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SEQN:172104 COMN Ply: 1 Job Number: 2433 Cust:R9424 JRef:1WV994240002 T2 <br /> FROM:BDS Qty: 4 David Allegood DrwNo: 135.20.1054.18520 <br /> Truss Label: C01 SSB / YK 05/14/2020 <br /> J <br /> 12 <br /> '12 <br /> 2'3" T10"12 12'8" 17'5"4 22'2"14 <br /> 2'3" 5'6" 4'9"4 4'9"4 4'9"10 <br /> =4X4 <br /> T 3 12 D <br /> I <br /> 3X4 2 =3X4 <br /> C E <br /> -3X4 <br /> =H06612 ;3F4 <br /> c A6111 =3 4 <br /> T H <br /> rT W4 M B2 L KP <br /> T <br /> 11 1 =3X4 =3X8 t <br /> 171 <br /> III X4[3][3] 1111.5X40 III 15X4 =5X5 IIIH0310(E5) <br /> 27'4" <br /> 2'4"12 5'2"8 5'0"12 4'9"4 4'9"10 5-1"2 <br /> 2'4"12 7'7"4 12'8" 17'5"4 22'2"14 27'4" <br /> Loading Criteria(psq 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): 0.315 J 999 240 Loc R+ /R- /Rh /Rw /U /RL <br /> BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.630 J 520 180 P 1093 /- /- /557 /45 /31 <br /> BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.175 1 - - H 1093 /- /- /557 /45 /- <br /> EXP:B Kzt:NA <br /> Des Ld: 40.00 HORZ(TL): 0.350 I Wind reactions based on MWFRS <br /> Mean Height:15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 P Brg Width=3.6 Min Req= 1.5 <br /> Soffit: 2.00 BCDL:6.0 p sf Bldg Code: FBC 2017 RES Max TC CSI: 0.893 H Brg Width=3.6 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.922 Bearings P&H are a rigid surface. <br /> Bearings P&H require a seat plate. <br /> Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.853 Members not listed have forces less than 375# <br /> Loc.from endwall:Any FT/RT:0(0)/10(0) 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,HS VIEW Ver:18.02.01A.0205.19 <br /> Lumber A-B 1564 -3890 E-F 1430 -3707 <br /> B-C 1213 -3175 F-G 961 -2469 <br /> Top chord:2x4 SP#2; C-D 993 -2414 G-H 974 -2538 <br /> Bot chord:2x4 SP#2;B2 2x4 SP SS; D-E 986 -2411 <br /> Webs:2x4 SP#3;W2,W4 2x4 SP#2; <br /> Rt Slider:2x6 SP#2;block length= 1.500' <br /> Maximum Bot Chord Forces Per Ply(Ibs) <br /> Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. <br /> JT Plate Lateral Chord JT Plate Lateral Chord N-M 4190-1645 L-J 3618 -1323 <br /> No Size Shift Bite No Size Shift Bite <br /> Ill 5X6 2.98 L 1.25 [3] 3X4 S 2.75Wind M-L 3038 -1095 I-H 2327 868 <br /> a!i!alflfil0o� <br /> Maximum es P <br /> Wind loads based on MWFRS with additional C&C �� H WA k '�s Webs Tens.Comp W Ply(IbsTens. Comp. <br /> member design. +�� `^ * fI Ai, A-P 413 -954 L-E 566 -1430 <br /> ® vE f A r Y S®� fie► <br /> Additional Notes „� a A-N 3732 -1485 E-J 547 -160 <br /> D <br /> Refer to General Notes for additional information : 0 !yo, 8636/7 <br /> C-1L 325 1800 J-F <br /> R' 1273 -489 <br /> 0 <br /> D-L 891 -276 1-F 274 -553 <br /> O � Mo�a9a <br /> e° SJE OF a �� <br /> fI � <br /> veO �l1 CO <br /> �'®�►o� JD NM_ <br /> ��eb <br /> FL REG#278,Yoonhwak Kim,FL PE#86367 <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 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 sheathingg and bottom chord shall have a propperly <br /> attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, <br /> as applicable. Apply plates to each face of trussand position as shown above and on the Joint9Details, 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,any failure to build the �,,,��M„w,. <br /> truss in conformance with ANSI PI 1,or for handlin shippingp,installation and bracing of.trussesA seal on this drawing or cover pa e.. 6750 Forum Drive <br /> listing this drawing indicates acceptance of pro)essionaf engineer'rn� responsibility solely for the design shown. The suit9abtirty <br /> and use of this c7�awing for any structure is fhe responsibility of the uilding 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: www.al ineitw.com;TPI:www.l inst.or ;SBCA:www.sbcindust .com;ICC:w Jcosafe.org Orlando FL,32821 <br />