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SEQN:419434 COMN Ply: 1 Job Number: 46PFi6 Cust:R 9073 JRef:1X3690730010 T28 <br /> FROM: Qty: 1 46PFi6 DrwNo: 054.21.0940.28870 <br /> Truss Label: 460 Post Frame IRC Common 35-4-0-7 Loading DW / BM 02/23/2021 <br /> 11 1�'10"8 51'2"4 <br /> "3 611119 <br /> 8'9"12 +� 14'11"5 al r� 22'11"4 aTB 30' m i e 37'0"12 aTe 44'1"8 4�5'0"11 60' <br /> 8912 619 7012 7012 7012 7012 1 3 8912 <br /> IIISS F 17 <br /> 8X8 8X8 <br /> 12 E G <br /> 4 8X8 8X8 <br /> \\C6DX6 W 6 6 H6 <br /> I <br /> C) �4X6 W (a) (a) (a W �4X6 <br /> B J <br /> (a) W5 W8 (a <br /> A K <br /> T <br /> 11" <br /> T S R Q P O N M L U <br /> SS1017(A2) =5X6 =SS1012 =8X8 =12X12 =8X8 =SS1012 =5X6 =SS1017(A2) <br /> SS0712 <br /> 60' <br /> 11'2" 4'10" 4'7" 7'5" 2' 9'5" 4'7" 4'10" 11'2" <br /> 1112" 16' 2017" 28' 30' 3915" 44' 48'10" 60' <br /> Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) <br /> TCLL: 35.00 Wind Std: ASCE 7-16 Pg:35.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity <br /> TCDL: 4.00 Speed: 115 mph Pf:24.5 Ce:1.0 VERT(LL): 1.097 O 652 240 Loc R+ /R- /Rh /Rw /U /RL <br /> BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.449 O 494 180 T 8319 /- /- /2360 /1272 /526 <br /> BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.332 L - - U 8319 /- /- /2360 /1272 /- <br /> EXP:C Kzt:NA HORZ TL: 0.438 L - - Wind reactions based on MWFRS <br /> Des Ld: 46.00 Mean Height:15.00 ft ( ) <br /> NCBCLL: 10.00 Building Code: Creep Factor:2.0 T Brg Width=8.0 Min Req=6.9 <br /> TCDL:2.4 psf U Brg Width=8.0 Min Req=6.9 <br /> Soffit: 0.00 BCDL:4.2 psf IRC 2018 Max TC CSI: 0.974 Bearings T&K are a rigid surface. <br /> Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.964 <br /> Re Fac:No Max Web CSI: 0.922 Members not listed have forces less than 375# <br /> Spacing:72.0" C&C Dist a:6.00 ft p Maximum Top Chord Forces Per Ply(Ibs) <br /> Loc.from endwall:Any FT/RT:16(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. <br /> GCpi:0.18 Plate Type(s): <br /> Wind Duration:1.60 18SS,WAVE VIEW Ver:20.01.00.0324.19 A-B 5509-20865 F-G 4059-13273 <br /> Lumber Additional Notes B-C 5295-19911 G-H 4769-16990 <br /> C-D 5299-19446 H-1 5299-19446 <br /> Top chord:2x10 SP 2400f-2.OE; WARNING:Furnish a copy of this DWG to the D-E 4767-16990 I-J 5295-19911 <br /> Bot chord:2x10 SP 2400f-2.OE; installation contractor.Special care must be taken E-F 4060-13273 J-K 5509-20865 <br /> Webs:2x4 SPF Stud;W4,W5,W6,W7, during handling,shipping and installation of trusses.See <br /> W8 2x6 SPF 1650f-1.5E; "WARNING"note below. <br /> Maximum Bot Chord Forces Per Ply(Ibs) <br /> Bracing Chords Tens.Comp. Chords Tens. Comp. <br /> (a)Continuous lateral restraint,equally spaced on A-S 19496 -5089 O-N 15104 -3723 <br /> member. S-R 17736 -4570 N-M 17736 -4446 <br /> P u rl i ns R-Q 17736 -4570 M-L 17736 -4446 <br /> Q-P 15104 -3859 L-K 19496 -5006 <br /> In lieu of structural panels or rigid ceiling use purlins P-O 15104 -3859 <br /> to laterally brace chords as follows: <br /> Chord Spacing(in oc) Start(ft) End(ft) <br /> TC 24 0.00 30.00 Maximum Web Forces Per Ply(Ibs) <br /> TC 120 30.00 60.00 Webs Tens.Comp. Webs Tens. Comp. <br /> BC 88 0.15 59.85 <br /> Apply purlins to any chords above or below fillers B-S 685 -1254 O-G 1345 -4001 <br /> at 24"OC unless shown otherwise above. S-D 1487 -280 G-N 2706 -579 <br /> D-Q 1022 -2814 N-H 1022 -2814 <br /> Loading Q-E 2706 -579 H-L 1487 -280 <br /> Bottom chord checked for 10.00 psf non-concurrent E-O 1344 -4001 L-J 685 -1254 <br /> live load. F-O 6282 -1665 <br /> Truss designed for unbalanced snow loads. I hereby certify that this plan,specification, <br /> or report was prepared by me or under my <br /> Wind direct superAsion and that I am a duty <br /> Wind loads based on MWFRS with additional C&C Licensed Professional Engineer under <br /> member design. The Laws of the State of Minnesota. <br /> Wind loading based on both gable and hip roof types. &-b,/,A.,� <br /> BRAD EYE MORRI <br /> Date License No.41772 <br /> 02/23/2021 <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 and SBCA)for 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 properly <br /> attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, <br /> as applicable. AppTy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. kefer to <br /> drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. ALPINE <br /> Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANITWCOMPANY <br /> truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracingof trusses. A seal on this drawing or cover page 2820 N.G Southwest Parkway <br /> listing this drawing,indicates acceptance of professional engineering responsibility solely-for reat <br /> or the design shown.The suitability and use of this <br /> drawing for any spructure is the responsibility of the Building Designerper ANSI/TPI 1 Sec.2. Grand Prairie,TX 75050 <br /> For more information see these web sites: Alpine:al ineitw.com; TPI:t inst.or ; SBCA:sbcindust .com; ICC:iccsafe.or ; AWC:awc.or <br />