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Work Order: AUG16 Customer: Truss ID: 817D Qty: 1 Desc:
<br /> Ran X-. REACT 9I2z PLD'D TC 2x10 SP 2400E-2.OE '•(PHI=PLA3'E MONITOR 3983-See Joint Regal HORIZONTAL SI
<br /> 1 a-2-12 2031 5.50^ 3.02• Be 2.10 SP 240OF-2.DE Designed per ANs3/TPI 1-200'1 aa,port 1 -361 lb
<br /> 2 Ee-0-4 4032 5.50^ 4.30• WEB 296 SPF C1650F1.SE Fabrication Tolerance a 36.0* add ort 2 -361 lb
<br /> TIL B6Ad 2x6 SPF clesorl.0 Hearings designul far me Roper,value of the This truss is designed using the
<br /> re RcRCE . mm ..I ATTIC N3 2x4 SPF 43-CAN leaser of the buss chard lumber value Re ASCE?-05 Wind Specification
<br /> 1-2 -4040 0.01 0.38 0.39 Lanbar Shear allavablas are per NDS. 625 for all bearings. Bldg Enalosed n Tam, IYpoetaa0e Fast.. 1.00
<br /> 2-3 -3646 0.01 0.29 0.30 Thi.design does at account ccunt for long teem 1 f P1atis baavd as Walley Vontrol fact.. Trans Location a Not Ord Anne
<br /> 3-e -3514 0,01 0.47 OAS timedep.dent loath J ,creep). Building Cg a 0,34 £oz aide face and HurxirJne/Ovemn it.-WaFxp Ca Ggoiy C
<br /> 4-5 -2101 D.00 0.50 0.50 Ossiguan=at account for Chia. Cg- 0.94 for pais.face. _' -Tegeq_ a e. Bldg .a.w a {0 .00 ft
<br /> 5-6 299 D.00 0.14 0.14 Refer to Joint QC Detail mount far Any alterations to this are shown for dean=0£height 16.33 it, mph a 90
<br /> 6-1 -fish 0.00 0.43 OAS at.moment...I Total....vwd individual joints 0n the Jeiet Report. ASCE7 II Standard OCenpancy, Dead Load as 12.0 pat
<br /> 7-e -2436 0.00 0.46 0.46 THIS Danish!Is THE cO sl=RESULT DF Attic rSystemsm load a 45 pof, plus an,added Designed as Main Wind Furman Resisting Systems
<br /> 8-s -loss 0,00 0.36 0.35 HULTIPlZ LOAD CASES, loads
<br /> indicated. Ream LL Oefl. i L/360. -Lux-rise and CampOmnea mad Claddleg
<br /> 9-10 1026 D.90 0.20 0.20 Located for 10 PST nCv-Concarr.nt HCLL. IPC/IHC Leans plate volas. are based on Tributary Arne=60 agft
<br /> 10-x1 068 0.02 0.26 0.28 t t C.f t.i.♦4♦++.{i 4♦.+. ♦ Testing And approval as anguished by IHC 1703 ---------LOAD CASE 31 DESIGN LOADS ----------------
<br /> 11-x2 499 0.01 0.12 0.14 Dn2eatzaimd hozi.. LL deflection a 0.48 and ANSI/TPI and aze zepacted in available Dir L.Plf L.Loan R.Plf A.Too LL/TL
<br /> 12-OR 115 0.00 0.04 0.04 t 'r t. 9.a.t t♦♦♦+i 6•♦..C C deewanG as ER-1607 and ESR-1113. TC Vert 124.00 - 2-0- 0 124.00 0-D-0 0.68
<br /> At':ia calla. U.requires lateral restraint One rex of.....bridging ,Z-braddeq) may be TC Vert 104.00 0-0- D 1D4.00 R- 9- 4 0.31
<br /> SC FORCE Art. PIT CSI unclad,plus bracing at the panel points of r quirad at ...Carlin. Of room per Noe. TC Vert 124.00 S-9- 4 124.00 12- 9- 6 0.68
<br /> 13-14 3315 0.10 O.2D 0.30 the collar tis (..leas pored Othervia.), 20 f bottles chard live load NOT required TC Vert 104.00 13-9- 6 1D4.00 21-2-16 O.Rl
<br /> 14-15 3306 0.10 0.13 0.22 oz radial sheathing is ..qui ted. 0v this taws, par IBC/IBC zeguireounts far TC Vast: 124.00 21-2-30 124.00 25-2-12 0.68
