 14 @ 0/0 2-0 1-2 3-4 3/4 1-2 BASE LENGTH = 37- 1 1/2 28LH288/144 CHORD FY = 50 . KSI WEB FY TCXL =0-9 1/2 TOP CHORD 2 L 2.00X2.00X0.148 WOOD: 2 1/2 DF2 SCREWS: #14 X 2 LSEAT L 2.00X2.00X0.250 RSEAT BCXL = 2-10 5/8 BOTTOM CHORD 2 L 2.00X2.00X0.148 QTY SIZE 1 7/8 ROUND 1 L 1.25X1.25X0. 1 L 2.00X2.00X0. 1 L 1.50X1.50X0. 1 L 1.25X1.25X0. 1 L 1.50X1.50X0. 1 L 1.25X1.25X0. 1 L 1.25X1.25X0. 1 L 1.50X1.50X0. 1 L 1.25X1.25X0. 1 L 1.25X1.25X0. 1 L 1.25X1.25X0. 1 L 1.25X1.25X0. WELD SIZE 2.3X.304 109 2. OX. 109 137 2.9X.137 115 3.6X.115 109 2. OX. 109 115 3. IX. 115 109 2.8X . 109 109 2. OX. 109 115 2. IX. 115 109 2.4X.109 109 2. OX. 109 109 2. OX. 109 109 2. OX. 109 WEB V5 10R 9R V6 8R 7R V7 6R 5R V8 4R 3R 2DR 2R QTY 1 1 1 1 1 11 1 1 1 1 1 1 1 L L L L L L L L L L L L L 7/8 1 1 1 1 1 11 1 1 1 1 2 1 s: .25X1 .25X1 .25X1 .25X1 .25X1 .50X1 .25X1. .25X1 .50X1 . .25X1 .50X1 .00X2, .25X1 ROUND = 50. KSI TCXR =0-0 0/0 SPACE: 12.0" L 2.00X2.00X0.250 BCXR =2-9 1/2 [ZE .25X0. .25X0. .25X0. ,25X0. .25X0. .50X0. .25X0. .25X0. .50X0. .25X0. .50X0. .00X0 . .25X0. WELD SIZE , 109 109 109 109 109 115 109 109 115 109115 137 109 2 2 2 2. 2. 2 2 2. 3, 2 3,2 2. 2 .OX .OX .OX. .OX. ,4X , .IX. .OX. . 7X. . IX. .OX ,6X, . 9X, .OX . . 3X. . 109 . 109 . 109 . 109 . 109 . 115. 109 , 109 , 115 . 109 , 115 . 137 . 109 .304 DESIGN REQUIREMENTS DEFL LIMITS LEFT TOTAL LIVE EXTL TC UNIFORM NET UPLIFT MAIN TC UNIFORM NET UPLIFT ADDLOAD BENDLOAD RIGHT MAIN 180 240 288/144 0 80 0- (R) 288/144 37 80 37- 1.0/0.0 (PPS: TC- TC=0. 5/0.0 BC=0. - 9 1/2 9 1/2 - 1 1/2 1 1/2 19, BC=9) 5/0.0 MARK: T32 W84-08-0368-01 LIST 7 VENTANA REAL PHS 2TUE, 20-UAN-2009 10: 19: 20 2-6 2-0 3/41 3-6 TCXL WEB 2 2DL 3 4 V2 5 6 V3 7 8 V4 9 10 BCXR 3-5 1/4 D=2B 0/0 14 @ 2-0 1-2 3-4 3/4 1-2 DEFL LIMITS BASE LENGTH = 37- 2 0/0 28LH288/144 CHORD FY = 50. KSI WEB FY = 50. KSI TOP CHORD 2 L 2.00X2.00X0.148 TCXR =0-0 0/0 SCREWS: #14 X 2 SPACE: 12.0" .250 RSEAT L 2.00X2.00X0.250BOTTOM CHORD 2 L 2.00X2.00X0.148 BCXR =2-9 1/2 WEB V510R 9R V6 8R7R V7 6R 5R V8 4R 3R 2DR 2R DESIGN REQUIREMENTS TCXL = WOOD: LSEAT BCXL = QTY 11 1 1 11 1 1 1 1 11 1 0- 9 0/0 2 1/2 DF2 L 2.00X2.00X0 0- 7 0/0 B SIZE 7/8 ROUNDL L L L L L L L L L L L 1 21 . 11 1 11 . 1 11 1 . .25X1 .00X2 .50X1 .25X1 .50X1 .25X1 .25X1 .50X1 .25X1 .25X1 ,25X1 . .25X1 . .25X0. .00X0. .50X0. .25X0. .50X0. .25X0. .25X0. .50X0 . .25X0. .25X0. ,25X0. .25X0. 109137 115 109115 109 109115 109 109 109 109 WELD SIZE 2,2. 2. 3. 2. 3. 2. 2. 2. 2. 2. 2. 2. . 3X. .OX. . 9X. . 6X. .OX. IX. ,7X. OX.IX. . 4X.OX.ox.ox. 304 109137 115 109 115 109 109 115 109 109 109 109 QTY 1 1 1 11 1 1 1 1 1 11 1 1 L 1L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 2 L 1 7/8 SIZE .25X1 .25X1 .25X1 .25X1..25X1 .50X1 .25X1 .25X1 .50X1 .25X1 .50X1 .00X2, .25X1. ROUND .25X0. .25X0. .25X0. .25X0..25X0. .50X0. .25X0. .25X0. .50X0 . .25X0. .50X0. .00X0. .25X0. 