2006-P10289 - new structure - Laserfiche WebLink

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-' Job Name: AMBROISE Truss ID: X-GT Qty: 2 Dreg: CD sac X.13= PIACI Salt ROC; G TC :x6 SP? 0165071.52 -•:?K).PLR:'a 313IfITOS ::SSC-See Jain: 2eport•• rc:.lrr 3xACTrOlf(S: . (131 C- 2-11 7161 S 99• 3 22• BC 2.m5 SP 2403!-2.C2 Plating spec s aN9r/TPI - 1595 Supper= Nein Wind tion-wiled • a 1 .s:-:0- t 3103 1.50• 3.13• 3163 1x4 SP! al/P2-ClJI 'XIS DESIGN IS :RR COMPOSITS RCSULT Or I -055 lb sac 530u:11=rsNTS sb...st ac. noted SNLY 1x3 SP! 1"=U7-GAN 9-2, 10-3 PO .21PL9 :.CAD CASES- 2 -722 lb on ='e truss est..,m. at each tea::rg 12.5 =RCfiSC truss plate values are beset. on This truss is designed using the llx3 SP! 111/92-CAN 3-:2, :_-7 testing and approval as required by IBC 1703 ASCE?-96 Wird Specification 7C POF:3 int 2140 C!_ Lumber shear allowable& are per EDS. and A.l-S:/T?1 end are reported in available 5149 Enclosed - Tee, I4porrass:e Farmer - 1.00 1-1 -(134 c.C4 5.09 :.13 Loaded Oct 10 PS7 non-concurrent BCLL. dccumenta such as 1030 #1607. Musa Location . flat Rod Lone 2-5 .9655 G.C9 6.20 C.29 Drainage meat be provided to avoid pending. - • - • • • • • • • • • • • - Xurrieane/Olean Line . No Tnp Category • 2 3-4 -13157 0.13 C.:7 :.33 Permanent bracing is required :by others: to Mail pattern sbown Is for PLY loads only. Eleg Length .. 40.07 It. HLdg Width . 24.05 ft 4-5 -13157 c.:3 4.:2 C.25 prevent rotation/toppling. See 8C51 1-C3 Concentrated loads 10!T be distributed to Kean roof height - 23.41. ft, mph 50 5-s -16:53 0.1C e.:6 :.26 and AHS!/=222 . each ply equally. On multi-ply with bangers, TPI Standard Occupancy, Deed Lead - 12.0 psi 4-: :595 r :.0: -.IS Bnd vertica.a are designed for axial loads use 3" nails min. into the carrying wemhar. Designed as :Gain Wind force Resisting System only unless noted otherwise. /or more than 2 ply, use additional !esters- and Components and Cladding OC coa-3 sit. ELT) CS: Rxtarslons above or below the truss profile ars asindicated from tba back plys, or use Tributary Area = 293 sgft 1.4 94 0.3C 1.4f 3.46 (if any: have been designed for loads any other approved detail (by ethers). bOlD CRSS dt DESIGN LOADS 5-1: 5527 0.11 1.49 3.43 indicated only. Horizontal loads applied at - • • - • • • • • • • - • s • O. .•. • • • Di_ L.P1 L.loc R-211 S.Icc :.:./TL 1•_-12 9402 0.:6 D.49 3.76 the end Cl the extensions have not been 2-Slit Nail w/.Od SOX, staggered :per NJS) T- Vert 11C.00 - 1- I- 4 110.00 3- C•- 0 5.69 1t-12 9601 0.:6 1.59 3.45 considered unless shown. A drop-lag to an inn =C- 2 BC- 2 WEBS- 2 ••058 V0071•• TC Vert 9C.G0 0- 0- 0 50.00 27- 0- 0 C-79 12-13 5134 0.19 1.59 3.72 otherwise usrrpported Nall may create s Sr Vert 20.00 0- G- 0 20.00 3-:1- 9 0.31 13-14 3 0.:C 1.45 3.45 hinge effect that requires additional design SC Vert 11.00 0-13- 4 10.00 20-11- 4 0.3C consideration :by others:. ...Type... lbs X.Loc LL/TI. TC vert 60.0 - - 5- 4 1.00 5113 7'8072 CSI 7.