Loading...
Plans (414) > c. 1 CD �......... 00 h G3 N 5.6 _ i 14'6" I 12' --H I 1 f� J �z 1 1 I 1 1 1 I z „ Ili ' ' _V. w FGE C 0 zr FG ® • • .. /' / • ./ ; /- /\ - General Notes: 1. 9'-1” plate height WNW. • / / 7/ / / /'/ / / / 2. 4/12 roof slope with std 2x4 heels & 24" tails fTYP). / / / �/ �/�/ �,/ �/ �/ i 3. 6/12 roof slope with std 2x4 heels & 26" tails (TYP). i / / i , / , / / 4. 8/12 roof slope, 5/12 ceiling slope with std 2x4 heels / / / / / • / / / , & 18" tails (TYP). • , , /�� ��'���i �/ • �/ 5. 12/12 roof slope with std 2x4 heels & 18" toils [TYP). 03 / •• / • / / / / / 6. 24" o.c. spacing NNOI. 7. Dimensions to outside of buildinglUNO). < •< < c ( < 4 < < m N CO � \ \ \ \ ♦ ♦ ♦ ♦ • �- 8. Trusses may be shifted in field as re9'd S \, \ \ \ �\ \ \ \ \ \� _, without exceeding max truss spacing. N \ \ \ \ ♦ \ \ \ \ • \ (D \ \ \ \ \ ,, \ \ o \ Y\ ♦ \ ,,,,,,\\ \ ♦ \ \\•\ \\ \ \ \ \ \ ♦ \ \ \ \ \ Hanger Schedule: \ \ \ \ \ .• ♦ ♦ ♦ g .. .. .. .. �� _ ` -` ` ,• ! ` - Truss A, Al & A2(3) to Truss FG: HUS26 fUND) C �`//••�� - Truss Al & A2 to Truss ElG: HUS26 (UNO) O 0 > O ;"1:-LC::2> > > > N v. LW14•3 CD w m m ¢ ¢. ¢ Q ji ¢ H LD m•.y _ S O CO C C 3 CO 0 al Nom-( N £ L N. EI1G 1 e w l , v O ❑QSN `L 1 1 E1 v u �m(nm DM oy�N _ _ NJ J Ln d - .. _ 00N000Z(13 /\ \�— iDl(3J ESE .5.. )1 _ . L O N+- O L N N N O E C • £ 01 L O N 07 00� N !n -ir CD — D 1 1 A I 1 1 1 A 3'6•• in Q O N i — FISv 1 00 JOB NO: 1-- 14' 1 20' i 170624880 I. 34' H PAGE NO: 1 OF 1 i t . Job Number: 1706248BDC Ply:1 SEQN:24073/T13/COMN 21124BA Qty: 1 FROM: DRW: Truss Label: A Wgt:169.4 lbs ... / ... 06/29/17 62"6 11'10"4 179" 2411"1 32'6" 6'2°6 I 57'14 I 5'10"12 I 7'29 I 7.6-is 12 o 114X6(R) p 8 17 05X5(SRS). 11( 0 12 pp E A/1.5X4 6 p NI1.SX4 B io in m4X6(A2)A4 Fs4X5 A2 - .1.• _ t ) 2' 182" J 1 H =3X4 64X4(R) .H0308 w33X4 162"6 6'9"4 9'692 9'11'10 6'2„6 I 1211"10 I 22'6"6 I 32'6" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT LL: 0.141 C 999 240 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.263 C 999 180 1582 /76 /638 /- /172 /5.5 F BCDL: 10.00 Risk Category:II F reactions based on MWFRS Des Ld: 42.00 Mean Height:23.44 ft HORZ(TL): 0.092 G - - A Min Brg Width Req= 1.7 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.472 Bearing A Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.916 Spacing:24.0" C&C Dist a:3.25 ft Rep Factors Used:Yes Max Web CSI: 0.588 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 460-2967 D-E 386 -2262 Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 562-2942 E-F 321 -2470 Lumber C-D 498-2470 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard:W4,W5 2x4 DF-L Chords Tens.Comp. Chords Tens. Comp. 1800f-1.8E: Hangers i Ties A-J 2581 -418 H-G 1372 -62 J-I 2133 -258 G-F 1957 -187 (J)Hanger Support Required,by others I-H 1372 62 Loading Maximum Web Forces Per Ply(lbs) Truss passed check for 20 psf additional bottom Webs Tens.Comp. Webs Tens. Comp. chord live load in areas with 42”-high x 24"-wide clearance. B-J 203 -366 I-D 1376 -305 Bottom chord checked for 10.00 psf non-concurrent J-C 634 229 D-G 900 104 bottom chord live load applied per IRC-12 section C i 341 -879 G-E 183 439 301.5. Truss designed for unbalanced snow loads. Wind Member design based on both MWFRS and C&C. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byt TPI and SBCA)for safty practices pnor to performing these functions. Installers shall provide temporrary atttached rigid ceiling.Locationsoshown for ooermanent lateral rrestraint of webs shalllhave bracingjnstalled pelt BCSI sections 83,B7 properlyB , as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildiug_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suiFability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.aloineitw mm TPI:www.toinst.nrc-SBCA:www.sbcindustrv.com;ICC:www.iccsafe.or3 r Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 A LPI N E Phone:(800)877-3678(916)387-0116 AN wJ pMFA Fax:(916)387-1110 sacseals@itwbcg.com Site Information: Customer. Oregon Truss Job Number. I706248BDC JobDescaption: 21124BA Address: 9799 SW Frewing St City,State,Zip: Tigard,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: 17.01.00.0525.17 JRef#: 1 W 234350015 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(psf): 25.00-7.00-0.00- Floor Load(psf): None 10.00 This package contains a job notes page, 26 truss drawings and 0 details. Item Seal# Truss Item Seal# Truss 1 181.17.1454.08173 A 2 181.17.1455.31323 Al 3 181.17.1455.36970 A2 4 181.17.1455.41240 AGE 5 181.17.1455.50783 AV 6 181.17.1457.13820 AVS 7 181.17.1457.18427 BV 8 181.17.1457.35453 BVGE 9 181.17.1457.44790 C 10 181.17.1457.51280 CGE 11 181.17.1458.12267 CM 12 181.17.1458.17043 CM1 13 181.17.1458.20853 D 14 181.17.1458.25120 D1 15 181.17.1458.29543 DM 16 181.17.1458.34813 DS 17 181.17.1458.41753 E 18 181.17.1459.53110 El 19 181.17.1500.25677 ElG 20 181.17.1500.58423 EGE 21 181.17.1501.03490 F 22 181.17.1501.07733 FG 23 181.17.1501.21077 FGE 24 181.17.1501.25023 M 25 181.17.1501.44317 M1 26 181.17.1502.08617 MGE 0 PRO,FFS ��� 6.,c0 04G I N F� SAO 83294PE 7 OREGON A /0 se `?/LV 614-V14,2 I et s&en Tar' Renewal 6/30/2018 Printed 6/30/2017 3:02:23 PM r. Job Number: 1706248BDC Ply: 1 SEQN:24073/ T13 COMN Cust:R435 JRef:1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1454.08173 Truss Label: A / RTT 06/30/2017 6'2"6 11'10"4 175" 24'11"1 32 ' 6'2"6 I 5714 I 5'1092 I 72"1 76"615 1II4XX6 D 12 1 8 17. 05X5(SRS T C 4I. s 1.5X4 0 12 E 6 V 1111.74in 0 to A .L L Ta ar Ni \\)14111111444440444N Y '7 J 4X6(A2) =3X4 1114X4 =H0308 =3X4H =4X5(A2) 6'26 6'9"4 9'692 1 6'2"6 I- 12'11"10 I A 22'6"6 I- 9'11"10 32'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.141 C 999 240 A 1582 /82 /636 /- /172 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.263 C 999 180 F 1640 /76 /638 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.049 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Mean Height:23.44 ft HORZ(TL):0.092 G A Min Brg Width Req= 1.7 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.472 Bearing A Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.916 Spacing:24.0" C&C Dist a:3.25 ft Rep Factors Used:Yes Max Web CSI:0.588 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)!5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 A-B 460-2967 D-E 386 -2262 Lumber B-C 562-2942 E-F 321 -2470 Top chord 2x4 DF-L 1800f-1.8E C-D 498-2470 Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard:W4,W5 2x4 DF-L Maximum Bot Chord Forces Per Ply(lbs) 1800f-1.8E: Chords Tens.Comp. Chords Tens. Comp. Loading A-J 2581 -418 H-G 1372 -62 Truss passed check for 20 psf additional bottom J-I 2133 -258 G-F 1957 187 chord live load in areas with 42"-high x 24"-wide I-H 1372 62 clearance. Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. J-C 634 -229 D-G 900 -104 Wind C-I 341 -879 G-E 183 -439 Member design based on both MWFRS and C&C. I-D 1376 -305 ��Eo PROFSSs �•� �oti�FF 'o AI 83294PE 419 Cr OREGON "P4 'VLY 14 200 e *sell Tao t Renewa/30/201l 6!307!2018 06 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Compoonpent Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)561-6787 Ext attacher)rigir d BCSI.Unless Locations s�hownl or permanent lateral lateral have restraint of webs attached structural bottom BCSI sections B3,,B7 orB1f01' as applicable. Apply plates to each face truss and position as shown above and on the Jointetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positio ons. ALPINE Alpine,a division of ITW Buildingg_�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/T PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page ""m"°A* " listing this drawing indicates acceptance of pro-fesstonat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI!TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEQN:24075/ T14 COMN Cust:R435 JRef:1W234350015 211248A Qty: 2 FROM: DrwNo: 181.17.1455.31323 Truss Label: Al / RTT 06130/2017 8 3'4"2 I 810'4 I 21'119 29'6' '6 3'2'10 5'6'2 51092 I 7'29 I 7695 1114X5 12 ii 6V 0 so, to rt III11.. l :/ahAillipait„ 1113X5 =3X10 3ML K X4 • Job Number: 1706248BDC Ply: 1 SEAN:24122 / T15 COMN Cust:R435 JRef: 1W234350015 21124BA Qty: 4 FROM: DrwNo: 181.17.1455.36970 Truss Label: A2 / RTT 06/30/2017 7'6.15 14'9" 21111 276" j II 7'6"15 72"1 I 7'21 I 7'695 1114X5 C ii a B 12 x 1.5X4 ///1.5XD 4 N O A _ AL aillIllhhh..E =3X6(61) =3X4 =4X4 =3X4 =3X6(81) 911"10 9'692 1 9'1110 I 9'1110 19s"s zg6• i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 LL VERT : 0.075 H 999 240 VERT(LL): A 1492 /83 /587 /-: //-70 I- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT TL 0.140 H 999 180 Risk Category: VERT(TL): E 1493 /83 /587 /- /- /- BCDL: 10.00 II Snow Duration:1.15 HORZ(LL): 0.034 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:23.45 ft HORZ(TL):0.064 F - - A Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.470 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.864 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.246 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 225-2207 C-D 290 -2001 Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 B-C 290-2000 D-E 225 -2208 Lumber Top chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard:W2,W3 2x4 DF-L A-H 1740 -108 G-F 1160 0 1800f-1.8E: H-G 1160 0 F-E 1741 -108 Loading Truss passed check for 20 psf additional bottom Maximum Web Forces Per Ply(lbs) chord live load in areas with 42"-high x 24"-wide Webs Tens.Comp. Webs Tens. Comp. clearance. B-H 181 -439 C-F 890 -104 Bottom chord checked for 10.00 psf non-concurrent H-C 888 -104 F-D 181 -439 bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. ���so PROA .7,„j CO tr G IN E' , 'O C? IV 83294PE 416 p IC r0wr OREGON �G `ZtY 14,20°" m S-ell Tan Renewal 6/30/2018 06/30/2017 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component"Safety Information,by TPI and SBCA)tr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properylr y attachd n9 id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for sandard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N ITIV COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prooessionaf engineering responsibility solely for the design shown. The suability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com:TPI:www.tpinst.org;SBCA www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEQN:24082/ T18 GABL Cost:R435 JRef:1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1455.41240 Truss Label: AGE / RTT 06/30/2017 145" I298 145" 145" ..—25" f ypp) _4X4 12 8 1116 _3X4( =-3X4 =3X4(A1) p 1 295" I 2913" 1 1'6" 29'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.002 I 999 240 0* 134 /13 /47 /- /10 /354 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.004 I 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 L - - A Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ TL:0.006 I - - Bearing Mean Height 22.95 ft ( ) A Fc perp=625psi. NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.240 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.049 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.121 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard:M6,M7,M8 2x4 DF-L 1800f-1.8E: Bracing (a)Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face ED PROF„ and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber . .1G i N F� O defects allowed within 12"of notches.Do not notch 2 in overhang or heel panel. lC/0 83294PE 9 Bottom chord checked for 10.00 psf non-concurrent IC 00w-- bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. OREGON Additional Notes ‘14.1"14,20tf See DWGS GABRST10 0140 for gable ind bra1014, cingETIN1014,& Sg e+t Tan requirements. Renewal 6/30/2018 06/30/2017 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)tsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE P drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildini ciComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,N,,,.,WORMY truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of pro7esslona, engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1706248BDC Ply: 1 SEQN:24077 / T10 COMN Cust:R435 JRef:1W234350015 211246A Qty: 3 FROM: DrwNo: 181.17.1455.50783 Truss Label: AV / RTT 06/30/2017 6'2.6I 11'10"4 17'9" _I 23'8'5 , 2T5"2 I 32'6' 6'2"6 5'7'14 5'10"12 5'11'5 3'8'13 5'0"14 =5X5 12 E 8 V 0 05X5(SRS k-3X10 D F N O 12 1111.5X4 1.5x4 r� 6 C G n T 0 .,'y NI a'.. Zo =H0415 ,711 B3 H ii 1 s-r '�' =4X6(A2) =3 4 =4X4 _5X6 12 5 =aX7(65R\ i I-2'9'15 A 62"6 I 6'8"13 7'05 6'0"6 6'0"6 1'6" 6'2"6 12'11"3 I 19'11"12 I 26'0"2 I 32'0"8 55J"8 '3'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.346 J 999 240 BCLL: 0.00 Enclosure:Closed B 1744 /187 /704 /- /210 /5.5 Lu: - Cs:not used VERT(TL): 0.668 J 578 180 H 1641 /78 !704 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.236 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.454 J - - B Min Brg Width Req= 1.9 Mean Height:22.74 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.934 Bearings B&H Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.917 Spacing:24.0" C&C Dist a:3.25 ft Rep Factors Used:Yes Max Web CSI:0.571 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0y2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 409-2779 E-F 334 -1833 Lumber C-D 504-2736 F-G 430 -4832 Top chord 2x4 DF-L 1800f-1.8E D-E 479-2317 G-H 442 -5003 Bot chord 2x4 DF-L 1800f-1.8E:B3 2x4 DF-L 2400f-2.0E: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard:W4,W5,W7 2x4 DF-L Chords Tens.Comp. Chords Tens. Comp. 1800f-1.8E: B-M 2398 -319 K-J 2472 -127 Bracing M-L 1997 -190 J-H 4330 -279 (a)Continuous lateral restraint equally spaced on L-K 1289 0 member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide M D 591 -171 E-K 653 66 clearance. D-L 329 -853 K-F 182 -1556 Bottom chord checked for 10.00 psf non-concurrent L-E 1265 -305 F-J 3119 143 301bott.5 chord live load applied per IRC-12 section ��(fie PRo j Wind ��CO �GINF4% �O Member design based on both MWFRS and C&C. 83294PE IC 00.--- OREGON /rOREGON 134 �tY 14,200 0 se. -en Tar•t Renewal 6/30/2018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ngid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins/plied per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover p#ge, """ °""""Y listing this drawing,indicates acceptance of professtonat engineering responsibility solely for theositionity 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.corn:ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEAN:24080/ T11 COMN Cost:R435 JRef: 1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1457.13820 Truss Label: AVS / RTT 06/30/2017 6'090 8'2"6 10'4°3 I irl0•4 129" 23.9"5 2T5°2 376" 6'0"10 4"12 4'1"13 1'6"ui 5'10"12 I 5'11"5 I 3'893 I 5'0"14 Job Number. 1706248BDC Ply: 1 SEQN:24056/ 17 COMN Cost:R435 JRef: 1W234350015 21124BA Qty: 3 FROM: DrwNo: 181.17.1457.18427 Truss Label: BV I RTT 06/30/2017 7'6"15 14'9" _ 20'8"5 24'5"2 29'6" T6"15 I T2"1 I 511'5 I 3'8"13 50"14 405 4X7 t- 1111 44k =5X6 12 5 \11 —3X6(61) =3X4 12 =4X6(a5R) _ 1 1'6"1 8'8"58'3"7 6'0"6 6'0'6 1-1-1 8'8"5 16'11"12 ) 23'0"2 29'0"8 X5'8 '29'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT LL: 0.284 I 999 240 ( ) B 1541 /94 /651 /- /204 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.552 I 634 180 G 1489 /91 /652 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ LL: 0.197 I DesEXP:B Ld: 42.00 ( ) Wind reactions based on MWFRS Mean Height:22.95 ft HORZ(TL):0.383 I B Min Brg Width Req= 1.6 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.812 Bearings B&G Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.811 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.382 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,18SS VIEW Ver:17.01.00E.0525.17 B-C 206-2104 E-F 282 -4241 Lumber C-D 313-1995 F-G 302 -4429 Top chord 2x4 DF-L 1800f-1.8E D-E 242-1565 Bot chord 2x4 DF-L 1800f-1.8E:B3 2x4 DF-L 2400f-2.0E: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard:W2,W3,W5 2x4 DF-L Chords Tens.Comp. Chords Tens. Comp. 1800f-1.8E: Bracing B-K 1647 -59 J-I 2143 -51 K-J 1072 0 I-G 3829 -184 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Loadin 9 Webs Tens.Comp. Webs Tens. Comp. Truss passed check for 20 psf additional bottom C-K 191 -449 J-E 148 _1400 chord live load in areas with 42"-high x 24"-wide K-D 901 -145 E-I 2768 83 clearance. D-J 643 -61 Bottom chord checked for 10.00 psf non-concurrent �VA°PROs bottom chord live load applied per IRC-12 section 301.5. Wind Coyer 4G1NEt� SAO Member design based on both MWFRS and C&C. 133294P 7 re 'fir OREGON \ is,,,,%,..............0.09) (/ SLY 14,200 sseif Tan Renewal 6/30/2018 06/30/2017 ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Compoonpent Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext attached n9gidCceiling.Locations shownt or ppeeoprmanent lateral restraint of webs shall have bracing ns�ailed ppetr BCSI sections B3,,B7 prorr 1Y as applicable AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f�2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA;eal on this drawing or cover page ^"n NCOMPANY listing this drawing,indicates acceptance of professional engineering responsibility solely for the desi n shown. The suttabil' ty and use of this awing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEAN:24058/ T9 GABL Cost:R435 JRef:1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1457.35453 Truss Label: BVGE / RTT 06/30/2017 I 14'9' I 2011.5 1 24.5.2 I 29'6' 14'9' 511'5 3'8'13 5014 TT-.1--(7yp 54X5 • 12 6Villi ,NB'i'. lilt X,•\\1 A B3 D Q 5 R 3X4(A1) 9254 12 .-3X4(F1) 04X5 1. 29'6' 1 1 113'1 1611'12 I 6'0'6 I 613'6 5''4" 16'11'12 23'0'2 250'8 129'6,6-l Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U !Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT LL: 0.027 S 999 240 BCLL: 0.00 Enclosure:Closed ( ) Q 204 /17 /76 /- /18 /203 Lu: - Cs:not used VERT(TL): 0.054 S 999 180 Q 6011 /116 /303 /- /- /5.5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 S - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.027 S - - B Min Brg Width Req= - NCBCLL:10.00 Mean Height:22.95 8 Code/Misc Criteria CreepFactor:1.5 Q Min BrgWidth Req1.5 TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.250 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.155 Bearing Q Fcperp=625psi. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.473 FT/RT/PT:6(0)/5(0)/2(0) Members not listed have forces less than 375# Loc.from endwall:AnyMaximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber B-I 488 -158 N-Q 144 -672 I-L 649 0 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E:83 2x4 DF-L 2400f-2.0E: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard:W1,W3,M6,M7 2x4 DF-L Chords Tens.Comp. 1800f-1.8E: U-Q 518 -14 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Plating Notes 1-X 5 -840 L-U 461 0 All plates are 1.5X4 except as noted. X-L 118 -592 U-N 146 411 Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face a D PROF . and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top .t\ �i� edge.DO NOT OVERCUT.No knots or other lumber rJ �(j%N defects allowed within 12"of notches.Do not notch in overhang or heel panel. 1(/�` 83294PE �p Bottom chord checked for 10.00 psf non-concurrent a 0„/" bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. .1�► OREGON Additional Notes r(j 'VLY 14,20O QI See DWGS A12030ENC101014,GBLLETIN1014,& 4"819" Tar • GABRST101014 for gable wind bracing requirements. Renewal 6/30/2018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCS1(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinggj�nstslled per BCSI sections B3,87 or .10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A LPIV t I E Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �m comer truss in conformance with ANSI/TP1 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of protessionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this Job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:wwwsbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 • Job Number: 1706248BDC Ply: 1 SEQN:24105 / T19 COMN Cust:R435 JRef: 1W234350015 21124BA Qty: 2 FROM: Dnallo: 181.17.1457.44790 Truss Label: C / RTT 06/30/2017 6'0"15I 11'9" I 17'5"1 I 23'6" 6'0"15 5'8"1 5'8"1 6'0"15 =4X4 D :I T 12 V\i.0 4 4/1.5E4 N 6V \ i M Allilllikh.... B F L 4? I n _ fil A J I H - G 3X5(61) =3X4 =3X4 =3X4 =3X5(131) i--1'6" i 7'11"10 7'6"12 7'11"10 7'11"10 15'6"6 I- 23'6" A 11.---1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl IJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.046 H 999 240 B 1214 /- /533 /- /159 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.088 H 999 180 F 1215 /- /533 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 H - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.038 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 F Min BrgWidth R TCDL:4.2 psf eq= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.252 Bearings B&F Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.449 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.116 Members not listed have forces less than 375# FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 165-1571 D-E 216 -1404 Lumber C-D 216-1403 E-F 165 -1572 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 DF-L Standard:W2,W3 2x4 DF-L Chords Tens.Comp. Chords Tens. Comp. 1800f-1.8E: B-J 1218 -34 I-H 826 0 Loading J-i 826 0 H-F 1219 -41 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide Maximum Web Forces Per Ply(lbs) clearance. Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent J-D 584 -76 D-H 586 -75 bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. A,ti¢e0 PROp1 �.� N4GINE4c 'o 83294PE p OREGON 134 "00.14,2013c6 e *sell Tans Renewal 6/30/2018 06/30/2017 *WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)t 'safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propel: 1y rigid ceiling. Locations shown forperrnanent lateral restraint of webs shall have bracingfinsalled per BCI sections 83,B7 or B10- �\ as applicable. Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ wcow truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1706248BDC Ply: 1 SEAN:24107/ T22 GABL Cust:R435 JRef: 1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1457.51280 Truss Label: CGE / RTT 06/30/2017 11'9" 23'6" 11'9" I 11'9" I-1.9"_,.1.__2'_..I (TYP) _4X4 r2 is 3 11111111 bib,. B'0,� N sv A '.'" 3X4(A1) W =3X4(A1) O =3X4 i 1 iL pe" I 23'6" 23'6" I 1'6""I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl Lm Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.002 G 999 240 B 410 /42 /144 /- /244 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.004 G 999 180 N* 125 /5 /45 /- /- /276 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 K - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.004 K - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 B Min BrgWidth Req 4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.295 Bearings B&B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.067 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.175 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Truss passed check for 20 psf additional bottom _��1 o PRO r chord live load in areas with 42"-high x 24"-wide clearance. S' Bottom chord checked for 10.00 psf non-concurrent �� ,11G 1 N,q-,t Q bottom chord live load applied per IRC-12 section 83294PE _rj 301.5. p Wind AC �' Member design based on both MWFRS and C&C. Additional Notes See DWGS A12015ENC101014,GBLLETIN1014,& OREGON GABRST101014 for gable wind bracing for requirements. tj +:Y 14,20� sett Tan,,i..,,,,....................") Renewal 6/3012018 06/30/2017 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (S03)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall havea properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginssalled per BCSI sections B3,o7 or B10, as applicabie. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITV/Building Components Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the truss in conformance with ANSI/PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa """" '"" listing this drawing indicates acceptance of prooesstonai engineering responsibility solely for the design shown. The suability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEQN:24111 / T17 MONO Cast:R435 JRef: 1W234350015 21124BA Qty: 7 FROM: DrwNo: 181.17.1458.12267 Truss Label: CM I RTT 06/30/2017 C 1' 12 g N 0 C B V ►=1 D A =3X4(A1) 2'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt:17.5 Ce:1.0 0.064 LL VERT : C 443 240 VERT(LL): B 284 /0 / 67 /- 1 45 /5.5 4 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.122 C 230 180 D 52 !0 /46 /- 1- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.043 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP: B Mean Height:15.00 ft HORZ(TL):0.083 C B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.225 Bearing B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.097 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. .. # 0 PRO fi�ss GINFF � 5 � O 0� +x -- 83294PE OREGON 13 If sac° sett Tar t Renewal 6/30/2018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI anf7 SBCA)Ai.satpety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, .�\ as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A LPI N E Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of tntssesA seal on this drawing or cover page *"TM rte" listing this drawing indicates acceptance of pro7essionar engineering responsibility solely for die desi n shown. The suitabil' ty and use of this drawing, for any structure is the responsibiity of the Building Designer per ANSI/TP1 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:wwwsbcindustry.corn;ICC:www.iccsafe.org Job Number: 1706248BDC Ply: 1 SEAN:24109 / T27 MONO Cust:R435 JRef: 1W234350015 211248A Qty: 1 FROM: DrwNo: 181.17.1458.17043 Truss Label: CM1 / RTT 06/30/2017 410" I5, 4'10" 2i 1111.5X C B i 12 8 r r iggiA -L ■I .L —� ED 3X4(A1) III 1.5X4 r 410" 4'10" I 5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL):NA BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT TL NA A 216 1- /121 /- /- /5.5 : BCDL: 10.00 Risk Category:II VERT(TL): D 218 /15 /12 1 /- / /- EXP:B Snow Duration:1.15 HORZ(LL): 0.005 E - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.010 E - - A Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.229 Bearing A Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.142 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.114 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. "S # ''‘S%,‘ PROFS 41 83294PE p ORJS''efi