109109 109 109 109 115 109 109 115 109 115137 109 WELD SIZE2 2 2 22 2 22 3 2 3 2 2.2 .OX..OX,.ox..ox. . 4X .. IX. .OX, . BX.. IX..OX, . 6X .. 9X..OX. . 3X. . 109. 109 , 109 109 . 109 , 115 , 109 , 109115 , 109 , 115 , 137109304 EXTL MAIN MARK: T33 TOTAL LIVE TC UNIFORM NET UPLIFT TC UNIFORM NET UPLIFT ADDLOADBENDLOAD LEFT RIGHT MAIN 180 240 288/144 80 (R) 288/144 801.0/0.0 (PPS: TC=0.5/0.0 ' 0- 0- 937- 37- 2 TC=19, BC=0.5/0 9 0/0 0/0 2 0/0 0/0 BC = 9) 0 W84-08-0368-01 LIST 7 VENTANA REAL PHS 2TUE, 20-UAN-2009 10: 19: 20 2-6 2-1 1/41 JL I2-0 3/4 TCXL WEB 2 2DL 3 4 V2 5 6 V3 7 B V4g 10 BCXL 3-5 1/4 D=HB 0/0 14 II 2-0 1-2 3-4 3/4 1-2 BASE LENGTH - 37- 2 0/0 TCXL - WOOD: LSEAT BCXL = 2BLH288/144 CHORD FY 0- 9 0/0 TOP CHORD 2 L 2 1/2 DF2 SCREWS: L 2.00X2.00X0.2502-10 5/8 BOTTOM CHORD 2 = 50. KSI WEB FY = 50. KSI 2.00X2.00X0.148 TCXR =0-0 0/0 #14 X 2 SPACE: 12.0" RSEAT L 2.00X2.00X0.250 _ 2.00X2.00X0.148 BCXR =0-7 0/0 QTY SIZE 1 7/8 ROUND WELD L L LL L LL L L L L L 1 2 1 11 11 1 1 11 1 25X1 00X2 50X125X150X1 25X125X150X1 25X1 25X1 25X1 25X1 .25X0 .00X0 .50X0 .25X0 .50X0 .25X0 .25X0 .50X0 .25X0 .25X0 .25X0 .25X0 109 137 115109 115 109109 115 109 109 109 109 2 2 2 3 23 2 2 2 2 22 2 3X OX 9X 6X OXIX 7X OXIX 4X OXOX OX SIZE .304 . 109 . 137 . 115. 109. 115 . 109 . 109. 115 . 109 . 109. 109. 109 WEB V5 10R 9R V6 8R7R V7 6R 5R V8 4R 3R2DR 2R QTY 11 1 111 11 1 1 111 1 LL L LL L LL L L LL L S .25X1.25X1 .25X1 .25X1 .25X1.50X1 .25X1 .25X1.50X1 .25X1 .50X1 .00X225X1 7/8 ROUND IZE .25X0.109 .25X0.109 .25X0.109 .25X0.109 .25X0.109 .50X0.115 .25X0.109 .25X0.109 .50X0.115 .25X0.109 .50X0.115.00X0. 137 .25X0.109 WELD SIZE 2 2 2, 2. 2.2, 2. 2. 3. 2. 3. 2. 2.2. .OX , OX .OX..ox.4X . .IX. OX. 8X. . IX. OX. . 6X.,9X . , OX.3X. . 109 . 109 . 109 . 109 . 109 . 115 . 109 109 . 115 , 109115 , 137 . 109 .304 DEFL LIMITS LEFT RIGHT MAIN DESIGN REQUIREMENTS EXTL MAIN MARK: T34 TOTAL LIVE TC UNIFORM NET UPLIFT TC UNIFORM NET UPLIFTADDLOAD BENDLOAD (R) 180240 288/144 80288/144 80 0- 9 0/0 0- 9 0/0 37- 2 0/0 37- 2 0/0 1.0/0.0 (PPS: TC=19, BC=9) TC=0.5/0.0 BC=0.5/0.0 W84-08-0368-01 .1ST 7 VENTANA REAL PHS 2TUE, 20-UAN-2009 10: 19: 20 PCR09009 2175 SALKAV VENTANA REAL-DEFERRED ROOF TRUSS SUBMIT!AL ^ &S/L J^a^ffdA®^ acv Approved , , Date f By \JfJV Building Planning Engineering Fire F.O.G. HazMat/Air Quality Health A//^/9f -W[M<m%Jsfz Forms/Fees Sent Rec'd Due? By CFD Fire FOG HazMa^Health Health LOA PFF PE&M School Sewer Stormwater Workers Comp. Comments Date Date Building Planning Engineering Fire Need? Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Y N Date Date Q Done a Done a Done a Done d Done Q Done Application Complete? Y Fees Complete? Y N By: N By: