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P") Job Name: AMBROISE Truss ID: Y1-GT Qty: 2 Drwg: a1 CRC 31-:.0C IOACT 512( REQ.= IC 2x4 SPY 02130?1.E6 •-IPK)=FLATS Pdal_T0R JSBD-See Joint .deport•• Lid verticals ate designed for axial loads • RI 3- 2-11 42C0 S e-0• 1.74• __ 2x6 9P 2403P-2.36 plating spec : Ab5I/722 - 195_ only wales: -toted otherwise. a 2 27- '-12 4711 5.53• 1.0'. 2x6 SPY 7.1653P1.5II 10-.2 =EIS DBSIGI7 =S THZ .^_JNPOSZIB #LSU:.T OT Extensions above or below the truss profile Ern 2B2JIaesen11t sh3.•r_are lased OPL1 WEE 2x4 SPP .721031,1-9B KC:.TIP:,3 LOAD CASES- ;if any: have been designed for loads :a the tease rs:eels: 5: eat:beeria5 2x4 SPP ell/s2-CAW 3-1. 11-4 =2C/=3C erase plate values are based on indicated only. Horizonte: loads applied at 14-7 testing and approval as required by IBC 17C/ the end o: the bays not been eC TORce Alt 0:O ::31 lee bed for IC. VS7 Nino-c=current sec:- and ANSI/:FI end ere reported in available considered cnless shown. A drop-lag to an 1-2 -6110 o :1 4.20 C.37 • • • ' • • - • - . . • - . . • . • • • • •• documents 51:P. as :C33 6160?. o_hetw:se crsupported wall nay create a 1.3 •:2249 0 31 C.27 CAC Uneeeeeaioed Noris. iL deflection - C.71 • • • • • • - • - - • • hinge e(Eact that requires additional design 2-6 -9241 0 21 4.31 C.SC • • . . • . • • . • . • - • . • • • . 4 • . nail pattern shown ss !or Pyr loads only. consideration sby others}. (-S -Situ 0.25 C.29 0.43 Drainage Dust be provided to avoid ponding. Concentrated loads K'JSe be dlstribtted to ::P:Iri REACTICY(B) : s-s --5942 0 31 a _e 1.42 Pennanen bracing is required Iby others, to each ply equally. On multi-ply with hangers, support Nair. Kind Non-Klr.d 1-7 -0271 6.11 1 :e 0.31 prevent rotation/toppling. See SCSI 1-C3 use 3' nails min. into the carrying member. 1 -1736 lb and ANSL/TPL 1. Par more than 2 ply. use additional fasten- : -1627 lb e; P:RCr Ax. sr' CS: 2-sty1 Nail w/.Od 901. staggered (pee 1165) ars as i,dieated free the bach ply', er tee HORIZONTAL REAL'71on S: i 1-9 -fel :.3: 3.31 1.44 to: TC- 2 BC- 2 NIBS- 2 ••PER rCor:•- any other approved detail (by Others). scppert 1 235 £762 ;1.15 3.84 3.2. This truss is designed using the • ♦ 4 • a • . • . • . s • 4 • a • 4 . • • . :.CAD CASE 4= DESIGN -CADS IC-_: :371 0.c.: 3.31 3.7' ASCII-9S Bind Specification Dlr 7..911 L.Lct R.Flf R.Lac LL/TL 1:-2 5052 0.30 3.41 3.76 9109 Enclosed • Yes, Importaa:e factor • 1.03 TC Vert 110.CC - 1- 5- 4 110-CC 0- 0- 3 0.64 12-73 sax? 0.13 3.0' 3.25 Truss WcatiCL . Not Rod Zona SC Vert 90.et 0- 0- C 90_3C 27-.0- 9 0.79 13-:4 -14' 0.2C 0.0; 3.01 ;Seri'ictine/oceer. Line • No . Ixp Category - B TC Vert 1:0_3C 27-10- 6 1.0.20 29- 3-12 0_64 31dg Length • 40.00 fm, Bldg Width . 26.3C Et BC Vert 20-7C 0- 0- t 20.00 T- 0- 0 0.00 %VD 7:per CS' arcs 7:31:1 Cs: Kean roof height • 11.05 T-, S.ph • SC BC Vert 10.03 -'0- C 1.6.00 19-10- 3 0_02 1-1 -4110 8.20 5-11 291' 3.19 711 Standard Occupancy. Dead Lead • 12.0 pet 4C vert 20.03 13-10- 9 20.03 2.1- 4-12 C_00 1-9 9:1' 0.21 5-:2 534: 2.33 Designed as Rain Wind Force desisting 3ystem 9C Vert 10.00 21- C.12 10.00 's6-10-_2 0.00 2-9 -7042 0.19 :-:3 301: 3.16 and Components and C1add44L14 39-14 9-0.0 6.0-0 1 3-9-14 4-1-6 27-10- 8 3C vont 20.00 26-1e-12 29.07 -GG 2--t• 2;0' 0.21 6-:1 -2::= 3.15 Tr.lbUta=y Area = 146 