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SEQN:172107 COMN Ply: 1 Job Number: 2433 TCD.N' <br /> 9424 JRef:1WV994240002 Ti <br /> FROM:BIDS Qty: 10 David Allegood o: 135.20.1054.22143 <br /> Truss Label: CO2 / YK 05/14/2020 <br /> f <br /> 6'4" 12'8" 13'�" 20A'A 27'4" <br /> 6'4" 6'4" -�1 r 6'8"4 �- 6,1112 <br /> u6X6(R1) <br /> 12 C III1.5X4 <br /> 3 p D <br /> III1.5X4 <br /> B ;3X4 <br /> E T2 <br /> T =4x6 I =Fx8 <br /> A <br /> `v -5X12 G <br /> NT B2 <br /> (V 1'd'15 <br /> L 1 =_4X8[5] 1111.X410,15 <br /> K <br /> 1112X5 12 2 =10X10( 4) <br /> 27'4" <br /> 5'11"12 7'4"10 6'10" 6A06 <br /> 63"6 13'8" 20'6" 27 "6 <br /> 10 10 <br /> 10 4-4„ <br /> Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) <br /> TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity <br /> TCDL: 10.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.638 E 513 240 Loc R+ /R- /Rh /Rw /U /RL <br /> BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 1.277 E 256 180 K 1093 /- /- /550 /46 /31 <br /> BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.279 H - - G 1093 /- /- /550 /45 /- <br /> EXP:B Kzt:NA <br /> Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL): 0.559 H Wind reactions based on MWFRS <br /> NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 K Brg Width=3.6 Min Req= 1.5 <br /> G Br Width=3.6 Min Re 1.5 <br /> Soffit: 2.00 BCDL:6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.972 g q= <br /> Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.985 Bearings K&G are a rigid surface. <br /> Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.827 <br /> Bearings K&G require a seat plate. <br /> Loc.from endwall:not in 9.00 ft FT/RT:0(0)/10(0) Members not listed have forces less than 375# <br /> Maximum Top Chord Forces Per Ply(Ibs) <br /> GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. <br /> Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 <br /> A-B 570 -3427 D-E 749 -4543 <br /> Lumber B-C 619 -3421 E-F 718 -4330 <br /> Top chord:2x4 SP#2;T2 2x4 SP SS; C-D 789 -4557 F-G 713 -4407 <br /> Bot chord:2x4 SP#2;B2 2x4 SP SS; <br /> Webs:2x4 SP#3;W2 2x4 SP#2; <br /> Rt Slider:2x6 SP#2;block length= 2.594' Maximum Bot Chord Forces Per Ply(Ibs) <br /> Chords Tens.Comp. Chords Tens. Comp. <br /> Plate Shift Table <br /> JT Plate Lateral Chord JT Plate Lateral Chord J-I 82 - H-G 4150 651 <br /> No Size Shift Bite No Size Shift Bite I-H 4189 -655 <br /> 55 <br /> [5] 4X8 2.73 L 1.25 <br /> i v��11f P Maximum Web Forces Per Ply(Ibs)Wind Webs Tens.Comp. Webs Tens. Comp. <br /> Wind loads based on MWFRS with additional C&C ,`gO�Ao WA ��/Q►� <br /> member design. `ode�W®®°°• ® •a ,g o��'p, A-J 3222 18 1 00 040 C D 2172 164 -497 <br /> Additional Notes 4� m \, r AdP B-J 146 -409 <br /> Refer to General Notes for additional information ° ■ a <br /> N,ti. 8s36a <br /> STATE OF ©ZOR <br /> �, <br /> F� eaN�A� ` �e <br /> FL REG#278,Yoonhwak Kim,FL PE 486367 <br /> 05/14/2020 <br /> **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! <br /> **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS <br /> Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building <br /> Component Safety Information,by TPI an c�SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary <br /> bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly <br /> attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracln installed per BCSI sections B3,B7 or 610, <br /> as applicable. AppTy plates to each face ofand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE <br /> drawings 160A-Z for standard plate positions. <br /> Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,o,,,u,,. <br /> truss in conformance with ANSI 1,or for handlin4,shipping,installation and bracing of.trussesA seal on this drawing or cover pa e,, 6750 Forum Drive <br /> listing this drawing,indicates acceptance of pro)essionar engineering responsibility solely for the design shown. The suitability <br /> and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 <br /> For more information see this job's general notes page and these web sites:ALPINE:ww .alpineitwxom;TPI:www.t inst.org;SBCA:www.sbcindust .corn;ICC: wwwJ=afe.org Orlando FL,32821 <br />