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HomeMy WebLinkAboutPlan Review Plans 2005-6-14 (2) ._-~- -_.- ----- ~ :l: 1'" U1 ; 02 , ;"!4 I 7 .1 """,,' :~~1 - (pI) f>?:-_ __ _- ~- - ~ /N I .,.-m, I ..... '" 1./ ~L-= 81 // '. , ,/ / ,. ;j _J_ 1lt \ij '. Ul T' '" \ , \ .; I i / , ...'/ C2 C'>. I~; / .' / / ., (2) _~?(~ 2!: 4 10- 5)A5~ c:{ ---------I '. /1 I (, .. ._,.,-._.~== '. 1\1 'c3i\ ,. . . ~ '-'~ '-': . ,. . . . D'-~ ._~ \1 :.. .gJ..: . .1. ., --.-!....=::::.. . ..- 0 . '- . . ... . . I'~~ .... . v-1. ." .\.. .. . ,...,. _ _._.. ._ A ..l=-I.~t . I.. -. ., . , . . . . . . . -. . . . . . . . . . . . .. .. .. ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. .. .. . I I '.,'- ~ ~b~'~ I , , --==~ I' Mr-~ (1k~ I +\J (3". L-B1:#-~ . '2.", ,. , / " ';tj' 1__ I~~, .1 - r.~ -'~!1 . -==-1 I pATF: RECE'Vm{O.\4{')5,oB No. ~ ~ ~ ZONE UN1TfS) STORIES OCCUPANCY GROUP OCCUPANCY LeAD TYPE CONSTRUCTION LEGAL DESCRlP",-'ON ~ ADDRi':S;LW-;N\ F.:: J"l'~ OWNER l~ h . THE CONTENTS HERE ON HAVE BEEN REVIEWED. WITH ALT-::Ql'....IONS If\:DICATED ON COLORED PENCIL. CHANGES 0" : .. . Tl')NS MADE TO THE APPROVED DRAWINGS 0:;', pp. . ..~ ,...sr: DATE BELOW SHALL BE APPROVED BY Th~ _ -",.,.... ...~.. ~.'-r:l OREGON ~.. ~ Job Name: WAl TIER BRC X-lOC REACT SIZE. REO'a 1 0- 2-12 410 5. 50M 1. 50~ 2 4- 9- " 410 5. SO~ 1. SO. BRG REQUIREMENTS shO'llln ar~ based ONLY on the truss m.1Iterial at each bearing MAX DEFLECTION (span) : l/999 IN 10'101 5-6 SLlVE) l- 0.00. 0.. 0.00 T. 0.00. CllfTIu.LICOIIU FUIICES: TC CDCP.!""'j' TENS.!""'l m 1-2 .19J 1.151 H 1.60 0.01 2-3 -IIlJ 1.15 ( H 1.150 0.07 Be """!""'j' TENS.!""'l '" 4-5 -551.60/ 551.60 0.02 5-6 -55 UIO / 5S 1.60 0.02 ",:",,!F,;l! ""j,!\';",,! o~M -81.601 102 l.B 0.05 -Ul.lS I 110.90 0.01 -11.601 IOll.B 0.05 -)161.1)/ 141.60 0.05 .. H ,., ,., .., ... -- -- - -- Truss 10: WLIR-E1 Oesignll!d per ANSI/TPI 1-2002 I This dll!siqn does not ilccount for long term tillle dependent loading (veep). BuIlding TH~5 b~S~Q/'~~ t T~~((;~~th t~gUl i: OF MULTIPLE lOAD CASES. I lOi1lded for 10 PSF non-concurrent aal. PlATING BASED OH GillEN lU"'8ER VAlUES. Te Zx4 OFt II Be 2x4 OFt 11 WEB 2x4 OFt STANDARD Refer to Joint QC Detail Sheet for MaXilllUllI Routional Tolerance used IRC/IBC trun plate values are based on testing .JInd approval as required by IBC 170] and AHSI/TPI and are reported in available documents such as ICBO 11607. 2-8-0 2-8-0 2-8-0 5-0-0 ?.I\-I> ?.I\-I> '2 3 m:oo .12,001 3--8 T 0-10...a 1 3-11.15 SHIP T o.1O~ 1 ~ '-"-I> ~ , 4 ;; 6 2-8-0 2-8-0 2-8-0 , , ~-O. , . . .; . . ., . . . . . , .. .. , . . . . . , . . . . , . . , . , . .. .. ,. t~:a'Jj(o's~l~~~~~~O~~~:S~i~~;~~~~Jo~.';rl$~if,J~~~~.~1~~lN~d)b~~'1lh~~%Pcif~~ ~norel wARNIJ\JGRead all notes o~ this sheet ~qd'fll:' ~ cOPJlofll".the fiP'lI:tlnfl Contractor, ThildnlgnllfDranlndMdualbulld>-lalXllTlllO"B"lnollruU$y$ll!m Nhuteellbatllld...~~4c:em4_marouIP"W ..-.:l'*"'-in<<COlll:woce*1h1l'etvmlnlotlfSlonlolTPI..-dAFPAdes;gIl$land.-ds. "~IItyI.......sfJ~KCUl8CY,._..on. _lOl:eotlfllllldtly""'~""""ad\IIeI~~Wslg__pn:lflOf~_~J*rig~nefmwt""_IhIIIo~" uIlhedonlhlldnlgnmeelore.CI!IlIl1l'e1D;ld"'llimposedtly1l'eIocalbuildinQcndeomvw~~.lfesig~ltIIIAtlPd'ottl islftlfalylnc:edtly1l'eIOOforl'lootste-.g..-dlhllboflumd'Olllislale'.llyb.-,.;edtly.ligldshe-"*'l!......lIsIdQdly-.chlld. UfIInso1l'e..... ~_efildllgSl'lc1omislollftlrsllUllPJf'lolalfllllOf'8flllmernbersontytlflldUO!bucklinlllel!Qlll,This(:DfllpOl'IlInllhslnotbepla(:eclinany ~~ TRUSS .efMofwrenl,_d_ClUllelhlllrClisllR_nloflhllWClCldtle.ceedl9'llosnd!aluusel2)fW1edofpls!e(:0fTQ501n F~.hs..sle.onstsI I 4415 North k 0 ...sbf.....IhIIln4s'"~_Ih!I~~'.Joinl.....,C<.ftinQD'!l~A~V'ailstIIe.OUCptA.,.,..-.-lII...._. . .,. : Co 0 Sprjn~~~ CO"S0901 'AN5VJl>ll'. WTCA ".WoodTfUUCoulldlol""-rbSlsn:lartlDeSlQftA~ns.biIlI,","U~ING<<1MIk)NEN.aAJl:TY'NF~MATfl.::.. (BCSII-OO)arcl1lCSISUMMAAVSHEETS.tlyWTCAandTPI,TheTrvssP1Sll!lfllllflul8(1PI)lfilcAcIlII~~~e~ .. . . TRU$PLUS 6.0 VER: T6.4.1iNiSCOfISiII5J11\1 TheA_fanFon.st_PSpef~(AFPA)islclu!ed"1111 l.nsfMt,:W.sllI..~.~ ... . ... . ~ MOSHOFSKY Qtv: 12 UPLIFT REA(TION(S) Support C&C Wind Non-wind 1 .60 lb 2 -60 lb This truss is designed using the ASCE7-0l Wind SpeClfication Bldg Enclosed. Yes. lmporunce Factor . 1.00 Trun location. Not End Zone Hurricane/Ocean Line. No 1 Exp Category. 8 Bldg length. SO.OO ft., 8 dIJ Width. 20.00 ft Mean roof height. 9.69 ft. mph. 8S TPI Standard Occupancy, Dead load. 10.2 psf Design~d .as Main Wind Force Resisting System .and Components and Cladding Tribuury Area. 10 sqft EX!'~~: ~~ 6/8/2005 Cust: WALTER 100, Drive_'-wlr4_l00006_JOOO07 Dsgnr: #lC - 34 \oIr, 43. TC Live 25.00 p,f Our-Facs l-1.1S P-1.15 TC Dead 15.00 p,f Rep Mbr B,d 1.15 BC live 0.00 p,f Rep Mbr Camp 1.10 Rep Mbr Tens 1.10 BC Dead 10.00 p,f O. C. Spaci n9 2. O. 0 Oesign Spec IRe-2003 TOTAL 50.00 p,f DEFl RATIO: L1240 TC: l/24 ..,... ----- ---- - .------- =- =---- ---...--- -----------......... ~---- Job Name: WAl TIER BRG X-lOC REACT SIZE REQ'O 1 0- 2.12 637 5.50. 1.50" 2 9- ]-12 477 5.50" l.W' BRG REQUIREMENTS shown are based ONLY on the truss maarial ill each bearinq MAX DEFLECTION (span) : l/999 IN MOt 4.5 (LIVE) l.. _O.Olw D- .O.OlM T. -D.O]- anICAlIlOl5[R~([5' TC CDIP-l"".j' TEW5'1"".l m 1-2 -4H I_HI 51 1.60 O.H 2;3 -4101.lll 511.60 0.15 Be """1""'jl TlNS.1....l m 4-5 -1141.601 1021.60 0.16 5-6 -1011.601 114 1.60 0.16 l~ a:-::i~M5~~ HN~!~r.O! o~~} 1-5 -15h.60SI 2221.150.10 1-5 1 U11.1S 0.06 ~:~ .;~m:~~~ 1~~ U~ g:~~ A~ MOSHOFSKY ~_~ TRUSS 4445 Nort;hpark Dr. C010 Sprlngs, CO 80907 TRUSPLUS 6.0 VER: T6.4 Truss ID: WLR-D3 TC 1:0:4 OFl 11 BC 2)(4 OFL 11 WEB 2x4 OFL STANDARD Refer to Joint OC Oetail Sheet for Mnimum Rotational Tolennce used IRC/lBC truss plate values tire based on tening and approvtll 011 required by IBC 170] and ANSI/TPI and ar~ report~d in available documents such as ICBO 11607. Ol!slgnE!d p~r ANSI/TPI 1-2002 ! Th15 dUlgn don not account for long term time dep~ndent loading (creep). Bu,lding 0e5igner must actount for this. J THIS DESIGN IS THE ((JlIIPOSITE RESULT OF MULTIPlE LOAD CASES.. ! Loaded for 10 PSF non-concurrent BQL PLATING BASED ON GREEN LUMBER VAlUES. I , I I I I I ! ?-O.o 4-8-8 s.o.o 9-8-8 "-"./1 ..... [, .2 3 112.00 .12001 5-1)-8 6-' .15 SHIP 2.5-8 21 I 1-4-0 l' ! i T 0-10-8 . 2-3 3-ll 2-3 ~ '4 .0_5-8 6 STUB , . ~ .1 . . . . . . . : ..j I b='JJtS~~J7a1~Ga%~Oo&'le~~~M~Yil;;I~;if~~~:~~Y~iR~bY:;~ttj:ib1a~lfl9~d)b~~ig~e:h~:ljbyiu%Prilm~~ ~o~iJle\ WARNINGRead all notes on this sheet .,!4gloi'e.a co,,; .';t.'; the f~tlng Contrector. ThlslMsagtlllflll''''lnd/viI#UlIIbuIIo!iIlD~nrAlI'UI:I"*,,,_ nha'-"b.-d.. " _ .., ~"~....u--wv IIllddoneln-...c._a.IUT1If1I_oIITPI_AFf'Adesivn_~. No~t_&"""""'_X\l_ o;p..-- _lObeve<lllellbya.componetIt.......__~buIdlr<l~Pfb'IO~."r1.~GesiOnW..__._.~h...1 _edlll'l_""iIJn_Of"'ceeda.loming""P*ldbya.IcQlbuild-.gCOdll...JllA~;oppIIabDn. Tl'IedeSlOn__a.lD!)d'IotlI ISbleratytlr~byll'leroalOffbor$l"e*"*'ll.-.da.boCIllInc:h:ln:lis~braaldby'rIIldVe~~~iIIIlJdled. ~olt1l!rw1$e 1lOled. B'.mgItlOomIlIOf~ll4lClOI1o11c:ornpal'1er1b..........onfylOreducetludlqlengll'l_ ThIS~shlIInrAbepl.a(edin...., I e_nllNl..eauserl'lll-"_nlolla.*OOdlOe'ceed10'Jl,iII1do'OfQlAeconnedlOlpIN~ f~."""~. . . andbrilOll_lr\IISln~wClllI'IefOllown;JIlandan:lS:'JOirI:andCl.Cbl'lgoewR '"!J. ..~UIDUIIpn~_""_. . , . 'ANSVTPI1', WTCA 1'. Wood TfUSS Counol 01 Ame<b Standard Design ResPlll'lS'b1hl"'S,)UIl~INl;ioCOMPC*ENT "'-IIETY 1f4l:i!RI,l,lTfbI. :.: (BCSII-aJjand "BCSt SUMMARY SHEETS' by WTCA and TPI The Truss PIaIe Inst~""" flf'l) ~ ill M1Jltl'O.hno~"i Matrao~ .1. . .1 WI!Ia>nSln53710. ThII.........ncan Fo",stand P.pe,AuodationCAFPAlisloaled'" "1' '.IlSh,~,s"'t,oI'11',lilO'D'l,QCJOO36... . , I O-B-Ij 5 5.0.0 ~..(). . . . .. . . . . .. 