Renewal 6/30/2018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,byWI ane SBCA)for safety practices prior to performing these functions. Installers shall provide tempora (503)581-8787 Ext attacheSrgir dCeiling.Locations hown forfpermanent llateral estraint of webs shallrhav bracing Inst andebottom sections B3,B7 orB10, as applicable. Apply plates to each face o truss and position as shown above and on the JoinfgDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ,PL N E Alpine,a division of mw Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI P1 1,or for handling,shipping,installation and bracing of trussesA eaI on this drawing or cover page.. ""nw COMPANYlisting this drawing indicates acceptance of pro7essionar engineering responsibility solely for the design shown. The suiFability and use of this drawing for any structure is the responsibility of the Building Designer per ANSINPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 • Job Number. 1706248BDC Ply: 1 SEQN:24090/ T24 COMN Cost:R435 JRef: 1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1458.20853 Truss Label: D / RTT 06/30/2017 7 { 14' H 7' 7' ia4X4(R1) • 12 S'') 6 O Mto ti B D 413 o- A =3X4(A1) III1.5X4 =3X4(A1) E r F--2,2„1 7' 1 7' �" 4' ,i 2'2"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.013 F 999 240 B 752 /7 /351 /- /83 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.026 F 999 180 D 752 /7 /351 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.016 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.424 Bearings B&D Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.290 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.123 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 BC 205 -772 C-D 205 -772 Lumber Top chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard B-F 609 -38 F-D 609 -38 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. 4e¢E,O PROFSSS 0�CD �GtNFF �O 83294PE 41 p OREGON 134 �/LY 14,2O m S\ tots... -en Tar N Renewal 6/30/2018 06/30/2017 ";WARNING""' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to end follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these unctions. Installers shall provide temporary (5031581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face otruss and osition as shown above and on the Join Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ truss in conformance with ANSI/TP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pageAN COMMNY listing this drawing indicates acceptance of prooessionat engineering responsibility solely for the desjgn shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 5ec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1706248BDC Ply: 1 SEQN:24096 / T21 COMN Cost:R435 JRef: 1W234350015 21124BA Qty: 3 FROM: DrwNo: 181.17.1458.25120 Truss Label: D1 / RTT 06/30/2017 F7' "� 12'5"8 7' 5'5"8 =4X4 T C T 12 M 6 b 3X4 in eo E o B T n 4y3 _ A =3X4(A1) 1111.5X4 1113X12(E5) I-----2'2"1 1 7' I 5'5"8 7' 12'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL):-0.020 D 999 240 B 707 /10 /329 /- /63 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.046 D 999 180 G 512 /- /230 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.027 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.063 D - - B Min B Width Mean Height:15.00 ft r9 Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 G Min Erg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.456 Bearings B&G Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.257 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.109 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 217 -654 D-E 241 -684 Lumber C-D 239 -619 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x8 DF-L 2250f-2.0E:BLOCK LENGTH= 1.500' B F 499 -138 F-E 500 139 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. O�9 't"ZG t N F�, O p - 83294PE OREGON '15` 114-Y 14,WO' 9) SS011 Tar's Renewal 6/30/2018 06/30/2017 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functtiions. Installers shall provide temporrae (503)581-8787 Ext bracing eSngir d ceiling.Locations hown forpoep chord lateral restraint oattached wall have bracinagt nstalled per BCSI sections B3,B7 or ulOy as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Buildin g.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page """4CO""^"Y listing this drawing,indicates acceptance of proTesslonai engineering responsibility solely for the des n shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.corn:ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEQN:24098 / T25 MONO Cost:R435 JRef:1W234350015 211246A Qty: 1 FROM: DrwNo: 181.17.1458.29543 Truss Label: DM / RTT 06/30/2017 610" T 6'10" 1111.5X4D C 12 6 [ Ln V B ■ A =3X4(A1) 3X5E I----22"1 6 10" 610" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL):NA BCLL: 0.00 Enclosure:Closed B 479 /- /240 /- 175 /- Lu: - Cs:not used VERT(TL):NA E 273 /8 /140 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ LL: 0.009 F Des Ld: 42.00 EXP:B ( ) Wind reactions based on MWFRS Mean Height:15.00 ft HORZ(TL):0.017 F B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.394 Bearing B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.257 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.237 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. .r,�� °P R O