<br /> 15-16 3306 0.10 0.29 0.38 Right Overhang(.) a e not to be re.aved. attics with iterated,storage. TO Vast 104.00 25-2-12 104.00 34-0- 0 0.01
<br /> 16-17 2034 D,a!0.56 e.61 OYEIUTANG(9) HAy BE mrcaurc E3 OP TO 3" TAY.! Te Vert 104.00 34-0- 0 104.00 36-0- 0 0.31
<br /> 17-1e 1034 0,05 0.71 0,76 RiUbt Ovurhang soffit loading as 0.0 of Be vert 20.00 0-a- 0 20.00 0- 9- 4 0.00
<br /> :8-19 -067 O.DO 0.33 0.55 BC Vert 110.00 9-9- 4 110.x0 25-2-12 0.60
<br /> YC Vest 20,00 25-2-12 20.00 34-0- 0 0.170
<br /> 19-20 -204 0.00 0.12 17,13
<br /> 5-7 ns 20.00 12-9- 6 20.00 21-2-10 0.00
<br /> x17-21 -2e1 D.D.D.D4 0.04
<br /> lbs X.Lae LL/TL Faetenez
<br /> WEB PoROE =I ma ran= CSI `P ¢d 9 5 TC Vert 60.0 -2- 0- 0 1.00
<br /> 2-14 8917 0.99 10-10 1a17 0.53 6-,1-t Tey q T Be Vert 112.7 R- 9- 2 0.00
<br /> 2-16-2903 0.52 .10-19-4202 0.52 6-11-12 "'��" ry ry n m 1<i Be Vart 132.7 25- 2-12 0.00
<br /> 4-16 2461 0.26 11-19 -993 0.10
<br /> ne Ween x.46 11-30 -4x9 0.oz 1 2 3 4 6 7 8 9 117 1,12
<br /> P,AX DEFLECTION (span)
<br /> 6 L/450 3ffiH 16-17 (LIVE) LC 1
<br /> 5-raxx .,ran 0 53 O.R.�DCST 0.53 8 W 02 0 Ia -0,74" On-0.45" T=-1.19^
<br /> 31-] .,ra5 0.53..do 0.53 NAX uBFLECTIM femme) :
<br /> RSXS -0.17V/166 NE!]12-DY (LIVET LC 1
<br /> AW 3'at= csi AW F'an= Csx L= -0.53" 0=-O.IB" T= -O.
<br /> 6-22 1z5 0.07 4X14 4X14
<br /> Joint Locations 1234 a
<br /> 15i 14 X10 1 0- 0- 0 it 34-0- 0
<br /> 7X76 6%14 3 5-11-13 13 0-0- 0
<br /> 3-10X10 3 7- 5- 5 34 5-11-1
<br /> 2
<br /> ,218-0 4X6 5510,7 13-1-0 4 H- 9- 4 15 7-0- 0
<br /> 8.7•,0
<br /> SHIP 5 13- 1- 3 16 9- 9- 4
<br /> 0X4 6 17-0- D 17 22-o- o
<br /> 7 20-12- 3 IR 25-2-12
<br /> 6X6 S.- 3X4 R 25- 2-12 19 38- 0- 4
<br /> 1,•40I+4- SO 29-0- 4 21 34-0-l0
<br /> 4X10 SMIX6 3X4 11 30- 3-14 22 17- 0- 0
<br /> Di S=10X10 W1017
<br /> W:60E a1 12 4R { gA-0
<br /> R:263, 121 2
<br /> L: 1 U:
<br /> i:AA ' 34-17-6 �q:V
<br /> 13 1415,617 16 S�w 2, .
<br /> 6-,i.,2 �� 25-2-12 TT; IsR
<br /> y 8/17/2016
<br /> All plates are ZO gauge T.swal Connectors unless preceded by"M%"for HS 2D gauge or"H"for 16 gauge,poshloned per Joint Detail Reports available from Truswal software,unless rated. Scale:3/32"a V
<br /> AUTOMATED WARNING Read all notes on this sheet and give a can py of it to the Erecting Contractor. Job Name:
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<br /> 1111 STH STREET OamPa.am anon all and am.nv.noon.amu...aWtaBad Rdoam..a,ledaneeamem eaouCalls
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<br /> PHONE:(800)524.9990 !...!lnd-ocusYYYMiYSHIST. yWTCAaM TPL fieTmu%alelmlilW.(T91!1a1wlW xxlm H.Lx61nx5Yae at2
<br /> FAX:(715)924-2585 Ne"Naa YA1A14n1m.ThnAmsne..1-olamPePVAsaae4Yanr1.1I.baalaa.d 11111nn anael,NW,31"eOa,Wasaln9lvn,00 MOL TOTAL 62.DO of media T6.3.20- 2251
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