4-8-8 0-8-8 . . . . . .. . . . . . . . . .. Qty: 2 UPLIFT REACTION(S) Support (&( wind Non-Wind 1 -68lb 2 .]7lb This trun is d~signed using the ASCH-02 Wind SpeCIfication Bldq Enclosed _ Yes. !lrlporUnce Factor . 1.00 Truss Location_Not End lone Hurri(aneIOc~an lin~ . No . Exp Categor! . B ~=~ ~~~~t~ei h~O~OO 1~~94 B;~~ =~~th.. 5~'00 ft TPI Standard ~CUpanCY. Dead. Load . 10.2 psf Designed as Main Wind Force Resisting System and (omponl!nts and Cladding Tributary Area. 19 sqft EXPIRES: 06/J0I20U5 6;0;2005 Cust: WALTER 1<<): Orive_C-wlr4_l00006_JOOO07 Osgnr: #lC - 14 WT: 7.. TC Live 25.00 p,f DurFac5 l-1.15 P..1.15 TC Dead 15.00 p,f Rep Mbr B,d 1.15 BC Live 0.00 p,f Rep Mbr Comp 1.10 Rep Mbr Tens 1.10 BC Dead 10.00 p,f O.C.Spacing 2- 0- 0 Design Spec IRC-2003 TOTAL 50.00 p,f DEFl RATIO: Ll240 TC: l/24 --- - -- --- - --- -~---.-."~------ .---- .-.... ......-- , I Job Name: WALTER BRG X.LOC REACT SIZE REQ'O 1 0- 2-12 660 ~.~O~ 1.S0ff 2 9- 9-" 660 LSO" 1.50.' BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) . L/999 IH MEM S~6 (LIVE) L. -0.01" [). -0.01" T_ _Q.02ft ClIITI(Al.~('FOl(($,: TC CDoP.l"".ll TEII$,.l"".l '" 1-2 -4S1l.lSl H 1.60 0.32 2-] -4S1l.lSl 511.60 0.32 Be """!".jl TENS.!"".j '" 4-5 -1121.601 1111.60 0.16 S-6 -1111.601 1111.60 0.16 TC .2-.4 OFL '1 BC 2-.4 OFL '1 WEB 2-.4 OFL STANDARD Refer to Joint QC Deuil Sheet for ~J(imuftl Rotational Tolerance used IRC/IBC truss plate values are b.ued on tuting and approval as required by IRC 1703 and ANSIjTPI and are reported in available docullll!nts such as ICBO 11607. Designed per ANSI/TPI 1-2002 I This design does not account for 10n9 term time dependent loading (creep). 8Ullding TH ~ss ~~5iGN ~5 t T~~c(C:~~th t~aUL ~ OF MULTIPLE LOAD CASES. Lo.aded for 10 PSF non-concurrent RCll. PLATING RASED ON GREEH LUMBER VALUES. i , . . . . .'i b='JG:~l(~~~#a~r:it~~:'J~i~e'l{;~~h(~~rlo~~Y~i~Jbre ~t;t~'~1l9v%j1(;lb~gn~~~{y~~Pci11'l~ rJn~OIB' WARNINGRead all notes on this sheet a:'~ fI";"'" co~; ~f itiO the ~r4Ctlnfl Contractor. ~ TNlIdnlgn..lbI...nlMdUlllbulld~compon&nInoltrussSySlem.NI\asbel!nbaM(l"~I. ... .j'."~""""""""" _~"~_II-.~-.lonIdTPI_"'FP"'deS'IJn__. ""'~.""""""lbI""""""-...cy, oae_ ...lOtIII-"oed bylhll--' rnwUadI.nr~ 1uIdrogdesigne1 pt'Cf101Dleft~......,dnig"".......-aIn"'Ihe""'1 dledonll-.clesIgn_orlu~lI-.lOadInGimpoMdbyll'olllDcod lluitSing~ _II-. ~~, Tl'IedesQn _1NIIII-.t.p(:l'lOo'l:l MOSHOFSKY ..~lltaeedby\l'eJoolorllOorsl'lull*'lg_lI-.bo!IOm(:l'lOo'l:lis"'alybrX8clbyt~*"",-.g~~~. l.Rn:I~ .....,. 8<adngsroomislor-'-SlQIOI'lglcgmponerlt:lrremlll!fs~lO~ucebucdnQl!tlgItl Tl'oscolllp:,,"entSNIrubepbee(lln...,. I ~~_t'1I TRUSS ~1tgI"'CAI!ll!ll'oIIrrOItlnconr.nrgllhl_IDIl!'c=dl9"4~=-~lIblI!p.osiDn#.Jbople.'--.inQI.I.. 4445 N th k D _lltaee_I'USS"aa:Dfd.anClI_Ihe~~ .Jlwt_C.-.gOeulReptl.,.~~-.m..-..tr...... .1:.: Colo 5g~lng~" CO'80901 ....NSIITPll..WTCAI.-WoodTruueo..dofA_rlea~attlOn'll"A~.etJICIIN.COIol~ENT~~TV.II&QR~&t~.. , lBCStl..(lJ)tnf"8CSlSUIolMAAYSHEETS'byWTCA_fPl TI'IeTrussPlale........(..I)"lrx.A.:I.~~"';lII~ .1. . TRUSPlUS 6.0 VER: T6.4.1.iMseo"5ll\5311'l TI'IeA__F__P.pe<A.W>OaIlOnt"'FP")fSlI::JUIIl!d.l1111,",,,,,s!"',2^v.sleio.w~.~3&.. . .. H ,.S ,-s ,.S ,-. ""'.!".j' -611 1.LS I .14 1.601 I -;tm:rm ""'.j"".l '" 941.60 0.01 2411.15 O.ll 1581.250.M 2411.lS O.ll 941.110 0.01 5-<).0 5.0.0 5-<).0 10-0-0 '-'1.l1 5-0-0 3J 2 112.00 -12,001 5-1 J.<l 2.S-<! T 0-10-8 . ,l;!l!l " m{l.o 5 I-:lt!l 6. 5-<).0 5-<).0 5-<).0 .'t~ . . . .. . .. . . . . . . . . . .. . . . . .. . . .. . . .. . .. Truss ID: WlR-D2 64.15 SHIP ,T 0.10-8 . I I I I I I I .1 Qtv: 1 UPUR REACTION(S) Support C&( Wind Non-wind 1 -69lb 2 -69lb This truss is designed using the A~CE7.02 Wind SpeClfication 8ldg Enclosed _ Yes, Importance Factor _ 1.00 Truss Location _ Hot End Zone Hurricane/Ocean line - No I hp Category. 8 Bldq Length.. 50.00 ft, B dg Width. 20.00 ft Me.an roof height.. 10.94 ft. mph.. 85 TPI Stand~rd Occupancy, Dead Load.. 10.2 pst Oesigned as Main Wind Force ResistinIJ System and (OlIIponents and Cladding Tributary Area", 20 sqtt EXPIRES: 0tiIJ0I2005 5;8;2005 Cust: WALTER ..,: Drive_C-wlr4_LOOO06_JOOOO7 Dsgnr: 'LC - 34 WT: 78' TC Live 2S.00 psf DurFacs L-1.15 P-1.15 TC Dead 15.00 psf Rep Mbr 6,d 1.15 8C live 0.00 psf Rep Mbr Camp 1.10 Rep Mbr Tens 1.10 8C Dead 10.00 psf D.C.Spacing 2- 0- 0 Design Spec IRe-2003 TOTAL 50.00 p,f OEFL RATIO: L/240 Te: L/24 Job Name: WAl TIER CRITlCAlM&llER FORCES: Te h4 DFl '1 BC 2x4 OFl '1 GBl BlK 2x4 DFl STANDARD Refer to Joint QC Detail Sheet for MaKilllUlll Rotational Tolerance used IRe/IRC truss plate v_lues are bued on testing and .lIpprollal ;as r@qu;r.d by III( 1703 and ANSI/TPI and are reported in available docWlents such as ICBO 11607. PlATING BASED ON GREEN LUMBER VAlUES. 1-4.0 1-4.0 5-1>..a T 0-1...0-8 /.&Q . " 1-4.0 1-4.0 -j'-'- Truss ID: WlR-D1 Designed per ANSI/TPI 1-2002 i This design does not oUCDunt for long terlll tiOll!! dependent loading (creep). Bu,lding TH~S~~~~& ~~tT~~C~~~~~~Et~~SiJli OF JIIIUlTIPlE lOAD CASES. I loaded for 10 ~F non-concurrent Sal. 8~irDI~ ~~s1~~: ~S~l~R~~ ~~~ ~~~. [+J gable bracing re1uired (I SOM int.ervals, ~I!e I!~~~:~a ~o G:~~: O:~:; ~~~ ~ i~&~g6~~~~: , Adequate bracing or shuthi"; h required toprl!\lentthetruss frOlll racking due to lateral loads. lateral loads and th.:dr connec::tion.\ art!' the re.\pon.\ibility of tht!' building designer. ' ~~~~~j~~~~~F~ " fi-O../) 2 3 4 56 112.00 3.5-4 o-o.n. 7 8 19 ) -12.001 f" , ~ l '\::.~ T 11'6""5 SHIP , o..10~ - . 2-3 ,:,-..-.1. 2-3 JJl-ll-Q. /.&Q 12 ~ffi1P~f~H~ TYPICAL PLATE: 1.5-4 . . . . .. . . . . .. .. ... ... ... O",oR .ONTlNUOU115UP~RT .. . ... ... .. .. .. , t~:JIJj;Se':~~ll~~~~ ol!I'l~7::~ng,~~;~~~~~~~~iR"Jb?~~~.~~o29~d)b~J'8"W1'1~~%PJlil:g ~nOle\ W ARNliIIGRead all notes on this sheet alOd gl... ~,~~ V'., J" the ~rel:tlng Contractor. ~ Thlsdnlgn*,Jor"'irdlYdualbulld"'ll~nol_aysIBm_II............8h~ lI'f~fNll'Uatur1I_ _dclr-.ln_WlIl'lll'lolcurtef'l.....".dTP1_1<FPAdII$ign~_ HI .-lo/...--: 1_.~8l;CU'KY.~...... _ _..t.~bylhe~ ,_ ..-dIotbuldingdesignM_..ral:r'Qtlon....tJuId~dnignef.....nattbtl_Ihe~, uta:edonlt-..clesIgn_"'''.oeecl'''loaIlSing~by'''loc:;iI--.gcme'''''''~~.''''OfSiOn'--J~IDpCllOll:l MOSHOFSKY illaMtalIybfal;2dbyll'lollOOf"'rbor"""~..-dlhebollomchl<llil~lnoedbyl~id"MNng~cIJnlcIIy~,......OIIlefW;Ie ...-d.BrIdng_nISJor_"Sl.qlOI\IlI~..._...OtIIyIOn!duc:etluc"nllle1lgthT"comp:lIIe"'SIlaInoltleptaoed...anyl t'~~~f1 TRUSS ~1NIl....ca.-Ihe""""(I:)nIDnldlhe_""'oeecll'1'l'e....slDOca.-(:OIIIlII(:lOrpbleCl;lnQSicn_FItlnc.-.,...,..___. i. . 4445 North ark Dr. ..-dbrac:e1lwslr\l$S..acw<danal'_hIolooWogNrdaral JoonlandCl.ll1naOetMR~....__~ilbm~..~" . I. . Colo Springs. CO 80907 ANSVTPll WTCA 1 . Wood TIlIIICoI.ndIofAInIf\ca Stanclilrd Oesoon ReljXlns'bollllft .UIl.lNG<!bMIttl~EN'~aTYI'if~MAT~"-! _._ (BCSll..o31_ BCSI SUMMARY SHEerS byWTCAandTPl Tt>eTrussPta!ln$lllulefl"II~1Il5SJ6Y0If'''o~""M'''''''' .1. . TRUSPlUS 6.0 VER: T6. 4 .1)vilconsln.53719 Tt>eAme~FOtl!Sl_Plll8IASIOCliIIlOn("'FP"'llSlociIIed~ ll111f.Sf,e1.1w S1e1WCl "shllglO"DOm:l~ ! .,. .... Qty: :2 This trU5S is desi9ned using the ASCE7-02 Wind SpeC::lfic::ation B1d9 Enclosed.. Yes. Importanc::e Fac::tor .. 1.00 Truss Loc::ation .. Not End Zone Hurric::ane/Oc::t!'an Line.. No i Exp CategorJ .. B :~~~ ~~~~t~ei h~0~0(\6~94Bt~~ :~~th: 8~.OO tt TPI Standard ~c::up.anc::y. Oe.ad load.. 10.2 pst Ot!signed as Main Wind Forc::e Resisting System and COlIlpont!'nts .and Cladding Tribuury Aru .. 20 sqft f:JtPIRt:5: UtirJOrmo, 5;8;2005 Cust: WALTER WO: Drive_'-wlr4_l00006_J00007 Osgnr: IlC - 34 WT: 90' TC Live 25.00 psf OurFacs l-1.15 P-l.15 TC Dead 15.00 psf Rep Mbr Bnd 1.15 BC live 0.00 psf Rep Mbr Comp 1.10 Rep Mbr Tens 1.10 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Design Spec IRe-2003 TOTAL 50.00 psf DEFL RATIO: l/240 TC: L/24: C.Job Name: WALTER I Truss ID: WlR-C3 BRC X-lOC REACT SIZE REQ'O 1 0- 2-12 7093 5.50. 