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• ri 'yob Name AMBR01SE • Truss ID: AA-GT I.i x-3.2C SEA:r 3 Q : 2 Drw.e 22C pS:'C tn j 0` "1? liar i 5;•• 2.4S- E^ 2x1 SOP ?1/(r2-CAV P atirg spec : AN31/TP= - 1995 0-PLI?7 ABACZ IONI3) 7-12 3304 E.5:• 2.69. 2x5 SP1 C1653P1.5I TS:3 QCs:GN _S T@8 COMPOST_1 2_?01T 07 Support CSC Wind Kon-Wind td n?331v:8tf5'7a s.-.r-. a-a eased O1Yr I33 2x3 SPP 9..L;-CAN KL•:.TIOLE LOAD CA969. 1 -772 lb Pa me cress aaterna2 a: each Des_a. Ltosber shear a.:ewab_+es acs per IDS. CPC/r5C truss plate values ere based cr. 2 -800 lb -'o Lorded for 13 PSF nen-concurrent 3CLL. testing and approval as required -c r.RCC 32, _ • • - - _ _ by /BC 'i43 This -5 ss is designed using the i:ld 0.;3 MCC- al heel. pattern shown 1s fur PLY leads oil • and oeLtsARST/ Su and are reported in available ASCE?-94 Hind Specification x-a 4 == O.:C Y• doctsoe:tcs as as rCEO ►164`. Bldg Lnclosed . Yes, Ind coons Pacccr . :.00 -19): 0.:) 2 ?e 0.31. Ccncentramed leads MOST be distributed tc Drainage must be provided to avoid ponding. Truss Location . Not End Tone 3-3 -1:11 0.03 e..a 0.2± each ply equally. On multi- ply wing member. Permanent brsel:sg is pplirred !by SCSIr1I to Hurricane/Ocean Line - No Exp category • 6 use 3• nails min. into btu carrying member. prevent rcCatLoa/iopplirg. sae SCSI :-OS Bldg Lanett • 40.CC Et, Bldg Width . 21.20 ft l'eRCS AX. ENG _,_ for more then 2 ply, use additional fasten- and ,Jls-/Se1 L. Meat roof height . -29.06 ft, mph 9C 5-s -.. ^.:s C 67 �`E+ ars ea indicated !row, the back pigs, or use Sad verticals are designed for axial loads Tp: Standard Occupancy. Dead Load . :2.0 ps! s s., y .. 4_ any otbe= approved detail :by ethers). only unless noted otherwise. Des lgned as Slain Wind Borns Cesiat:ng System '- Nail - • • • .• • - • Extensions above or below the truss profile ant Compooeeta and Cladding rosqft e-. CS- r_g 2 2..t! 'K' 2V!2.74 BCR, staggered (Der N?SJ• of a f or eas=e •.s. its -ids• ''•` l•r 1.5r +_ C- 2 WEB_- 2 ••Pei 100r•.. Indicatedonly. designed loadsTributary at LCAD CASE Area . OPl. 0391011 LOADS -_S _196 C.45 4-6 .444 c•45 the end c! the extensions have not been Dir :..Plf L.rAC i.Lli B.Los L.l2: ( 'd 3.'`- 4.: -256: 5.4C considered unless shcwt. A drep-lea to an TC vert L10•C0 - - 5- 4 110.33 0- 0- C 0.62 ctherwise unsupported well may =rears a TC Vert 00_0C C- 3- G 90.03 2-11- 0 C.73 hinge effect that requires additional design TC Vert 45-3C 2-11- 4 45.00 6-11- 6 0.28 consideration (by ethers). TC Vert 90-IC 6-11- 4 90.00 9-1C- 0 0.78 1r Vert 110.•)7 9-:0- E 110.00 11- 3-12 0.64 3C Vert 20.0.1 0- C- 3 20.00 0-11- 4 0.00 BC Vert 10.00 0-11- 4 10.00 6-11- 4 0.00 BC Vert 20.00 8-11- 4 20.00 5-10- E 0.0: _lype_.. lbs X-Lee LL/T:. 3--- _{2-1-3 3-10.8 1 TC Vert 60.0 - 1- 5- 4 3.0C 3-70.8 68-0 9-10-6 TC ve=t 60.9 11- 3-12 1.00 CRITICAL POINT LOADS I I 3-10-8 l 2-1.8 3-10-8 Type R•Loc Max/Dur lain/Dur 2-PLYS3 4 03 TC Vere /-11- S 103/1.15 -115/1.60 IC Vert 4- C- a /1.15 -01!1.66 2A1 IF REQUIRED 1 - _ TC Vert 5-13- 9 83/1.15 -04/2.60 a--1 '14.00 TC Vert 5-11- S 170/:_15 -115!