Ffis "GIN F,t, `�fo tel(/ 83294PE r''ry OREGON ��► ` 'L%"14,20 e, ssen Tao''( Renewal 6/30/2018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Compoper nent Safety Information,byTPI and SBCA fr sae practices prior to performing these functions. Installers shall provide tempora (503)581-8787 Ext attached rigid Cceiling.Locations hown fortpoermanent lateral restraint properly webs shall have braclnaot inssalledd per BCSI sections B3,B7 oroB1�0 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. f7efer to' /� drawings 160A-Z for standard plate positions. A-41/41141/4 LPINE N E Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page ^" N OAPANY listing this drawing indicates acceptance of pro donor engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEAN:24094/ T20 GABL Cost:R435 JRef:1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1458.34813 Truss Label: DS / RTT 06/30/2017 I 7' 14 7' 1----2'--1 (TYP) F- 3' i iv4X4EE((21) - ', A 12 En_o M , i u7 b B H v L -=3X4(A1)6 i --3X4(A1) H 271 1 14' 14' 1 22"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.113 J 999 240 B 1077 /175 /449 /- /127 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.220 J 746 180 H 1077 /175 /449 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.055 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.108 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 H Min B Width Req1.5 TCDL:4.2 psf r9 = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.483 Bearings B&H Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.606 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.136 Members not listed have forces less than 375# FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp.0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-E 386-1049 E-H 386 -1049 Lumber Top chord 2x4 DF-L 1800I-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard B-L 842 -97 L-H 842 -99 Plating Notes All plates are 1.5X4 except as noted. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Loading E-L 379 -136 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,except as noted. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind ��¢1�v PROF�ss Member design based on both MWFRS and C&C. �`f7 `G N /O Additional Notes ((/ 83294PE See DWGS A12015ENC101014,GBLLETIN1014,& �' 0' GABRST101014 for gable wind bracing requirements. OREGON �� SLY 14,20111 G) eeelt Tart Renewal 6/30/2018 06/30/2017 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI andSBCA)fOsafety practices prior to performing these functions. Installers shall provide temporary (503)581-87137 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections$3,B7 or B10, /416 as applicable. Applplates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TM1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page " O""" listing this drawinf� indicates acceptance of professional engineering responsibility solely for the design shown. The suabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 -- c.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEAN:23985/ T4 COMN Cost:R435 JRef:1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1458.41753 Truss Label: E / RTT 06/30/2017 6'9" 13'6' 69" 69" F4X5(R1) 1 Ai 1116 C in - E .__ 3X4(61) 411.5x4 _3X4(81) D 16'9" 69" 1 --1{ 6.9, t3'6" 1'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.006 E 999 240 A 708 /9 /280 /- /165 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.011 E 999 180 C 838 /29 /351 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 E - - Wind reactions based on MWFRS 42.00 EXP:B Des Ld: HORZ(TL):0.012 E - - A Min Brg Width Req= 1.5 Des d: :10.00 Mean Height:21.22 ft TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.380 Bearings A&C Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.406 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.161 Members not listed have forces less than 375# FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 90 -756 B-C 93 -763 Lumber Top chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard A-E 432 -33 E-C 432 -33 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. 83294PE "p rte/ \\\44,..l........009)REGON t +j 14,20 a at. Tan Renewal 6/30/2018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeefl attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10y as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of 1TW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pageAN listingthis drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEAN:23988/ T5 COMN Cust:R435 JRef: 1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1459.53110 Truss Label: El / WIT 06/30/2017 67" 13'4" 67" I e9" I w4x5rR1) • A 12 In 12 lhiiih6. ,o to- C Ts VAI E _. =4x4(82) I1I1.5x4 =3x4(61) D L 67" 6g" A 67" 1314" A 16"—I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in Ioc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.010 E 999 240 A 697 /9 /274 /- /163 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.018 E 999 180 C 833 /29 /350 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 E - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.019 E - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:21.22 ft TCDL:4.2 psf Code f Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.354 Bearings A&C Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.405 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.161 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 94 -744 B-C 94 -755 Lumber Top chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-l.