2.sr 2 15- 2-12 709] S.50~ l.sr BRG REOOIREMENTS shown are based ONLY on the tru5S m;aterial at each bearinc;J ~ DEFLECTION (~pan) : L/999 IN ME.14 8-9 (LIVE) l'" -O.08~ D- _o.oaR T_ -0.17- ~~1~~!fu~I~~7~!r:! ~J! ].4 .-41461.15/ 1161.60 0.28 "-S -64241.15/ 641.60 0.66 6~ ~09!~60!~ 7_1 -1091.601 1-' -1091.601 9-lO -1091.601 CCMP.(DUlt.)/ , .Ull1!l.15j' -Bal.601 -1)711.15/ , .. ,-, ,-, >-I .., <-9 "".!"".! CSl 42911.15 0.11 426Sl.1S 0.66 426S l.a 0.66 "ZUl.lS 0.11 "".!"".l '" 219-l1.1S 0.12 1411.60 0.01 60911.1S 0.90 1431.60 0.07 11941.lS 0.11 Te 2... OFl 11 Be 2.6 OFl '2 WEB 2.4 Ofl STANOAAD WE[X;E 211100Fl '2 lumber shear allowabl..s are per NOS. THIS OESICN IS THE C()IIPOSITE RESULT OF MULTIPLE lOAD CASES. loaded for 10 PSF non-concurrent Bell. Heel platn analyzed for eccentricity. Perlllanent bracing ;s required (by others) to prevent rotation/topplinl;J. See BCSI 1-03 .Ind AHSI/TPI 1. "(PM)_PlATE IoCHITOR USED-See Joint Report" DuiI;Jned per ANSI/TPI 1-2002 : This duiI;Jn does not attount for lon9terlll tillll! dependent loadinI;J (creep). BU11dinI;J Desioner must account for this. I Refer to Joint QC Detail She'H for: Mallill\lJlll Rotation.al Toler.lnce used IRC/IBC truss phte v.lues are based on ~~~t':~ln~1 .~~do~~~ ~:p~~~~~ ri~ ~~.Inib{~03 dOCUlllents such as ICBO 61607. ' PLATING BASED ON GREEN lUIlIBER VALUES, 3.PlY! Nail .../10cl CQ!M)N, staggered(per NOS) in: TC. 2 BC- S WEBS- 2 ..PER fOOT!.. Nail in layers or frCllleach face.' I , , 3.10-6 .3-10-6 .3-10-6 . 3-10-6 ~ 3-10.a 7-8.12 11-7-2 15-5-<1 I, 7J\:1? 7.A_j? 5' 3-PLY$ 2 '3 4 REQUIRED "2.00 -12.00' 2.5-6 · ~;::.r') ..O-lll-ll ~_. 2.S-<; 8- -4 SHIP 8-ll '8 3-,"" 3-,,,,, 1fi-ftA 8 .3_10-6 11-7-2 9 .3-10-6 15-5-<1 10' I 7 3-10-6 7-6.12 . . . . .. . . . . .. . . .. . . . . .. . . . . . . .. . . . . . . . . . . .1 t~:3IJj(e!s~dfa1~~~DI!:lJ~~~~Jl1;J~~~~Jo:~~~~i~Jbre ~~-~,l9vWd).D=lgnW1~~fJ?iu"~P~l;1~ ~o~Dlel 'WARNINGRead all notes on this sheet aQd gl9 a cop)' of It". the ~ttlng Contractor. T....dnlgn..lor..inclM:l....buIcllngcompr:lfWtllnolln.lA..,....._ llhu__". . _ ... ~lItI~nI....uH Wlddoreln~_Ihe~.e_ofm8AllAFP"""ililn~." ,.' ", ll-....B'i'Jone+KQII"aq'............ ...llltlevetW'eclllyIl'leQllT1p:lflenlmarUac!lnf8l'dlDfbulllllngcletign!fpo-lOflll'~,-n.~~ner...,DCef4II'Nlll'Wl~ lIiIzedOl\UlllIclnigfl_Ofeu:eecllhelooldrqlmpoledllylhlllocalbulldrqaxle...IfJ~~'iledeligta$SulJlnd..,~ctord iI..rdylnclldllJlleftlCfcrlbOflhe-.woanllebclbndlDn:lis......,.tlrxedlly'ngidshe-.woa"'*'lal~~. ~ohwwtlII rcMd. llrx:ing.,.,..,istor"'''M.ClllOf\ofCOfllClOl'l!flDrrembetsonlyllllt!duellttludllnglenglh. TNI~shalrclbelllKlld"'any I' enWonmenlll'l:lll"c:iIUSli'll'IIIi' lT1OI$lufI! eon&enloflhll M)ll(lllle.oeed 19% ardIOfc:a.-aIt'I'Ie(:lCI DbMo:ncsicn_ FIllnelIle, """"llI...ulI nrnc.UlllIwnin-=nl~_.....Ir>Ibwin9~:'..ICd'ndCuCtrqOeUilRI1lOQ"~"'OUI;JuII.....~..__. . . . '''NSIfTPll'. WTCA. ", Wood TIUSI CollnctI 0I"~ ~ Dnign RespoAsItlilobes.JJUI\ilING toM.oNEMI !>AIlETY lNF8RMATIQ.. : _ : IOCSll-oJlard'8CSISUMMARYSHEErs'lIyWTCA.8Allm_Tt'eTruuPlalelnsllll.dW(V"lI.~.~I;fI...". -: I. . WISCCI'IIin~119 The"A'Il!n;:a.nFO"'S1_P_'''I3OCJJIIOflI''FP''lislOUled-'11111..S!-.!^y.SI!t,~+a.~ _ _ '__ __ _ . .. wv - 'i ~ MOSHOFSKY t'h.0f'l.,'l TRUSS 4445 Northpark Dr. CoJo Spr1ngs. CO 80907 TRUSPLUS 6.0 VER: T6.4.1 _t__ Qt){: 6 UPLIFT REACTIOH(S) Support C&C Wind Non-Wind 1 -2761b 2 .276 lb This truss is desi9ned usin9 the A5(E7-02 Wind SpeClfication Bldg Enclosed.. Yes, IlIIportance Factor .. 1.00 Truss location.. Not End Zone Hurricane/Ocean line.. No i [lip CategorI . B ~~~ ;~~~t~ei h~O.:OOI~~ioBf~~ =~~th: 8~'00 ft TPI Sundard ~cupancy. Dead load _ 10.2 psf Designed as Main Wind Force Resisting System and COIlIponents and Cladding Tributary Area .. 284 sqft nnnuulOAO CASE n OESIGH lOADS _nun_uU_n_ Oir L.Plf l.lac R.Plf TC Vert 80.00 0- O. 0 80.00 BC Vert 837.71 0- 0- 0 837.71 R.loc 15- 5.8 15- 5-8 LL/Tl 0.62 0.49 ~IRES: 06IJ0I2IlU5 sisi2005 Cust: WALTER wo: Drive_'-wlr4_LOO006_J00007 Dsgnr: ,LC _ 34 WT: TC Live 25.00 psf OurFacs L-l.lS TC Dead 15.00 psf Rep Mbr Bnd Rep Mbr Comp BC Live 0.00 psf Rep Mbr Tens BC Dead 10.00 psf Q.C.Spacing Design Spec DEFL RATIO: TOTAL 50.00 psf 1461 P-L15 1.15 1.10 1.10 2- 0- 0 IRe-2003 Ll240 TC: L/24... Job lNIime: WAl TIER BRG X-LOC REACT SIZE REQ'D 1 0- 2-12 933 S.50~ 1. 50" 1 H- 2-12 933 5. SO" 1.50" BRG REQUIREMENTS shown are based ONl '( on the truss lIlaterhl n each bearing fW( DEFLECTION (span) : l/999 IN MOl 5-6 (LIVE) L. -0.06" D. -0.06" T_ -0.12" CRITIt.AL I'UeU fUCES: TC aM"!""'j' TEHS'1""'l '" 1-2 -7st l.ISI 641.60 0.89 1-3 .7S1l.lS I fi,4 1.60 0.89 4~~ ~9~~M~~ T~9S~60~ o~l 5-6 -169~1.60SI 169~1.60S 0.46 1~ a.';;iS~i~~ n~i!~601 o7i~ 1-5 -Uh.60SI nl1.15 0.11 1-5 I 1991.lS 0.12 ::i -iHH:~l~ 1M U~ g:~ .~ MOSHOFSKY ~~TRUSS 4415 Northpark Dr. Co 0 Springs, CO 80907 TRUSPLUS 6.0 VER: T6.4.1 Truss' II): WlR-C2 Te 21(4 OR 11 Be 2x4 OFl n WEB 2)(4 OFL STANDARD Refer to Joint OC Detail Sheet for "'-i!xlmulIl Rotational Toll!rilnce used IRe/IBC trun platlllo values are based on testing and approval as required by IBC 1703 and AHSI/TPI and are reported in avai1abl~ doculllents such as ICBO 11601. De'iign~d per AHSI/TPI 1.2002 This d~sign do~s not ,lICcount for lonl] t~r," tillle depend~nt lOolding (cr~~p). BUllding TH~S6~~~& ,~tT~~(t;~~Ih t~~~ULT' OF MULTIPLE LOAD CASES. Loaded for 10 PSFnon.concurnnt BCLL. PlATING BASEO ON GREEN LUMBER VAlUES. 7-8-12 7...8.12 7-8-12 15-5-8 7..1\." 7-8-12 " '2 3. fT2]O "2.001 8- -4 g.-, -11 SHIP 2.5-<; T .D-L0-8 ~ 14 ~ 15-'i;8 5 J 8. 7...8.12 15-5-8 7-8.12 7--8.12 :: : ... .: ... .. .... :: : : ::. . . . .. .... ..1 tWJ:1lo~.m':Trfl?;I~Ca~O~iJl}1~~~~a.~~h(~b~~~i~..Jb?~ ~~u~.~1029~dl~~~~I3fi~~{t%PJim~ ~nOle' W ARNINGRead all notes on this sheet and gl"l a copl/,of 1114 the E..ctlng Contractor. t....OnIg".Io<...indMdual_inQcompone1ItnollNSll~, IIl1asbeenbatedT~""lIw(:l)ml)e"lllntll'lll""'bd. an:ldonelnaemn:larawlltlll'eCllmlnt~oftPlan:lAFPA~,,~ants_ _,..responsiW\IlY.~IOl""'''''''KaII'~ ~.nsionI "'lObe~lifiecIbyll'ec:omporent . .._ erdIorbuild"'ll~ne.pnorlOfabricilb:le"hI!Ia..ild'-deslQne<UascehlNlll'elo"" utiIlzedonlllisdll~"_orPceeclll'eloadlng~bylhelocalbuildingCOdllltndll'eillrto::Lr~.Tl"'.dulg",--,~",,lOpd'Ofll IsIN.atvllr;ocBdtrvlht"""orl\oorste.rqarclll'ebollDmchllrdislaleralyllrac:edtllMste~ma\erialll~lIllaCfwId. unlitI...olhllr....e noI8d_ e'adngs/'lownisla.\alltrlllalIlIlOflofoomponentslJli!1llbe<'sonlylOreducelluckllnglel'Qlll. Ttl;sCOfl'lllO""ntlhllnolbe plaoedln my '1 erMlonmentlh-'_~"""n'IDistun!COntefttol"""woo<llOe'ceed'9%-~o::a.-tunne<;lDr(llaleCOtl'OSiD", F~.hIlnclle.inslaI _bt..lIliIll'ulSlnlCCOl'llarawlltlll'eIollowlnOSIanclarlls .Jolnt_CurtirlGOo!IailReportS.....abllli!pOUItIUt'i""lr-............. . I. . 'ANSVTPI ". WTCA 1'. Wood t.... Cotn:Iof Amera SUndMl Oe~n Respl'In:SilliIll, '~~ING <i>DFpNEN~W:ty IHFWlMATIO..'. . (BCSt'.QJllncl'8CSISlJMUARYSHEETS.trvWTCAandTPI.Tl'lttrussP\alelnsllMel1j'1I~a151JJ_." . .' ..Iltlhon... I :.: Wisc:CInsinSJ1I9ThI!IAmenc;anFom:tarclPIp!....SSOCiItI:'>n(AFPAIIS_a11'111...S~._.s"'~.~?t :1. . '... . .. .. .. - Qty: ., UPLIFT REACTION~S) Support C&C Wlnd Non.Wind 1 .681b l .6S1b This truss is desi9ned using the ASCE7-0l Wind Speclfication Bldg Enc'os~d _ Yes, llIl(lorunce Factor .. 1.00 Truss Location.. Not End Zone Hurricane/Ocean Line - No ! Exp Category.. B Bldg Lenlth.. 50.00 ft, Bldg Width.. 20.00 ft Mean roo height.. 12.30 ft, mph .. 8S TPI Standard Occupancy, Dead Load.. 10.2 psf Designed as ~in Wind Force Resisting System and COIIIponents and Cladding Tributary Area .. 31 sqft EXPIRES: DWJOI2OD5 '6iai2oo5 Cust: WALTER WQ: Drive_C-wlr4_LDOO06_JOOO07 Dsgnr: NLC .. 34 Wf: 116N TC Live 25.00 .,f DurFacs L-1.1S P_1.15 TC Dead 15.00 .,f Rep Mbr 80d 1.15 BC Live .,f Rep Mbr Comp 1.10 0.00 Rep Mbr Tens 1.10 BC Dead 10.00 .,f D.C.Spacing 2- 0- 0 Design Spec IRe-2003 TOTAL 50.00 .,f DEFL RATIO: L1240 TC: L/24' Job Name: WALTER CIUTICAlIllEMllUFalUS; ~ MOSHOFSKY ~ TRUSS 4445 Norr;hp.irk Dr. Colo 5prlngs, CO 80907 TRUSPLUS 6.0 VER: T6.4.! Truss ID: WLR-C1 Te h4 DFl '1 BC h4 DFl It GBl BLK 2.