=-60 UD SC vert 1-11- 4 905/1.15 -43/:.60 to T 5-6 1 aC Vert 1-11- 4 30/0.04 -17/1-60 cn .2 a^ Vert 3-11- 4 74/1.25 -52/1.60 th j T EC .art 3-11- 4 585/1.15 -41/1.60 /II:I �! BC Vert 5-11- 4 1302/1.15 -102/1.60 �• I 1 BC Vert 5-11- 4 74/1.25 -62/1.60 C%3 r. BC Vest ?-I1- 4 1707%1.=5 -LC2j1.E0 In Illi t' I BC Vert 7-11- 4 74/0.96 -L7/1.60 cn6II.e II t 6-11 6 KLR DSPC.EC:ION (span)rl SHIP L?999 ttP31 6-7 1L_'VB) LC '2 I T 58 :% X11 �� . 54 Zr -;,.05' Dt• -C.03" Tx -G.09� I II l ti I r noir.- Locations j 2-5.2 Ill 2.5.2 1 frfl : 0- 0-5 \ 2 0- 07 0- 08-129 3-6 3.6 • 1.11-4 2.,11A1 5,11 Zal Int 1.sd .. 9-10.8 S 6 71 4-1_ 0-0� 5-0-8 _4 4-10-0 8_10-8 P18105 are 20 AU 12/ 5/2006 gauge Truswal Connectors unless preceded by'MX'for HS 20 gauge or"H"for 16 gauge.positioned per Joint Detail Reports available horn Truswal software.unless noted. Scale:7132"=i' ^ W+`a.?N Read all!rotes on tins skeet and r7C a copy of it.o the Erecting Contractor Eng-Job:.EJ. WORK ORDER# C ■.e Ti:-".;design is re: :xdi+:dual oaoldE . eyed :Wlp9nr'11 nn-550 s;s:c3 is hs ten:L-isevo-.specific-at one pranced ley Vs can:pcneni minufec:urer Chk:RM rr d done Ill aetae inn:e-ow.thee-nen:%ea-3ns eel/9 s1UFi'A Jenga st:, n'. N..respansibii:t..sr ass.-nod for d'mrdienal ace.tee, Dirensiene 88717 Q' B u i f d i n g are 1e to+mi(L•J by�ate oesrpateut atzst.fuct-res xsl to tu:ldin des:-•t prier to(abrcaa+w The 13.Ulna&wane rls lens a:ha:Ihr!ands OOgn r:MJK usihaed so t1:w camp::meet ee cseicd Ike Icudre r C a.. F i.. 8 i.lb.tE ay the kG btn:ding n.J:old ser pa::cu:ar rfahcxicn Tx:et."' assumes 1^a:die lap tared TC Live 35.00 psf DurFacs L.1.15 P=1.15 as Corn po n en is is:r enIly a acrd:.r:he Cxr shradunb std she bes-an:cho:o J os last:all)Is a:ad b+-i ne J:hen'--es material directly=ached.unless athero:sr rated Beating skean is far la:C al r-ppar.of components'asemtes ealy so reduce atekh-6 land s• :his etmxn :spoil rm be placed m any TC Dead 10.00 psf Rep Mbr End 1.00 N envirceorr Ihal++o I rause�e main_c Sox:e,n a c:u.xd to camel I9):r3 ar-year:Cannan•Ohre cerrocicn Fabr::me.birdie,install C:), led bract shit truss it amts.came x:h tie OIIo..::sg tune,.ds-'1;„!ir4 Coring De:i1 P. BC Live 0_p0 psi O.C.SpaCfng 2-0.0 /46 Washington Ave.S_ t0 4t.rrs a.ailabk cs awpo furs SAFETY l y I .ire. 'AASI?P:1'.'G7L'A I-Woad Tram Council ofA�raca S:rdttt Drsigr.ftslsorsib8--ies.DLl_7;i�.^a COitl?OK-EATSAFf•TY 1\F41UUtT:O\'• BC Dead 10.00 psi Design Spec IRC (V Hopkins,1101 56343 (SCSI I-C))and'BCS.SL'dhL:RY SHEETS'Il)LVTCA and 151 The Mose Plate l-s:louts(_Pll is healedm 111 DOuc?rc°Mr.Weisser. (962)835.4902 :v:s:ar-sin_'371? The An-erica.Fc:el and Paper&asocial:r.:AFPAJ-s lacrcd31 I ': :?h S:tee:.NW.Ste 03.es•.inpen.DC 23018 TOTAL 55.00 psf Segn T6-5.4t- 0 th IN a