sq:. ----1� I---I -. type... lb. :i.ice LL/IL 3-.0 1300 0.41 7-11 1494 3.32 4.19 7.114 19-119 19-11-4 23-9-2 27404 TC Tart 60.0 - 1- 5- 4 1.03 3-11 199_ 6.13 7-14 -4104 3.25I7-11-4 12-0-0 7-(14 7C Vert 60.3 29- 3-12 1.00 6-11 -e5- :.01 I I1 2 9 4 15 6 71 - CRITICAL 901111 (LOADS 2-FLYS Type 1.1.0+0 Sfax/Dor )tin/Our REQUIRED - 6C Vers. 9- 0- 0 440/1.15 -343!3.53 14.00 .14rBC Vert 9- 0-12 1190/1.15 -793/2.53 BC Vert 13- 0- 0 44C/1.15 -341/1.50 r-1 MX/10-12 24 MX/10-12 BC vert 12- C- 0 444/1.15 -741/1.60 1.0 8:-vert 14- 0- 0 4410/1.15 -341/1.60 BC rare 16- 0- O 440/1.15 -311/1.60 � H. Ire: rt17-1.- B755/1.15 -266/1.60CT B.^. rt22- 1-12 ]10/1.156/1.60lh __ B;. nt23-1 -1? 410/1.15 -92/1.60(� _ ` �__ x t 25-C-32 ]31/1_15 -137/1.60 • CV 4-8 /r2 I 7-8 12-1 `,4-6 in I CM , MX DHPL$CTION (spa:0 : 12-10.9 ,-rut � i .s ..r_. s.. 12-10-9 L/550 8014 11-12 (61:3) LC 1 I SHIP L= -0.35" C -0.1E• l= -3.53• ' 4.8 Ili/ 4.8 8 10� \ 44 Joint Locations P T / Z2.1.19 +� T 1 0- 0- 0 2 4- 9 G-0 ! 9-37 377 3 413 e- 1 _ �711 4 9 41111 • 1 5 19-11- 4 12 13- 8-12 6 23- 9- 2 13 23- 9- 2 4-6 MOO24.10 12 3-6 7 27-13- 8 14 23-10- a OO I 114.00 1:541 h 744 1 1 7-8-4 1/0141 2.701141 B 9 10 11 12 13 14 4-I- 4-04 5-9-8 5-9-8 y 4-0-6 i 4-14 �� 5/2006 4.1-6 8-1-12 13-11-4 198-12 23-92 27.10.8 • All plaice are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H'for 16 gauge,positioned per Joint De1ai1 Reports available from Truswel software,unless soled. Scale:y6"=1' WARNING Read all?:Dees on This sheet and got.got e a copy o!'i!to the Erecting Como-actor. Eng-Job:_EJ. 1 WORK ORDER# T.'fs dens is tar an india:dnl tur-e.. cxeteco rat nor- el ss:yawn Is his beer-lased to s tcif.:aliees pratidedby t.t c3etpentnl:asnuilc ter Chit:RM t Engineered .sad dote in eceotia:se si:l•the cure-'stollens etTP2 atdA:PA des strosterds rcapansibihry is sunned far dime:min:al a:cera[+ Dirxnsians D raft MIK 88717 are to sea;n1 Ey l::e:coperiene n. _faceu n a-.1 or ls.iding resigns.-Fria w Lal eareiro T_.e buildo designer enc:mental'dtas she:aids . en Building _[direr at:his desire meet a exceed:le F.adiug mond by the keg bvi ein5 cede end she port-_eloraFFh:e'en.The design ffis Naas Me:_p iter d TC Uve 15.00 psf DulFacs L=1.15 P=t15 OD 3 leersJr trsca:by e-s roof er floor.hea.iug and etc boson:,:herd is Ira;$2y buxd by 1 rigid shead:icenui era)d:eeedy nutted,genies'wherein 1, Components noted 11-a.-Y SOYA II:s fo lraral sissaciA of arrpo esus rn:sr:•ens Y.:y le reduce be:kd:g length ;his cenponent shall-c.be Fisted in r/ TC Dead 10.041 psf Rep Mbr Bnd 1.00 envirotmen:shs:.:0 cause Ow r:•7inere=Imo of Abe.•cnd 1v exceed 14k a13,1'3e ea:se:c0000 er plan oseosiee F*riewe.hsadle.install BC Live 0.00 psf O.C_Spacing 2-0.0 C"- and brace L.:s nun ice etooda-ce est.the'alk Ing sual=fl',All anJC,•ur:s Dtui:Repan[available is mega frac.Tninsal secs-se O 'A.SCTP:I'.wrTCA:'•5vead Tras Coated of Annie/Sli dart Design Re.ars.biletes."BUILDING COMPOMEN7 SAFETY_r T•OR114Tl0I0• BC Dead 10.00 psf Design Spec IRC co 148 Washington Ave_S. (8(S0 17))and SCS:5J0.8-L1RY SHEETS ty 1kTCA and:P1 The l'vs:Moe becleule{T?I)is bared s:512 DOn3Eio Dene.Uadiun, Hopkins,MN 55343 (952)9354902 s9 isatrsin 01719 The Ass.:so Fcress acd Peon Ass_doece.(AF?A1 is k.ct d re::::1042 S:ret.Svc.So 104,Washy:gem.DC_818. TOTAL 55.00 psf Sean 76.5.41- 0 (''1 (0 a