-4 Oft STANDARD R~fN to Joint QC [leuil Sheet for M.a.:O:;IIlUIIlRoutionoll Toler.nc!! used IRC/IBC trun phtl! v.JIlues ue bued on testing and .lpprOV'oll u required by IBC 1703 and AHSI/TPI .and lore reported in available dOl:ulIll!nts such as leBO 11607. PLATING BASED ON GREEN lUMBER VALUES. Designed oer ANSI/iPI 1-2002 This design does not .JIccount for long tent tiDe dependent loading (creep). BU11ding TH~S~~Sj~ lIlHt T~~(c;~lh t~~SULT .OF MULTIPLE LOAD CASES. lO.1lded for 10 P5f non-concurrent BCll. B~rD~:i ~:~~C;~: ~~~~l~R~~ ~~E.~~~~' (_, gable bradng required' 50R intervilh, i ulIosed to .1nd load apelied lohee. See "General Gable Oeuih . (002065035. Adequate bracing or sheathing is required to prevent the truss frOlll racking due to latPral10ads. luera110adsand their connections are the responsibility of the building designer. ,-4-<) ,-4-<) f'~' f""~J~ 7-R.l? ~;f4 :) 112.00 6 '18 7:fi.'] 9 10 11 121ai .'2.001 8. '4 3.54 ~~ ~ ~~ f ~ 1-' ~~ I ~ , __,_l___ 0-19-8: 2.3 . 9.. 11 SHIP . .0-19.a ~ 2.3 'Ptf' 1 a~ 'Ptf' :~~ ['5 ,'. f~.fFl'mf'p ~ TY:IC~L PLJtrE. t5-4 . ~ .dIlER CONTINUOUS SUPPORT .. ... .. . . ... .. ...." ... I .. .... .. I &~:9ID?G~~~I~~9Jl~~~OolSl~~~~I~~a.~~~~~~CS~i~,b?~ ~~~.~1029~dl~~W1eg,~{t1r1P6iil~ ~olel WARNJNGRead all notes on ,!,is sh"tt a~ve a <;ppy of It to the EreCt/ng Contractor. Thisdnigni:tlo<anindMd...bulIdnaa!lftClO"e..rol;.&1'*1' ~bee.......on~_...,.bylhlleomponenlmanu'ad\.nf I _done"'llCCOfll-=-....h~...........dTPIafmd"FP.de$nstand.._ero~Ityi:t~lo<d........"...lCIClnCy_ Oill'lensions _lIbe......-.ed bylt'eCOll'ClON" m.uXllnl.-do'o<~ .~.1lfIO.1I1~. ~ bulIdinOdA.fe'........rIalnlh8llhlllDats : ublU:.,onllaosdeslgn-mOfeu..edlhlllNdnaimp:JSl!dbtlhlltaltu1ding~ArIt'e~~ tllednignDSulTeSlhMlhellpc:hafd i:t1ale.atybraQl<ltrylhllrodOtlb)rsllull'llnQ.".,lt'eS&Mcr.orIlI~ra""braQl<lby.ltgid".lIlIq""'rIol'dQdy~. l.nIeaOlhe~ noted.e,OK>ngsl'lownllllD<.....-..pporIofOClft'(lCJtll!ra"""nbersonlVllllldUCll!lbucUnlllenglll.TPlIIc:ompotW!nlSl\lll'llllbeplKed:lnany , envwonmenl_....adellle~_oflhll*OOdlle.Cftdl""'ard'orca.aeCOl'lnlll;t;wpQte~ F~.hM'dIe.___ andbr;oce1hll1tUS$"'KCOrllancewCl'llhll~_atlls'.IOInl_~~!CIOltS'r.abbleas~lTotT"'-al"""'_. 'ANSVTPI ". WTCA ,. - Wood Truss CaWIdI of Amefluo s.d!~ DeT . llUIlOWG COIol~NElIIT .'ETV lHFOA.....T1a~. IBCSI 1.(l3) ~ 'BCSI SUIol.....RY SHEETS' tl<,WTCA ""i TP.T~rus:s ~ InIlillM(TPI).....,,.~ oMI!t, Oo-ioolo, MilIdi$on. Wlsc:onsll'lSJ719 Tne"_F_",p""~""'*,,F~Ii:t;~~!11l!'~.~.S~*~.OC1OOJ6 ... . .. .. .. . at\,: 11 This truss is designed using the AS(E7.02 wind 5peclfication Bldg Enclosed. Yes, Importance Factor . 1.00 Truss location_Not End Zone Hurricane/Ocean line. No , Exp Category. B BldO length. 50.00 ft, Bldg Width. 20.00 ft Mean roof height. 12.30 ft, Il1ph. 85 TPI Standard Occupancy, Dead Load. 10.2 pst Designed as Main wind Force Resisting System and Components and Cladding Tributary Area _ 31 sqft E~~~~:~:S 6/8/2005 Cust:: WALTER WO: Drive_C-wlr4_L00006_J00007 Dsgnr: ILC - 34 WT: Te Live 25.00 psf DurFacs Lal.lS TC Dead 15 .00 psf Rep Mbr Bnd BC Live 0.00 psf Rep Mbr Camp Rep Mbr Tens BC Dead 10.00 psf D.C. Spacing Oesign Spec OEFL RATIO: TOTAL 1621 P-l,15 1.15 1.10 1.10 2- 0- 0 IRC-2003 l/240 TC: l/24 50.00 psf =-=---==-----=--=-=.....-~--""--~~-- -- -- -.-- -- 'Job Name: WAL TIER BRG X-lOC REACT SIZE REO'O 1 0- 2.12 1137 ~.SO~ 1.50~ 2 19- 3-12 977 S.50~ 1.50~ BRG REQUIREMENTS shown are based ONLY on the truss material at each beadnQ NAX DEFLECTION (span) : L/999 IN MOl 6+7 (LIVE) l. _D.22R D- .0.22~ T. -O.H~ ~~tOl.~~!~~lr~~o!~s! o~l 2-3 +7951.151 U41.60 0.42 )-4 -790 1.151 U41.6O O.H 4-5 -1121.151 1411.15 O.H 6~ ~i~r'60~~ T~s~Mi~ o~~ 1+1 -u6h.6O~1 B5h.15~ 0.14 \oil Q)lP.-ooa.1 TENS..DUlI. CSI 1-6 -H5l.1S 1 061.60 0.04 2-6 ~95J 1.15 1 5 1.60 0.59 2-7 -2591.151 1951.60 0.17 1-1 -711.601 S2J1.15 0.23 4-7 -u~ 1.15 1 1921.60 0.01 4-1 .9391.15/ 11.60 0.41 5-1 .Ull.15/ 17 1.60 0.01 ~ MOSHOFSKY ~~~ TRUSS 4445 Northpark Or_ Cola Springs. CO 80907 TRUSPLUS 6.0 VER: T6.4.1 Truss 10: WLR-B2 TC h4 OFL "I BC 2_4 OFl j'} WEB 2_4 OFl STANDARD Ref.r to Joint ex: Detail Sheet for M.uiIllUIII Rotational Tolerance used IRC/lBC truss plate values are based on asting and approval as required by IBC 1703 and ANSI/TPI and are reported in available docUllll!nU such as lCBO 11607. Designed (II!' ANSJ/TPI 1-2002 This duign does not account for long term tillll!dependentloading (creep). BUllding Designer must account for this. THIS OESIGH IS THE COMPOSITE RESULT OF MULTIPLE L(W) CASES. Loaded for 10 PSF non.concurrent BCLL. PLATING BASEO ON GREEN LUMBER VAlUES. End verticals designed for .n:ial loads only. h:tensions above or below the truss profile (if any) require additional consideration {by others) for horil. loads on the.bldQ. 5-1-10 5-1-10 n r~ .5-1-10 10.34 10.}.4 2 112.00 5-1-10 15-4-14 Q.'~...d. .3 , .12.001 ., 5. 6"" 11- .12 1.54 T 1-10-8 " 11-;.03 SHIP 1.54 D-ili-a 3-4 3-<l 3-4 ',ll,D .6 1Q.A~ 7 ,.().() B'STUB 10..3-4 1D-3-4 9-3-4 19-6~ . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . tWd~IJcmI:~~tfail~~5Ha%~o1St~~~~~~<;~~~~~:~~~jR~'~b?~~~u~.bTa~{02g~li)~~~Wu{t'~pciim~~ ~e~~Olel W ARlIIlNGRead all notgS sm.th/,5 sh~'JnV.4lve .iopy 01 It to the Erecting Contractor. ThisdW;tnillfor~lrdiv'dualluldlngaxnponerfnottWa~ ftanbeefliltlle*ln-. _.. ~bvIl'lllCOl1lpOl'lltntmanu'adunI' 'rddonllIllKCOnl___tI'Ii!I~~oITPIIIqjiI"P~...~IIo~ls..sS.tlo<d""lI$Ional.ca...cy, DlrNMiana '''Illr..wnl'edbylte<:DmllOflltnl~-''''..-.dIor~tIhlu''f_pnOrlDr~n_ )lbulldlnQ~lWtf_netll'tIIln_lI'lIt"". ' utiItn(Ion~dn9n_or..eeedlhelD"""'~ ~A~f/4tw-lo<:!lbuikl"'ll a&.-ancIlhe paItiC:uIaf~..n t....dnlgn __ll'lIlllllpo:hon:J iI.....,bfac:edbylheroolOflloot...8lhIng...,lhebotlotnd'OllllS~ralybrxeclbylrigidll'e-'*'ll....na'dftClly.nacted.......aIhefWIIe _. Brac:ing_n.Io<""""lUIlllOIIofCO/llClOl'l&l'lmembersontvlD~~bucIlllngletlglh. TlIoI~nlll'lal""'lmlllaaodin...., .nWllnmenllh.-_cauMlh!nIOiIl.-emnlef'CaI....-"'llle.ceell'Il"JI.-..or~~,.~F~."-Ie.lflStalI _tJtlal"""tr.......al;C:Dnlancewtlhll'eIolbdlg_.."to..~~lngotM~....~n~~T'_~IDftw~. ....NSVfPl 1'. WlCA l' . WOOd TrwsCculdlof~ s4m+ lll;9" Re~ '9UlLIllfJCOW'.NE.l~.ETY INFORMATo.r. 18CSl loWl..-cl"8CS1 SUMMARY ~EETS.tryWTCA -<TPlfI"".russ ~~I"~ ~ O"""""~ Or~. loll.,..",. iNlSCCtISitl~1'9 TIw''''"'''ticanFornIanclP_~.FP.IS~ilI''''I~~.H'<f:~~'''''.rJ.nolon.OC20038 Qty: 4 UPLIFT REACTIOH(S) Support C&( wind Non-wind 1 -671b 2 -.cO lb This truss is designed using the ASCE7-0l wind SpeCIfication 8ldg Enclosed. Yt's. Importance Factor .1.00 Truss Location. Not End lone HurricaneJo.:ean line. No . hp Category. B 81dg Lenyth _ 50.00 ft, Bldg Width. 20.00 ft ~t"s~:~da~~i~~u~an~~:S&e:~'t~~~ .- 10~~ psf Designed as Main Wind Force Resisting System and COlIIponents and Cladding Tributary Area _ 39 sqft Cust: WALTER OIJ, Drive_C_wlr4_l00006_JOOO07 Dsgnr: IlC - 3' wr, 1626 TC live 25.00 p,f DurFacs l_1.1S P-l.IS TC Dead IS.DO p,f Rep,Mbr Bnd 1.1S BC live 0.00 p,f Rep Mbr Comp 1.10 Rep Mbr Tens 1.10 BC Dead 10.00 p,f o. C. Spaci ng 2- 0- 0 Design Spec IRe-20D3 TOTAL 50.00 p,f OEFl RATIO: 1I240 TC: lI24 Job Name: WALTER BRG X-LOC REACT SIZE REQ'O 1 0- 2-12 1187 5.50" 1.50" 2 20- ]-12 1187 5.50" 1.50" 8RG REQUIRO'IEHTS shown .lire b.ned ONLY on the trun material at each bearin!} AAX OEFlEaION (span) : L/999 IN I'IEM 6-7 (LIVE) L. _0.21" 0- _0.21" T.. _0.41" C:~I~~~!~~I~CE~~o!~sl o~~ 2-3 -S64l.lJl 1251.60 0.41 ).4 -8641.15/ 1251.60 0.42 .-5 -llll.HI 1101.15 0.44 6'!.'i -UO!LO'll 67011.15!'." 