-319 5372 0.12 CP.ITIGL DOSXT LOADS 76575 '-`PS -------- i-s _49:5 C.51 5-12X-Loe Max/Dur Win/Dor 2-9 -370 C.0: 6-13 26570.1C 9C Vert 1-11- 4 93311-15 -12/1.60 :-13 -922 1.90 7-I) 5550 0.59522 C.19 :4-7 -6016 0.51 9C Vert 3-11- 4 973/1-15 -59/1.60 3-11 - 9C Vert 5-11- 4 972/:.35 -61/1.60 3C Vert 7-11- 4 971/:-15 -108/1.60 3-3/ SE2 :0 2-9-3 6.1_ 1.1 I 6-11-2_1 6-11 2 3-5-6 EIC Vert 9-11- 4 973/1.15 --108/1.60 6 '� 8C Vert. :1-11- 4 373/1.15 -108/1.60 2.5.3 0-e•5 16-7-6 23.6-8 2741-0 SC Vert 13-11- 4 970/1.15 -108/1.60 SC Vert _5-11- 4 973/1.15 -108/1.660 n-I 2-PLYS 1 2 12.9-0 1 20-9-5 1 1•S$ 3C Vert 17-11- 4 972/1.15 -108/1.60 4 5 6 7 SC Vert 39-11- 4 3021/1.15 -25/1.00 REQUIRED 14� 00 -14.00 SC Vert 23.11- 4 1223/1.15 -50/1.60 01 2-0 Sc-Vert 25-11- 4 1223/:.15 50/1.60 M 10-10 4-4 S=54 10-10 tr) 1- Joint 940!•:40 DXP:ICTION (span. N L/999 113/C 1'-12 (LIVE) 1.0 1 Zt -0.22" 3= -0.12" T= -0.34 5.7-14 7-10 i 6-7-14 Locations .==== MXt •10 SHIP L G- 0- 0 9 0- 0- C - i 2 2- 9- 3 9 Z- 5- pi 2.5.2 1 �1,T7 3 S- 9- 5 30 9- 6- 5 >Q 1 9 19. 9- 3 13 13- 6- 0 5 1E- 7- 6 32 16- 7- 6 7.8 0.0N1 S=6•6 7-8 2.6 8-12 24 6 23- 6- S 13 23- 6- S 7 27- 0- 0 14 27- 0- 0 1.11-dt12.4t r 1.11-d -00.45-11.4;-11.7.11-.9‘1-11-413-11/15.1.117-11-;71-„.....17.11.1. 319 27.0-00 I 1 8 9 10 11 12 13 14 0.21- .0 2-9-3 6-11-2 6.11-2 6-11-2 3.5-8 --I STUB 2-9-3 9-8-5 16-7-6 23-6.8 27-0-0 12/ 5/2006 All plates are 20 gauge Truswal Connectors unless preceded by"MX'for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software.unless noted. Scale:5172"=1. WARNING Read all notes an this shoe!and g:ve a copy of t:to the Erecting Contractor Eng.Job:.EJ. WORK ORDER# 4 Engineered Phis dmng:ss S e iali ideal L•m ding i.x onem nctrens syncs.LI has Sxr':aso4 3n sp:cif:Tiaht provided by the campaasrt nunsfac era Chk:RM e1 W as:erne:n x::w inlet with:he current scales of Tat 3rd AFP..doe-s st unarms Ka nspor...hilas a sssnn:ed far liretes:aa,accuracy Dime:•ars DSgn1:MJK 88717 Q' se to be.erfei be the cetgsaeent mu ollcwrer onto builc•:4designre pier le febner.n+a Ts,:tailtag,'asigner most aaceaar.:Cal ire Icnds•• Building u1 iaed en this derg-nue:es eseeed i-e I mime m•Fc•en b:ne lees O.lima tote eel Be earnuLir gplicat...= r..dccp assmna that:he son chard TC Live 35.00 psf OurFacs L=1.15 P.5.15 C -a ale.:sly k:a ed t)1te roof o-lint shessIn_1 and the`.UC3nl C-cc a is arc:all.trxei bs s riled sheathe•g ratrsal.lireeely-a::a:htu anles a:asrs: TC Dead 10.00 psf tie MbI 13nd I.OD I r �Components ::sled Brxi^S e..)••••is ha Lewd z.:Xen 6=cowmansn Ireashe s rnl:Ir,ti_:e)..:kl:,a.mrlk Thu ca7spaaem shall nit tx plum.st snp P P L�5- 1 e-s-um:woo me.•.51 came dee scos ne a r•cn,of the-v!101once:43,.md'or atac ceramics plate 5370501' Fah.a,t.I-smile mesad BC Live 0.00 psf MC-Spacing 2.0.0 Ct ��11 wed a x.:his h urs ih:zao:r:mae wit-'La t'allo.up ssasdxds -»:r.and Cs::i.0 D.u-.Rcxri a+...eEC on ctlu-s le re:rsr.SI seltwila BC Deed 10.00 sl Design Spec IRC O .%NEVT?' V.co,.1••won T-uas C✓.•cif of Anrnci Stir aL Or.6t.Rssxur.tuh:ies.'OC1L2)I%D COMPONENT SAFETY'I(s rORMAT10 '- P 9 P IV 146 Washington Ave.S. 3CY1:-?.i:Ad r,LS1 Sl tlMARV ReiEETS l j%VTC'A and LP::h:lune:Y.ne Wm.w kip::is i-:avec ei 5h'UCC 3f.ie Dr.se,5IJdisen. Hopkins,MN 66343 1952)935-4902 'win-c.v.-`Pia -hr Aint,:.,,Frress and Pay_Assxietira!AFP:..as los::cd.:.1111 r•,:h St-cc,Va Sm 5_.:.B'aslusupsaa DC:,Y•±e TOTAL 55.00 psf Segn T6.5.4I• 0 ef) • (1 a