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SEQN:126506 SPEC Ply: 1 Job Number: 2024 Cust:R9424 JRef1WQJ94240001T2 FROM:BDS Qty: 26 Duplex Fire Damage DrwNo: 330.19.091520057 Truss Label: C01 SSB / WHK 11/26/2019 _ 6'0"8 11' 15'11"8 22' i i 6'08 4'l1"8 4'11"8 -{ 6'0„8 'l =4X4 3 � D T T �1.5X4 551.6X4 055i I� L �? B F Cl) 3�14 q G 13X4(A1) =3X8 H =3X4(A1) 1 H0308 22' 2, 10, 11' T 12 r 22' �• 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:140 mph Pf:NA Ce:NA VERT(LL): 0.142 1 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):0.278 1 938 180 J 1016 /- /- /510 /105 /33 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 H - - F 1016 /- A /510 /105 A EXP:B Kzt:NA Des Ld: 40.00 Mean Height 15.00 ft HORZ(TL):0.063 H - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 J Brg Width=7.6 Min Req=1.5 TCDL:5.0 psf F Br Width=7.6 Min Re Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.433 9 q=1.5 BCDL:5.0 psf Bearings J&F are a rigid surface. Load Duration:1.25 MW FRS Parallel Dist:0 to h/2 TPI Sid:2014 Max BC CSI: 0.593 Bearings J&F require a seat plate. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.332 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:0(0)/l0(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver.18.02.01A.0205.19 Lumber B-C 1089-2447 D-E 798 -1854 Top chord:2x4 SP#2; C-D 798-1854 E-F 1088 -2447 Bot chord:2x4 SP SS; Webs:2x4 SP#3; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind B-I 2343 -981 H-F 2343 -991 Wind loads based on MW FRS with additional C&C I-H 2343 -991 member design. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 370 -607 I-E 370 -607 D-1 630 -140 tippumurrraur H •�� `r'•p�aee• ••'lArf'��j� 0. r a o.708 1 ' • i C e S O ••� • A e coA 6 ONAL .00.1 11/26/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regwire extreme care in fabricating,handlingshi pin ,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component S fety Information,b) TPI anc3 SBCA) r safety Practices prior to performing these functions. Installers shall provide terhporary bracin per B I.Unless noted oy erwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attach�d rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracingg ins [led per BCSI sections B3,B7 or B10, as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggCompon nts Group Inc.shall not be responsible for any deviation from this drawing,anv failure to build the µMOO truss in coMPAW nformance with ANSIlfPI 1,or or handlin4 shipping,installation and bracing of trussesA eal on this drawl yg or cover pa e,, 13723 Rive ort Drive tisting this drawing,indicates acceptance of roessronaQ engtneerin responstbility solelyor the desi n shown. The sui Q brltty and use of this drawing for any structure is�he responsibility of the�uilding Designer per ANSIITPI 1 Sec.2. Suite 200 For more InfonnaFlon see this ob's eneral notes a e and these web sites:ALPINE:www.al ineitw.com•TPI:www.t inst.o •SBCA:www.sbcindust .com•ICC:www.Iccsafe.0m Maryland Heights,MO 630