7-8 ::~ ~~ ~ T::~:; o~; 8-' -1101.601 6101.150.91 1~ o:'rii ~i ~ T~6f~c.O~ o~ 2-6 -10221.151 0.6) 2-8 -2551.BI 192!LO'j 0.11 1-8 -801.60/ 6101.150.21 4-' -2551.1S/ 1921.60 0.11 4-9 -10221.BI 0.6) ,-, -n51.15)/ H6(1.60) 0.04 "fruss RD: WlR-B1 Te 2..4 OFl '1 Be 2..4 OFl II W[B h4 OFl STANDARO GBl 8lk 2..4 OFl STANDARO THIS DESI(,H IS THE (()!POSITE RESULT OF IolUlTIPLE LOAD CASES. loaded for 10 PSF non-concurrent BCll. B~rO~~ ~~S?~~= ~Mfl~~R~~ ~l~ r~~f' (.J O..bl@ brOldnv re~uired . SO. inte~als. ~ee e~~~:~,,~o ~~~ O::~i ~~e ~it&~g6;6j~: Designed per AHSI/TPI l-l00l This design does not account for long terlll ti_dependent loading (creep). BU11ding Designer IllUst account for thi'i.. Refer to Joint QC {)Ptail Sheet for' ~lCiIlU"llI Rotational Tolerance used IRC/IBC truss plate valuu are based on i~~t~~In~I a~~~o::~ ::p~~~~~r~~ ~~a:~~bt~O] doctnlM!nts such as lCBO 11601- PLATING BASED ON GREEN LU/tUIER VAlUES. t='Jjj5e!s~mk~~:i,~o~~~r:~i~JbY;~~~~~~f.$~iR~bFe~~~"bT:~~o29.gdl~~~Wle:i,~;"{~u%PJim~~ ~Dlel. -- ----- .. .~ W ARNINGRead all no'F'.on.thls sh~t,;J.ic("lve a.lopy of It to the Erecting Contractor. ~ Tllitdesign..foranindMdualbulld"'llcornporenll'Cll'i-SySII!I" ~pbeen""on~p4vi:llll1bytholc:otnp)l'lelllmanu'adunn' .nddonll inKCOlll..-...."lNlamtnl""....".oI TPI"'IYP~n 1JlanCIatd._fe~lIIlbIllYlI as&&:, btOll!lllt'lSioMlKCuacy. 0;..,...- _ . ...1Ub8""rIIIMlbylNl~nl...........adlnr.....slorbl-.gdkig...prIorlCll~,'t..buiItlinO~'-.__..,_I/'Ie_. ulillLeclonltDlMu;;InrNelo"'OMdl/'lelcnldong .......~~ftt"'loc!ltuldinQtNandll'le:.fticular.~, ThlIcleeign-.me.""'lhelClCld'Ofd MOSHOFSKY "..,alytICx.dby""rooforlloor""~ardlhe_d'lOfdislale.alI'\ttICacedby'noidsl'e3ItwV.....rlardirecllylttXhed. ......1)II'Ie_ notlId,Btedngshown..lorlale,allUppClf'lol~...fI'f!1TItletSon/y'lCI~\Q!buclllinglenglh_Thrlcompone"shall'OIbliplKedinany I ~~ TRUSS '~_wIIl_e-.""'~to_oflhe_ICI"'c:eedl!1%andIorQlJSetX/f'll>edOfplMe~F~.Ioan<fIe.onNI 4445 North -ark Dr. ntIC_IhIItn.a"'-.:l--_lhe/olloorring~..,..._t..:'"lIo.Iailtp;:Jl'tl....J.at...""'~T"-a1_anl. I (010 5prln~5. CO 80907 .ANSVTP.'..WTCAI..WoodTf\ISICourdolA.....rocas!andt0c.4n~n.eu~I"Gco.~FETYrNf'ORMAHo..,.., (SCS' l.ro)n 1lCSI SU"'MARV SHEETS by WTCA anlTP.T~nns ~ I.......TP... ~ ~O'enot1IIlOll>oe. "'acI....., I TRUSPLUS 6.0 VER: T6.4.1 1N---.S311D T"'AmerlCanF'_srandP_ASSOC4fO>n.m'.)"~.e11te1ll1H1t~.H'II.s#tn/!w~.oc1OO3e .. . -.........a.r ... 5-1-10 5-1_10 5-1.10 5.'.10 5-1-10 10-3-4 15-4-14 20-8-8 1n.}..4 1n'l..4 2 3 4 5. rm;o -'2.001 11- .12 6-8 /'>:, bf" ~~ A1Jtr 36-4 5=3.6-4 3-8 3.6-4 3-8 O-W-8 ~O-W-8 11 3-3 SHIP 1~ 6 ,~ g' ?f1-',!-" 7 B 10-3-4 10-3-4 :V~CAL ~~~ ~ 1.5-4. : .. ... . . . ... . . . ... . .. .... . 10-34 20-8-8 . . . . . . . . Qt,,: ~ UPlIFT REACTION(S) Support C&C Wind Non-Wind 1 -69lb 2 -691b This truss is de~igned usinlil the ASCE7-02 Wind SpeClfication Bldg Endo~ed .. Yes. Importance Factor .. 1.00 Truss Location.. Hot End lone Hurricane/Ocean Line.. No . bp CateQory .. B Bldg Lenl'Hh.. 50.00 ft, Bldlil Width.. 20.00 ft Mean roof height.. 13.57 ft. mph .. B5 TPI St.and.ard Occup.ancy, Dead load.. 10.2 psf Designed a'i. Main wind Force Resisting System and Components and Cladding Tributary Area.. 41 sqft EX!I.!tE~:JJ~_~S 6/8/2005 Cust.: WALTER WO, Drive_C_wlr4_l00006_JOOO07 Dsgnr: 'LC - 34 wr, 295' TC Live 25.00 p,f DurFacs L_1.15 P-1.1S TC Dead 15.00 p,f Rep Mbr Bnd LIS BC Live 0.00 p,f Rep Mbr Camp 1.10 Rep Mbr Tens 1.10 BC Dead 10.00 p,f Q.C.Spacing 2- 0- 0 Design Spec IRC-2003 TOTAL SO.OO p,f DEFl RATIO: L1240 TC: L/24 Job Name: WALTER OtTIOl..i'UeU FOtUS: ~ MOSHOFSKY L'>:"""~ TRUSS 4445 Nor\hp~rk Dr. Cola Sprlngs. CO 80907 TRUSPLUS 6.0 VER: T6.4.1 Truss 110: WLR-A6 Te 2.4 OFt '1 Be 2.4 OFt 11 GBl BlK 2.4 OFt STM'DAAD Refer to Joint ex: [)@Uil She"f for ~:dIllUlllRotation..l TolH;In(1' u,,>ed IRe/ISC trun phtl!! voIIlu@s ,HI' based on tl':5ti"g .nd .pprovoiIl on required by ISC 170] and ANSI/TPI and are reported in available docUlIIents such as ICBO 11607. PLATING BASEO ON GREEN lUMBER VALUES. End verticalsdl'signl'd for axial loads only. Extensions above or below the truss profih' (if any) requ;re.Jdditiona' consideration (by others) for horil. loads on the bldg. ~CAP PUES MUST fllATCH THE BOTT{)l TRUSS. ATTACH THE CAP TRUSS WITH A 1X6 (FUll LENGTH) ON EACH FACE WITH 8d NAILS AT 6R 0.(, IN EACH CHORD. THE LUMBER USED MUST BE STRESS RATED AND CENTERED ON EACH CHORD. THIS CONNEQION IS FOR VERTICAL LOADS AND 201~ OF TRIBUTARY WIND LOADS 8ASED ON THE SPECIFICATIONS NOTED. LATERALLY BRACE THE FLAT TOP CHORD AT 201" O.c. U.N.O. PER TP!. l>e'signed Iler ANSI/TPI 1-2002 This design does not .lIccount for 10n9 terJII time dependent loading (veep). BUilding oesigner must .lIc(ount for this. THIS DESIGN IS THE ((JolPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 P5F non-concurrent BCLL. Drainage must be provided to .lIyoid ponding. B~~rDi~ O:S~~~: ~~fl~R;~ ~~~ r~~~' (<I gable bruing required" 50" intervah. i uposed to wlnd load apelied to face. See ~Genenl Gable Detaih , (002:0650]5. A~:ll~:;~e~~a~~~O t ~~~~hi:~~i ~~c~ ~ n~e~~~ r~~ lateral loads. Lateral loads and their connections are the responsibility of the building designer. ;J; ~~~ ,~~~~~FF ~~~F F~ FF~H~~~F~~ F~ ~ 2340676 re:oo 4-A4.... 1.1.-7-4 'S 1U111213' ;41S"61716192i,i122232425281 .a.OOI 11-4-8 4-6 4-6 -T'" /r(>>>>> 5-5 ,- "f I A"f'>>>> d11-~--L T 1-7-11 . ~r > > > > > ~o-iD-8 I. L - 2.3 5=3.5-4 2-3 :~~ '2B,29(p'fffffffffltrffffffr'frr if~ . . . . . . . . . .. .. . TYPICAL PLATE :'.541- . . . . . . . . .. .. .. . . . . . . . . . . . . pVER CONTINUOUS SUPPORT . Tru,,'5,wal ;vsloms Phtles.t!re 20 03, unless sh,own by "18"(18 aa,l. "H"/18,c'!J,-9r "MX"lTWMX 20 aa ). DOSllioned oor JOInt p,'elails Reoon C Cled ll"l" andfalso rramflor::atesareooslhOfle<r2SshOWlfalXMt,"Sh'''Wtl Slud bmlesloa.,()ldo\lef1aoWithstrudura f)latesfor'slaoltll . NINGRead all nOfe"oO tOl5 5/Olel an' give: cepy of It to the Erecting Contrector. ThlsdMign"fOr...nllvklualtluildinQCXllTIlllII'8f'not~, ,....teen....on~~by"-~manJf~ ancI_ln~_"-~""""""cATPI"""F"'dIeog"~.No~"~IoI~KlCU"KI'.[)jmensrJnS MlDbI!IWfll'edby\he~"""""_~""inQdAigl'lerprlafe~TI'e. ' rI'IUIlneetUlinlNlllhllloads' ulIkmdonll*dnign"-'Of"ceeollhelQaSlrlgimpo:ole(lby~loc3llluildlngalde"'\I'e~~Thecleslgn_IhatIheIDOch:wll is~rlllyllraceclbJIl'eIOlll'Oflloorst>e...-.gancl....toIIomctoJoll.~Ilraa,dby'ng;clwMlwlO....-n.IdnctlyllllXhed.unIess~ 1"<llI!d_e.ac;:;rog_"""~lIIllQlOl'IoI~memtle<SorIyllll'llduc:ellucl<1ng1eftglll T""o;DmDO.....~notbl!l~......... e~__CM.-"-_~...of\he ..__-_,.__It'll.~~pUleCl>H,F.--.__.irlSUI _IlrXII_IruIII"__IheIollclw'inQ~I"JoIWs.a~~%t~llII . ... _.".,T~III..,nw..., 'ANSlITPll..wtCAI"WOOdTtunCOun:llcA.t.lI'II!I'aIJt+~"- ,. _". .1I.lllQjNG~"Nl~rETYIM'ORMATIOH'. IBCSI l.oJlancI"8CSI Sl/UMARY SHEETS' by WTCA ., TfiI Ttw TrussP_ ~ITMI"~ 111183 ~~.~. Wisa:.ns;ns31111 ThlA~Fornt_P_A~'-';Af"'I..locAoiIiII "illlllln~.tNI!~tlOO.~WWIQIDn.OC2ClOJG Qty: 1 This deslCln based on chord br,)cing i1pplied per the follOW1ng schedule: max o.c. frOlll to TC 24.00" 15- 9- 0 20-]- 0 This truss is designed using the ASCE1.02 Wind SpecIfication BldQ Enclosed.. Yes. IlIIporunce F;tctor 1.00 Trun Loc.lltion.. Not End Zone Hurricane/Oce.lln Line.. No , Exp CateQory .. B Bldg lenqth.. 50.00 ft, 8ldQ Width - 20.00 ft Mean roof height.. 13.69 ft, mph .. 85 TPI Sundard Occupancy, Dead Load.. 10.2 psf Desi1ned as Main Wind Force Resisting System and OlI\ponents and CladdinQ Tributary Area .. 10 sqft 11-4-8 SHIP EXPIRES: O6IJOI2005 sisi2005 (ust: WALTER WO, Drive_C-wlr4_LOOO06_JOOO07 Dsgnr: ILC - 34 WT: 4401 TC Live 25.00 p,f DurFacs L-1.1S P_1.1S TC Dead 15.00 p,f Rep Mbr Bnd 1.10 BC Live p,f Rep Mbr Comp 1.10 . 0.00 Rep Mbr Tens 1.10 BC Dead 10.00 p,f O.C-Spacing 2- 0- 0 Design Spec IRC-2003 TOTAL 50.00 p,f DEFL RATIO: lf240 TC: L124 Job Name:WAL TEIR BRG X-LOC REACT SIZE II.EQ'O 1 0- 2-12 174] 5.50~ 1.86" 2 34- 7- 8 17.0 5.50. 1.86- BRG REQUIREMENTS shawn .rr based ONt Y on the truss lIl.terial at uchburinQ ~ DEflECTION (span) : l/999 IN MOl 11-12 (lM) l.. -0.11" 0.. _D.llM T. _O.22M CIlrTICAlIolVlBU~a:S: TC CCM'. aJR,/ TE~. OUt. at 1-2 .92 I.B I In l.1S 0.41 2-] -22411.1-/ 1391.60 0.4] l-4 -lOl'iCl.l I 1441.60 0.42 4-5 -lnJ 1.1 I 11! 1.60 0.41 5-6 -13171.1 I 17! 1.60 0.11 6-] -17051.1 I 1771.60 0.41 '-8 -1981S 1.1 J U~ 1.60 0.4J 1-9 -63 1.1 I 1071.U O.H " """ !""j' TE~. DUR. CSI 10-11 -1151.&01 lISll.B 0.62 11-ll -291.60 I 16611.15 0.60 ll-13 J 13371.150.11 13-14 I IB11.B 0.41 t;=U -~H::a~ m~ U~ gJ: we CtJ'IP.OUll.' U'-'S.-ua. CSI 1-10 -11151.15 I 71.60 0.01 2-10 +2]7<; l.IS I H.60 0.75 2-11 -15BI.1S1 ISO.60 0.05 4-11 -191.601 331.15 0.15 4-12 -B7 I.B I 102.60 0.22 5-U +111.601 566.1S 0.25 5-14 -lJ2 1.60 f 117.60 0.01 6-14 -H 1.60/ 4911.1S 0.22 '-14 -J971.1$1 115.60 0.16 7-15 -161.60/ 167 .2S 0.01 15-15 -21.60/ 1901.25 0.015 15-16 -21471.l5/ 611.60 0.16 9-16 -1411.15/ Sl1.6O 0.02 Truss ID: WlR-A5 TC 2.4 Dfl 11 BC 2.4 Dfl II IiEB lx4 DFL STANDAR.D Refer to Joint QC Detail sheet for ~xilllUlIIRotiltionill Toll'nnu uud THIS DESIGN IS THE COMPOSITE RESULT Of MULTIPLE LOAD CASES. LOilded for 10 PSF non-concurrent BCLl. ~[:}~:leB:S~~ ~ ~~~d~~~il~~~~E~~nding. -CAP PlIES MUST ""TCH THE BOTTOol TRUSS. ATTACH THE CAP TRUSS WITH A 1X6 (FULL LENGTH) ON EACH FACE WITH Bd NAILS AT 6~ O.c. IN EACH CHORD. THE LUMBER USED MUST BE STRESS RATED AND CENTERED ON EACH GlORD. THIS CONNECTION IS FOR VERTICAl LOADS AND 24~ OF TRIBUTARY WINO LOADS BASED ON THE SPECIFICATIONS P<<)TED. LATERALLY BRACE THE FLAT TOP CHORD AT 24~ O.c. U.N.O. PER TPY. II), Wl!!b br.lldng ril'quirl!d .at e.ach loution shown. ~ Sl!l! st.llnd.llrd deuih (TXOI087001-001 nvl). Designed per ANSI/TPI 1-2002 ThlSdE'siqndoesnotac[ount for lon9 terll tilllE' delU!ndl!nt loadinll (crel!p). BU1ldinll oui1ner lIIUst .lIccount for this. IRC/lB trun pl.atev.alues .are based on ~~~t ~~In~I .a~~~o::~ ::p~~~~~ rr~ ~~il f~~b t~O] doculllents such .as ICBO 11607. End vertiuh designed for ui.al lo.ads only. htensions .lIbove or below the truss profile (if .lIny) requirl! ilddition.al considl!r.ation (by others) for horiz. lOilds on thl! bldg. 5-3-D 5-3-D 5.3..0 F~ F~ F~ F~ 5-J.<l 10-8-0 15-9-0 10:;_0_1'\ ",'.n 14._7.4 9' ., 2 34 .5 .. r B fB:iiO -8.001 5." 4.5 3.5-4 S=3.5-4 11 H3 11-4-<\ SHIP 1.5-4 1.5-4 T ~O-ib-8 1.7-11 . 4." 2.5-4 2.5-4 2.5-4 5.a S=3.5-4 4." }4-1 0-4 1~1-12 '0 11 '2 '3 d>4'" 15 16 STUB 7-10-8 7-10-8 p~ 7-10-8 ] 8-8-12 7.10.8 15-9-0 28-1.8 34-10-4 . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . tWJ:J'JG:~M'Ia1~#a%~O~~~~~~~;J~(~Jo~~~i~Jb?:; ~~~.~102~J:d)~~~Wu~J.PJllil~~ ~~Dtel W ARNINGRead al/ no.eSoOI> fhls st.ft~a;;Jg/ve <~qpy of/t to the Erect/ng Contractor. ~ T'*dnlgn.lof..lrdMcl....llulldinalXlff'4lOl18ftrd~~.IfIIhas~Oll~llfO'HbylhelllllTlClllNnlmanll8dlnt ~ _dD...in~wllhlhlteunent..ersionsolTPl~I~n$lanlS.alCl.,I'D~.--.dlofd_ntiDn8l8CClnCy.~ "'lOtlfl..etftlJ<lbylhe(l)mpOf"oenlmarllladurtr~~&IiiIiI"",tprio<"~_.tebultlinglllAig"",''''''''~lhaIlhelDad' utdIzedOlllhisdulgtl_Oteu:llledhloadlnQimposeclbylhelocalbuld"""Clldl!_lhe~~ ThldMign........lhallhelOClchon:l MOSHOFSKY ..~t...,btac:edbylhefOOlOtIbor.,.-'*'G_lI'lItbolll)tT1ctlordill~bfKedby.naid.,.-'*'ll~tfndIy~........OlN1'wiM _,Btadng_iSIofLlee,alSUlllD1ala>mponenlStnefTlbeqonlylOreducebucl<lnglength, n.~nl""'nolbe~1n1lf'Y ~.~ TRUSS ___"'ca.-Ihe__nlolll'll_",X~l~~....,.~j:QIIl~. F*caIe."....,...r.taII 5 h k 0 _bfXIIIIhisIn.a"~""'Ihe~~.'.....,c.rtIngo...l~""'ftt~~TlW*al"""_, t~1o ~~~~n~~~ COrS0901 ....NSVTPl'.,WTCAI.-WooclTrussc:.a.-lal~~Dhi;nRnfonsbM.'BUIl!l!<<>r..otA~~'O'FETYINFORMATKlN'- (SCSll.(l31_1ICS1 SUUMARY SHEETS' by WTCA." ~ ThftTrun ~ 'i~ITPn ilI~" 513 O~ Ottwe. 1,1..,.,... TRUSPlUS 6.0 VER: T6.4.1iNlKOnSIt>5311\1 T""'AnetanF__P_~%AF~I"~"'WIt'IIIh~.NW~_llOO.~.OC2OO3l5 Qty: <:5) This design bilsed Oil chord brilcing olpplied per the following schedule: IllaIllO.C. frOlll to TC l4 .OO~ lS- 9~ 0 lO-)- 0 UPlIFT REACTION(S) Support C&C Wind Non.Wind 1 -63lb 2 -65lb This truss is designed using thl!! A5CE1-02 Wind SpeClficoltion Bldg Enclosed. Yes. Imporunce futor . 1.00 Truss lOCiltion .. Not End Zone Hurricilne!O<e.lln line. No i hp Ciltegory . B Bldg lenyth. 50.00 ft. B dg Width.. 20.00 ft ~~n5~~~d.a~~i~~u;.lIn~~:6~:~'l:: .- 10~~ psf ~~ i l~:~o~:n'::i ~n~i~~ a~~i~~ Res i st ing Sys telll Tributary Area . 10 sqft t.XPIfreS: DUlJor.lOO5 6;8;2005 Cust:: WALTER \K): Drive_C-wlr4_LOOO06_JOOO07 Dsgnr: IlC - 3' \<T: 299' TC Live 25.00 p,f DurFacs L_1.15 P-1.15 TC Dead IS.OO psf. Rep Mbr Bnd 1.10 BC Live 0.00 p,f Rep Mbr Comp 1.10 Rep Mbr Tens 1.10 6C Dead 10.00 p,f O.C.Spacing 2- D- O Design Spec IRC-2003 TOTAL 50.00 p,f DEFl RATIO: Ll240 Te: l/24 Job Name: WAL fER ORC X-lOC REACT SIZE RI:Q'O 1 o~ 2-12 1587 S. SO. 1. 69- 2 ]1- 6-" 158] 5.50. 1.69- ORG REQUIREMENTS shown ue bued ONLY on the truss milteri.l at eilch be.uing MAX DEFLECTION (span) : L/999 IN MEM 11-12 (LIVE) l. -0.10. 0.. -0.10" Ta -0.21" CRITICAlI'lEl'eU fl'tlCES: l~i ~i~~' ~ TETI~ ~s} o~U 2-3 -19% .1 I 12~ 1.110 D.4} )." -lIIlli .1 I 1311.150 Q.H 4-S -1411 .1 I lilo'l1.60 0.40 5-6 -1019.1 I 1601.60 0.22 6.1 -un .1 I 1621.60 0.4' 7-8 -1079.1 I lI91.60 0.45 ,_, _H .6. I 106.1.a 0.1$ " ""'l'"'r ""f m 10-11 -1401.601 16611.15 '.EO ll-U -Sll.601 14511.15 O. ~9 11-11 -S21.601 14511.15 0.19 U-I" I 11191.H D.H H-U .iUH:~~~ L026 l.a D.H 1)-16 2116 l.1S 0.)6 .. aM'.~w.., ' "'''.'''! m 1-10 -1&41-15 71 .60 0.02 2-10 -21]) '.a 43.60 0.61 2-11 -llll( .n lSl .60 O.OS 4-11 -2H .". Hl .15 0.16 '-n -S70r .n 103.61' o.n 5-ll -111(.60 '" .1 1 0.25 S-t4 .1ZO{ .n " ,60)0.14 6-14 -9f.60 '" .1 1 0.14 7-14 -6ml:~, m .6010.0' '-IS " .6")0..' &-15 ." .llo.n &-16 -1~i~H:~~/ m :~;~ g:~~ '-16 no Truss ID: WLR-A4 Ie 2.4 OfL II Be 2114 OFL 11 \WEB 21(4 on STANIWlD R~hr to Joint QC Deuil Sheet for Max;1IIUIII Rotational Tol~ran(~ us~d THIS DESIGN IS THE Ct>lPOSITE RESULT OF MULTIPLE LOAO CASES. Load~d for 10 !>SF non-(on(urr~nt BCLL. ~[~}~~~B:S~~:: ~~~d~~i~Ra~~~~[~~nd;n9. ..(AP PlIES MUST MATO! THE BOTTt>I TRUSS. ATTACH THE W TRUSS WITH A LX6 (FULL LENGTH) ON EACH FACE WITH 8d NAILS AT 6~ 0.(. IN EACH CHORD. THE LUMBER USED MUST BE STRESS RATED AND CEp(fERED ON EACH CHORD. THIS CONNECTION IS FOR VERTICAL LOADS AND 24M OF TRIBUTARY WINO lOADS BASEO ON THE SPECIFICATIONS NOTED. LATERAlLY BRACE THE FLAT TOP CHORD AT 24~ 0.(. U.N.O. PER TPI. M Web brac;nq required at each location shown. lj See standard details (TXDI081001-001 revl). ()@s;gned per ANSI/TPI 1-2002 This design does not a((ount for 10n9 tef1ll time dep~ndent loading (uee!;'). Bl,1l1ding IRg,~~~ni~u=~s~l:~~o~~~u:~r a~~l~~sed on testing and approval as required by IBC 1703 and .l.HSI!TPI and are reported in available dOUIlII"nts su(h as ICBO 11607. End verticals designed for axial loads only. Extensions above or below the truss profile (if any) require additional (onsideration (by others) for hor'iz. loads on the bldg. Qty: \U ~~ ~~ ~,~ 5-3-0 5-3-0 5-3-0 . ~ " ;::; N 5-3-0 10-6.{) 15-9-0 [, 1!'i-q~ ....." 11-fl,...ll 2 3 . 5 . i 8 re:oo ".001 5.. 4-5 354 5=3.5-4 11;-8 114-8 SHIP T '.54 3-8.. , ,0.W-8 --, 1 3.5" 2.54 2.54 3-5 5=3.5-5 ... 2.5-6 [10 ~1'9~ .4.3-0 11 12 '3 d/I'1 '5 '6 i'/>lllJB 7.10-8 7.10-8 F~ 7.10-8 r* 7-10-8 15.9-0 28.1-8 . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . This deslgn based on <-hord bracing applied per the followlnq schedule: IILiIXO.t. frol:l to TC 24.00~ IS- g- 0 20. 3- 0 UPLIFT REACTION(S) Support C&C Wind Non-Wind 1 -55lb 2 -69lb This truss ;s desi9ned using the ASC[7-02 Wind SpeClf'iution Bldg [ndosed .. Yes. Il:Iportan(e Factor - 1.00 Truss loution .. Not End lone tlurriune/O(ean Line.. No i ElIp Cate90r~ .. B ~~~~ ~~~,t~ei h~O~OOI~~69Bf~? :~gth__ 8~'OO ft TPI Standard &((upan(y, Dead lO.ld.. 10.2 psf Designed as Mai" Wind For(e Resisting System and Components and Cladding Tributary Area.. 64 sqft 1EXJ'1R1E5: Otif.J(Jf".oIl!OO5 6/0;2005 t~:aIJGe's~J(.;1~~~~Oo8il~~rr~i~elfl;~~~~~~~I~J~ ~~.~~02gJ;d)~~J8,~:utt%P~~ ~~iJlel PIlI AkNINGRead all notes on this sheet ..11 Vlve a copy of It to the Erectlnll Contractor. ~ ThildniQn.tor..~IluiIdr.g~ . ._ .ha~on~~b,""alft'ClOfwnlm.uacll.nr ~ __lnac:r:onl..-.:llwtt>lt-.curoenr___ofT1ll_M""+~:Na~"..,pdbrd..-si::Jnalacancy. ~ _lObe..,..., lIylN~" ....v_, ~!.fr.g).+,pr'QrIOI""".~ buildong....ner.....iISCII!lUinll'>-'lt-.lDa:Is uI;lizedonllWdllsig..._Ofe.ceedlNlO.,"'lI........lrlhelqplbuildmg..andlhe~~ T""<lnign__slhal_lOfIc:hon:l MOSHOFSKY i5~braC8db,lheIOOfOflklorshe~andlhllbollonlc:hon:l..~brxedllyarlgdshe-'*'ll....rtaldQdly~. unlesaOlherwlse 1'IOled_9'adnllshowol..br_alllUllP>'101l;Dm1lOf1l1OlS~onl'rlO'''''.-:.buddjnlllll''lllh_This_..aI\IIIlllIlbeplxedlnany ~ TRUSS ~__causellWl_tonIe..oIlhe'_Il:J..C8edlO'Jl,anSII)r."..........-plaIII_ fDoeale.l'Iandlll.1nMaI 5 h k 0 _brx.lMll'Usaln~_Ih!IIoItIwriO~..Jolr'(...CUlbnllllJUol..efIOIU"lPbblIl~~T~al~_. 444 Hart; par r. ANSVTPlt. 'WTCA1.WOCIdTl'USSeo..dolArroi!nea'lanIiItI:lo..on 8UIlC'ING co""'OH!NI1AfETY INfORMATION" Cola Spnngs, CO 80907 CSCSI 1.roland '9CSl SUMMARY SHEETS b,WT(;A.,TIIIl T~Tf'USSPhl~(TPrl!'~'tJ~'""iClOrr.e MilldlSOfl TRUSPLUS 6.0 VER: T6.4.1 WOS<<lIlSll'l.5J7l11 ThlIA_ncanfOOlSlandpape''''~{AFiAIIlI~~1~'~1~s~'~ "",,_~q ~aI'Mno:ItOn DC 2003& Cust: WALTER WO: Drive_'-wlr4_LOOO06_JOOO07 Dsgnr: IlC _ 34 wr, 287' TC Live 2S.00 p,f DurFacs L-L 15 P_l.15 TC Dead 15.00 p,f Rep Mbr B,d l.10 BC live 0.00 p,f Rep Mbr Comp LID Rep Mbr Tens l.10 BC Dead 10.00 psf O. C. Spaci ng 2- 0- 0 Design Spec IRe-2003 TOTAL 50.00 p,f DEFl RATIO: L/240 TC: l/24 Job lI!Iame: WALTER BRG X-lOC REACT SIZE REQlD 1 0- 2-12 1797 5. SO" 1.9r 2 31- 6-" 1587 So 50" 1. 69~ BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing ~9gE~~E~~~1~i~a(lI~E) L= -0.10" 0- _D.IOR T. -O.21~ CRITlCAlI'UtlU FMCES: Te exM'. .:MI.. I TEIIS.IOUR. at 1-2 -921.15 I IH I.IS O.U 2-1 -19961.151 110 1.6C. O.H 1-4 -18161.151 1151./iC. 0.41 4-5 .14711.15/ 1611.6C 0.40 5-6 _lOJ91.1S1 lS91./iG 0.22 6-' -lJ751.1S1 1621.60 0.46 ,-. -1079 1.1S I 1191.150 0.45 11_9 .H 1.601 106,1.1S D.H 1O~~1 -l19!""j 16611.1S o~ 11-12 ro:~ ~~ T~~~::~ 0.59 12-13 -461.60 H511.1S 0.19 B-t4 11191.1S 0.41 t;:t~ -i1:H:~~ 1m U~ g:;~ ... COMP.llUR./ TENS. OUR. CSI 1-10 -J9-l1.1S / 1221.60 0.05 2-10 -21H 1.151 41: 1.60 0.67 2-11 -In 1.151 101.60 0.05 4-11 -121.60/ 1521.lS 0.16 4-13 -He 1.15 / 971.60 0.23 5-13 -H 1.601 5741.15 D.H 5-14 -22C 1.1511 IE 1.60 0.14 6-H -91.601 H! 1.1S D.H '-14 -1121.601 1291.60 0.01 7-15 -6611.1S/ 111.60 0.49 8-15 I Be 1.U 0.41 ::t~ -1~~H:~~~ m U~ g:~~ ~ MOSHOFSKY ~ TRUSS 4445 Northpa rl< Dr. Colo Sprjngs, CO 80907 TRUSPLUS 6.0 VER: T6.4.1 Truss II[): WlR-A3 Te 2x4 OFl 11 BC 2x4 OFl 11 W'EB 2)(-4 DFl STANDARD Refer to Joint QC Detail Sheet for IIoIaximum Rotational Tolerance u5ed THIS DESIGN IS THE COMPOSITE RESULT OF KUlTIPlE lOAD CASES. loaded for 10 PSF non-<:oncurrent BCll. ~[:~I~I! B:~n :J:i ~~~~d~~M~~R a~~~~E~~ndi ng. -CAP PLIES MUST MATOI THE 8OTT()4 TRUSS. ATTACH THE OJ' TRUSS WITH A 1X6 (FUll lENGTH) ON EACH FACE WITH 8d NAILS AT 6" O.c. IN EACH (HOOD. THE lUMBER USED MUST BE STRESS RATED AND (ENTERED ON EACH (HORD, THIS CONNECTIOH IS FOIl VERTICAL LOADS AND 24~ OF TRIBUTARY WIND LOADS BASED ON THE SPECIFICATIONS NOTED. LATERALLY BRACE THE FLAT TOP CHORO AT 24" O.c. U.N,O. PER TP!. Web bradng required at each location 5hown, ~ See ~tandard detaih (TXOI087001-00l revl). De5igned per ANSIfTPI 1-2002 This design does not ilccount for 10n9 term time dependent loading (creep). BU11ding Oe~igner must account for this. IRC/lBC truss plate values are based on testing and approval as required by IBC 1703 oilnd ANSI/TPI and i1re reported in i1vailable documents such oilS ICBO 11607. Endverticalsdesiqnedfora)(ial10adsonly. E1ctensions above or below the truss profile (if any) require additional consideration (by others) for horiz. loads on the bldg, ~~ F~ F~~ 5-"" 5-3-0 f-~.(J . ~ " ;:;; N 5-3-0 10-e-O 15-9-0 1fi.Q.n .6,-P..:r' 11-f."l 2 3 4 ., ., 1 .. ra:oo "'.001 5.jj 4-5 3.54 S=3.5-4 11-4-8 11. 0-3 SHIP T 1.5-4 3...... O-to... 1 3.5.jj 2,5-4 2.5-4 3-5 S=3.5-5 4'" 2.5-6 W 11-~-P .4-3-0 10 11 12 13 ...~ 15 16 i'/5l1lJa 7-10-8 7.10-8 r 7-10-8 r'* ,0 7-10-8 15-9-0 N 28.1-8 . . . . . . . . . . . .' . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . tWJ:a'o~G:~m1:#a%~OolIDe~~~~~~;~~;M~~~~~CS~i~Jbre ~~u~.bT=1029~dlb~~w'ftl,~,~j~1~~p~m~ f~Olel WARNINGRead all nQte,"pthls s/J_d glre a copy ofltto the Erecting Contractor. Thildesignislor"'IrdMlualbuildinCl~rdtn;J+_ h~beWts-Ion _. . ~. _~b'/''''''D;Impo_INfIII:IIC:lIn' __irlaocon:larlOllwllt11he~""_.lf'I..AF6AdnlOn"..an;ls_ Mo~~lord"""nsionlIl;oc;:curXy, 0iml!nsicJr'<s _lObe""flfiedby1he~"'m;onul:llC:lln'''''''~dnlOne'~la~_ TlWbuIldi.dnlOner_iISDI!rtair'llNlll1heloads ulilizedonlhisdnign"-'ore'OI!ed1heklad~~~1he~~<::oOe;A:t1he~~_Th!deslQna$SUlllHlIIM1helOpct"Ofll isl3le,;ollybrKedby1heroolorlloo<.-"inCI_1hebollomd'lordisl:ale'allybr:acedby.rig(lllhe~molIerialdoredly:allXhed,unleao1herwi$ft noIIld. Brxingshowflislorl3ler;olRlllllDrlolc:ornp:menlSmembersonlylOleducebucldlngle1lg\ll_ TllisCl)m(ll:lnenlsllalnotbepl:acedirlall'f' envirorltnenllh;olwilcon.r.-1he moist!n alI"IlI!n1 01 1he...ood 10 e.OI!ed 19'11..ndIo<C3UWc:otW'iedOrpl3!ealtl'Ollon, FabricIItl!l,h#odll!.in$lalI _br:KlllthislnJ$Sirlaocon:l:anDII_lhlIa~.rd"J8lnt_C~riRf,:'''''dbleWs+fromT'''''''~soIIw_. 'ANSIITPII',WTCA,'-WoodTrussCouncilolA ncJs tlwn~Yl~' UI~O~ cct"ENT SAFETY INfORMATION". (SCSI l-oJ).nd 'SCSI SUMMARY SHEETS' by _ CA.lrw:l~he T""5 i'fttwre I Ij"~ ,,51\p'0n0lliD OnYe, Madison, WlsaInsirIS371g TheAmerical'1Foreo:l_F';o~ss,,::iaI...{AFPA"'~)IrI'.' ....~.,w.-;telllllD,W..hing1O<>.OC2OO3& Qty: C V Thi!; de!>19" b.ased on chord bncing applied per the fol1OWlng ~chedule: max o,c. frOlll to TC 24.00. 15- 9- 0 20- 3- 0 UPLIfT REACTION~S) : Support C&C Wlnd '-Ion-Wind 1 -961b 2 -69 lb This truss i~ desi9ned using the ASCE7.02 Wind 5peClfi<:ation Bldg Enc1o~ed .. Yes, Importance Factor = 1.00 Truss Location.. Not End lone Hurri<:ane/Oce.an Line = No . Exp Category" B Bldg Len~th _ 50.00 ft, Bldg Width.. 20.00 ft ~;~n S~~~da~di8~~u~an~~ :6~:~ 't~~~ .. - 1O~~ psf ~~i l~:~o~:n~~i ~n:i c~.a~~i~~ Res i st; ng Sys tem Tributary Area _ 64 sqft EXPIRES: 06I"J0I2005 6;8/2005 Cust: WALTER wo: Drive_C-wlr4~L00006_J00007 Dsgnr: #LC.. 34 WT: TC Live 25.00 psf Durfacs L-1.15 TC Dead 15.00 psf Rep Mbr Bnd BC Live 0.00 psf Rep Mbr Camp Rep Mbr Tens BC Dead 10.00 psf D.C.Spacing De5;gn Spec OEFL RATIO: TOTAL 50.00 psf 290# P-1.15 1.10 1.10 1.10 2- 0- 0 IRC-2003 L1240 TC: L/2". Job Name: WALTER BRG X-tOC REACT SIZE REQ'a 1 0- 2-12 1798 ').50~ 1.9r 1. 31- 6- 4 1587 5.50" 1.69" BRG REQUIREMENTS shown are based ONLY on the tru5s~tl!rial ilt each bearing ~9~E~~E~~~1~~~a(~I~) l.. -0.26" 0- -0.26" h -0. sr OIITlCAlI'UIIU ~as: Te ClM'.[JJI./ TE.NS.M. CSI 1-2 -100 l.IS I UTI.IS D.n 2-' -41lCl.l5 I 1111.60 D.SO ,.'11 -3941 1.U I 11~ 1.60 0.4' 4-5 -14451.IS/ IS! 1.60 0.19 )-6 -U12 1.15/ 16] 1.60 0.24 6-7 -U9!l1.U/ 2011.60 0.59 7.1 -13'1' 1.iS I .] 1.60 0.5' 9~~ ~~~~60~~ '~;~1!~sl o~J 10-11 -90h.60S, B201.15 0.80 11-12 I IOl1t.IS 0.66 12-1) -193(1.60)/ 2011.60 0.51 WB CCM'.-lXJfI./ TE'-'S.DJll. CSt 1-' -4031.151 11J.60 0,05 2-9 -'IlOlI,n/ 111.60 1.00 2-10 -2]1.601 112.250.01 'I-to -141.601 26S11.1S 0.68 4-11 -16S11.lSl 132.60 0.66 '-11 -11.601 Hl.1S 0.16 6-11 -4" 1.60 / 211.15 0.12 6-12 -1221.601 165.60 0.21 7-12 -5lJ 1.U I 195.60 D.H 1-12 -111.601 124ll .15 0.55 1-13 -1551(l.lS! 19 .60)0.21 ~ MOSHOFSKY ~tA-':l TRUSS 4445 Northpark Dr. Cola Springs. CO 80907 TRUSPLUS 6.0 VER: T6.4.1 Truss ID: WlR-A2 .---- Qtv: ( e Te 2x4 Oft II BC 2)(4 OFt II WEB Zx4 .OFt !lTANOARD 2lc4 'OFl (ONSTR 10-4 Refer to Joint QC Oetail Sheet for JIlaxillltJlII Rotational Toler."c!'! usrd IRC/IBC truss plate values are bUl'd on tuting .lInd approval as required by IBe 1703 and ANSI/TPI and are reported in .J.v.lIilable dOCUlIM!nts such as l(BO '1607. End verticahdesigned for u.i.alloads only. btensions above or below the truss profile (if any) requ;rl! .1dditional (OMideration (by others) for hadz. lo;ads on thl! bldg. o Web bradng required .It each lautio" shown. 101 See standard details (TXQ1087001-0DI revl). Designed per ANSI/TPI 1-2002 Thisdesigndoesnot.JCcount for lon9 terlll time dependent loadi"; (creep). BU11ding TH~5~lSiGN i5tT~~CC;~~~~Et~aULT OF MULTIPlE LOAD CASE!;. Loaded for 10 PSF non.concurrent Bell. ~:}~:le BME~ ~ f;:~d~~M~:R il~~~[~~nding. ...QJ' PLIES MUST I'\A.TCH THE 8OTT\)o'I TRUS!;. ATTACH THE CAP TRUS!; WITH A lX6 (FUll LENGTH) ON EACH FACE WI1H 3d NAIL!; AT 6~ O.c. IN EACH CHOOD. THE LU,",BER USED ,",UST BE STRESS RATED AND CENTERED ON EACH CHORD. THIS CQNNEGION IS FOR VERTICAL LOADS AHD 24~ OF TRIBUTARY WIND LOADS BASED ON THE SPECIFICATIONS NOTED. LATERAllY BRACE THE FLAT TOP CHORD AT 24~ O.c. U.N.O. PER TPI. 5-3-0 .5-3-0 .5-3-0 ~~ ~~ ~~ 5-3-0 1G-6'() 15-9'() , ",SI-l1 4_1Wl 11-6..0 6' 2 3 4 5 6 i re:oo ---:e.ooJ 4-5 5-6 11-4-8 5-10 5"'3.5-5 1.5-4 ~351 3-6-8 1 3.5-10 2-4 1.5-4 O-W-a 4-12 5-16 0-;t6 ~ W!L 7.10.4 ~ 7-10-4 :'11.9:11 9 10 11 ~-3-12 7.10-4 8-3-12 16-2'() . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . 15-7..0 9.10..0 ,..().() 12 5-9-0 31-9-0 .4-3.0 13 STUB J t~;JIDfff~~~~~rfa~ODlIDe~~~~Dt~wr~'~a'~~~~~~i~.Jb?:; ~'fu~'b~o2N~dl~~~Wle:h~{t%Pot1~ ~~Dle\ lIlY ARNINGRead all "ote"",n thls..hee~ltnd g,.... a copy of It to the Erecting Contractor. T"'dWgn.lor"'IndM:l"'buIIllr.g~Nn&*~. 11...+--10111. . ,j.. ,.. . . byhton'(lOl'lllNmanU'aa.n< _doneln~__CUll'eNoe_f1iP1""",,"'dKign~JkI~."""""lold""""""-KY. OimI!nIiona _lClbe.......,bJ_~manulac:lU'el..-,,~dn9-cn.lClf~- Thebulldilllll6esignefmusl8Klll~1l\III""'b;lds l.dIledonlhisdes9n.......Ofe1o:eedlha~lItlha~~~CD:le.,Iha~~- Thednii;ln_lhallheepcl'Olll os..rlllybtacedbJlheruol'Offbor....alI'lingnlhaballDmdollis......,llrilCBdtlylngGsheattoing"'*"*dO'edIyllUChed. ...Iea~ _.8rxjngshownillbl3lefal~olOllfl'ClOl'lMS~odylClredueebuOinllleftlllh This~NlfIIIIl'Clllbeplacedinany enWvrmenllNll..CNRll'emois!lnlXl.....olll'e"'llOdIClt'11;l!eC119"ll.andIa'causec:orrcdol'pl;deCl)mlSion. F~.I'IandIe.~ andllraeellllslruSSln~wlhll'e..,.".II'dS....lIIlandlJbttlnfOeuilR4tlorb.~oIlputInllllT~II.:lftware. ....NSIITPII.. WTc.r. 1'-Wood TrussCouncilol~ Su.&nl ~n ~~~8UIl0fll0t;~~NTSI.FET'I' INFORMATION". (SCSI l.03I..-.d15CSI SUMMARY SHEETS' bytT"'_=-PI. The ~~~ :Pll>>~)!e:O'OMfr\DOtIoe. MadISOn. W"""",,,,!J1lll T"""'l'!'ericIn FOflllll..-.d P.pw A~~n I...FP'l61S ~-' il'l ir9"'l "__~S.fOO. WHIlIng\Dn. DC 200:1& This design based on chord bracing applied per the following schedule: lIIall'o.c. frolll to TC 24.00" 15- 9- 0 20- 3- 0 UPLIFT REACTIOH(S) Support C&( Wind Non-Wind 1 "96lb 2 "691b This truss is desi9ned usinq the ASCE7-02 Wind SpeclHciltion 81dg Enclosed. Yes, Importance Factor "' 1.00 Truss location"' Not End Zone Hurricane/Ocean line"' No , hp Category. B Bldg Len,th _ !;O.oo ft, Bldg Width"' 20.00 ft ;;~"s~~~dil~~ig~~IJ;an~::6~:~'L~~~ .: 10~~ psf Designed as Main Wind Force Resisting System and COIlIponents ilnd Cladding Tributary Area "' 64 sqft 11- 0-3 SHIP EXPIREs: O~ 6/8/2005 (un : WALTER WQ: Drive_~wlr4_L00006_]00007 Dsgnr: Il( _ 34 WT: 270' Te live 25.00 psf DurFacs l_I.IS P=I.IS Te Dead 15.00 psf Rep Mbr Bnd 1.10 Be Live 0.00 psf ~:~ ~~~ ~~~ i:ig Be Dead 10.00 psf O.e.Spacing 2- 0- 0 Design Spec IRe-2003 TOTAL 50.00 psf DEFl RATIO: l/240 Te: L/24 Job Name: WAL TIER CRITICAl i'V'IBE~ FCllCES, ~ MOSHOFSKY ~(,")"'1 TRUSS 4445 Northpark Dr. Colo Springs. CO 80907 TRUSPLUS 6.0 VER: T6.4.1 Truss 10: WLR-A1 T( lx4 DR .1 BC 2x4 OR '1 GSl BLK 2)(4 OFl STANOARD Refer to Joint QC Deni 1 Sheet for "'-a.o:ilIIWII Rotation.l Tolerance used IRCIIBC truss plaU values arE" based on testing and approv;ll ;IS required bV ISC 1703 and AHSI/TPI and .;are reported in aVoIilable docull'Ients such as 1C8011607. PLATING BASED ON Gl{EEN LUMBER VALUES. End verticals designed for axhll loads only. Exu!nsions abovl! or below the trun profile (if ..ny) require additional consideration (by othll!'rs) fOf horiz. loads on the bldg. -CAP PlIES MUST MATCH THE BOTH)II TRUSS. ATTACH THE CAP TRUSS WITH A 1X6 (FULL LENGTH) ON EACH FACE WITH ad NAILS AT 6~ O.c. IN EACH CHORD. THE LUMBER USED MUST BE STRESS RATED AND CENTERED ON EACH CHORD. THIS CONHEGION IS FOR VERTICAl LOADS AND 2.- OF TRIBUTARY WIND LOADS BASED ON THE SPECIFICATIONS NOTED. LATERALLY BRACE THE FLAT TOP CHORD AT 2.- O.c. U.N.O. PER TPI. Desi;ned per AHSI!TPl 1-2002 This desiqn does not .ccount for 10n9 term tillll!dependent 10,Ulin; (creep). BU11ding TH~5~ls~&lIIirT~~(C:~~~~E t~~~ULT OF ""ULTIPlE LOAD CAU5. Lo.ded for 10 PSF non-concurrent BCll. Dr.in.;e must b@ provid@d to avoid pondinl;1. B~~rDi~ ~~~1~~R ~~S~l~ERf~ l.:~~ t~~~. ['I;.ble bratin9 relluired " SO~ intervals, i elCposed to .,nd load .p~lied to face. See -Gener.l Gable Det.ils , c00206503S. ~:q~~;:<!~~a~~~q t ~~s~h1~~~i ~~ct ~ n;e~~~ r:~ later.l loads. Lateral loads and their connections are the responsibility of the building designer. '.4.{) ,.4<) , FFFFFFFFFFF n FHFFFFFFF~ ~'" 1 2 3 4 5 6 r 8 r;;:oo- 4-6-0 . Jl-2.-Q t 9 10111L:131415 161l18H:l2UL:12223!ci -8.001 4-8 4" ,j r ~ 5-5 ~ ',,- ~ " 11-4-8 '",- 11-0-3 > > > > > > > > > >> > ~~+ SHIP ~O-fo-8 'ljj 5-5 ~~ \&ll _ :lj..P:I1 _ 4-3-0 ~,27f'n'ffffrfrfn'fffrffnf~B 1.4.{) 1.4<) .. . . TYPlCA~~~TE. 2.5~ . . . .. . . . .. . .. .... . . . . . . . . . . . . . . . OVER CONTINUOUS SUPPORT TiU'''. '~''''''' "". 10,>,,20 03. """,..shown "'-"-("03.1. -H""603l.",.MX-f1WMX20oa.)."""""",,.,J,,oI P',,~'rsR'oon Cin:led tesand false frame lCtes are oosllionooas 5l'il:1NrfaBOve. 'Shll'llltlble stud blales loavOld OV9f1aowitti"structur.J oIales for'staolel VilA NIIVGRead alI."~te,"1' thl, JO""'2Ihd girl' copy of It to the Erecting Contractor. n..dft9l.for~~buildilQ~nct~~,n~...~.. _'_.' Jl'O"dedtJ,IIltCOl'llOOf'lelll~f ..-ddaneln~w'l:hIN~~~"I_A~Ades9n_3nlI," ~bld"""""'IICClnC'J'_~ ...tlbe~bylhlla>mporenl~_...t>8Ild"'dnigrer~I~_ ''''buIkl~def;ig''flllUll''':'rbIin_\l'leIoacl. tdlz<<lonlNS~_OIe.ceedllltloacl..t~rJfllWbealtJ<l,""axlI!""'II'le~.lIpPIeatIOtI,TI'Iol,,"iOn.......-.n_IhII"PdlOn:I ill3Ierallybrac:eclbylte_forllootlhe~..-.:llhl!boItomd'lord..l3Il!r3ltybracedby.rigldshot;Jlt1inQmRlri.llldinlenv_. unlessOlt>llrwiM ~.B'IidnO....,.."..bI...,..",-"aA~"._onIylO<educ:ebuCl<InQleftgttl,Tllisoomponllnllhlllnolbeplacedin...., ~_...~Ihe-...eCOllle..orlhe-..oodlOe.c:e<<I'9'llo;nl.'l;wQlUM(OI'lI'OIn;II)fCll*(DtIOIOI'l F~.I\atIdIe,~ an::ltncehlltuU"~..chIhe~~"".~_~Re~''''''''lsoo&u'''''''T''''.softw_. ....NSl/TPll.. WTCA "-WOClClTruuCoon:lld~~~n........ ~,~ori~NTSAFf.TY INFORMATION". (8CS'l~)_1JCSISUMIoIA.RYSHEETS'by.~nlI"', T..T....~__(P11..~._.J.~._ _ . er-.MJdI!lOl1. W_~719, ''''''AlIIl!ncanF_'''P ("'FP"'~~l"l _SIftI,_.~lIxI.wWWlglOfl.OC2'0036 Qty: 1 This desi;n based on chord bracing applied per the followinl;1 schedule: lUll O.t. frOlll to Te 2-4.008 15- 9- 0 20. 3- 0 This truss is desi9ned using the ASCE7-02 Wind Spetlfication 8ldl;1 Enclosed.. Yes, Importance Factor = 1.00 Truss Location. Not End lone Hurricane/ekean Lin@ .. No , Ew:p Category. B Bldg Lenlth.. 50.00 ft, Bldg Width.. 20.00 ft ""un roo height.. 13.69 ft, mph .. 85 TPI Standard Occupancy, Dead Load.. 10.2 psf Designed as Main Wind Force Resisting Systelll ilnd COlIlPon@nU and Claddin; Tributary Area.. 64 sqft f:.XPIKtS: O~ siai2005 (ust: WALTER WD: Drive_C-wlr4_l00006_J00007 Dsgnr: #lC. 34 WT: 4261 Te Live 25.00 pst DurFacs L-l.15 P_l.1S Te Dead 15.00 pst Rep Mbr Bnd 1.10 Rep Mbr (amp 1.10 BC Live 0.00 psf Rep Mbr Tens 1.10 Be Dead 10.00 pst D.C. Spacing 2- 0- 0 Design Spec IRC-2003 TOTAL SO.OO psf DEFL RATIO: L/240 Te: L/24