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard A-E 426 -34 E-C 426 -34 :Lt Wedge 2x4 DF-L Standard: Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. �f �v so PROP & ‘4G 1 N E %O 83294PE 'y sem' OREGON /3 0,div 14,20�salt Tari\\ ,....,..............9) Renewal 6/30/2018 06/30/2017 '*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton yty56R7OR97Ext1t4 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro rl attached nod ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingfinstalled per BCSI sections B3,B7 or B110-, as applicable. Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Anm COMPANY truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the desi n shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.aipineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.icasafe.org Sacramento,CA 95828 I Job Number: 1706248BDC Ply: 2 SEAN:24120 / T6 COMN Gust:R435 JRef: 1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1500.25677 Truss Label: E1G / RTT 06/30/2017 I S 5 2 Complete Trusses Required 3'5'2 1, 67^ I 9'8"14 I 13'4^ 3'5^2 3'1'14 3194 37'2 ti5X8 Cii T 12 91.5X4 ti 1.5X4 12 V 6 D k E .. .. P. H G 1114X7(83) III4X10 III4X10 -3X8(63) F 4'5'12 4'2^8 47-12 1 4'592 I 813"4 I 13,4. 1113^-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT LL: 0.046 G 999 240 BCLL: 0.00 Enclosure:Closed ( ) A 4945 /329 /276 /- /163 /3.5 Lu: - Cs:not used VERT(TL): 0.093 G 999 180 E 5276 /362 /350 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.021 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.043 B - - A Min Brg Width Req= 2.6 NCBCLL:0.00 Mean Height:21.22 ft Code/Misc Criteria CreepFactor:1.5 E Min BrgWidth Req2.8 TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.290 Bearings A&E Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.749 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.905 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)!5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 A-B 183-2651 C-D 177 -2741 Lumber B-C 171 -2577 D-E 187 -2791 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x6 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. Nailnote A-H 1814 -121 G-E 1942 -125 H-G 1312 -85 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:2 Rows @ 4.00"o.c.(Each Row) Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails H-C 1678 -99 C-G 2050 -112 in each row to avoid splitting. 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) �3R TC-From 70 plf at 0.00 to 70 plf at 6.58 (SLE© ©F,� TC-From 70 plf at 6.58 to 70 plf at 14.83 �� s�i� BC-From 20 plf at 0.00 to 20 plf at 13.33 N OG 1 N E p BC-From 6 plf at 13.33 to 6 plf at 14.83 (? �� 2 BC-1472 lb Conc.Load at 1.90,3.90 ,/ 83294PE y BC-1492 lb Conc.Load at 5.90,7.90,9.90,11.27 0,00.-- Wind Member design based on both MWFRS and C&C. OREGON /3( 'V1.Y 14,2000 QI sell Tan ,t Renewal 6/30/2018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 E Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)tsafety practices prior to performing these functions. Installers shall provide temporary (S03)581-8787 Ext bracing per BCSI.Unless noted o therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10' as applicable. Apply plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. A LPI N E Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW AN truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional gngineering responsibility solely for the design design 8351 Rovana Circle For more Information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TP1:www.tpinst.org;SBCA:www.sbcindustry.corn,ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEQN:24032 / T8 GABL Cost:R435 JRef: 1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1500.58423 Truss Label: EGE / RTT 06/30/2017 6'9" 13'6' I 69' I 6.9" 1 I--79" I 7--1 Job Number: 1706248BDC Ply: 1 SEAN:24018/ T1 COMN Cust:R435 JRef: 1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1501.03490 Truss Label: F / RTT 06/30/2017 6' 12 6' 6' H 1114X5 T 1. T 12 N 8 v <J- re, B D _i_ _42 IljdllNMMII.......m.mmlummmmiuummmmino A ` 3X4(A1) III 1.5X4 E 3X4(A1) 1 6" 1 6' ` 6' 6' 12' A 1'6"H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.006 F 999 240 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT( 180 TL): 0.012 F 999 B 628 /31 /301 /- 1100 /5.5 Risk Category: D 628 /31 /301 /- /- /5.5 BCDL: 10.00 9 ry:II Snow Duration:1.15 HORZ(LL): 0.003 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.006 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:20.04 ft Code/Misc Criteria CreepFactor:1.5 D Min BrgWidth Re 1.5 TCDL:4.2 psf q= Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.233 Bearings B&D Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.209 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.107 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0y5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 B-C 77 -589 C-D 78 -589 Lumber Top chord 2x4 DF-L 18001-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard B-F 407 0 F-D 407 0 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. .0 PROFE'S'S 0�coaG1NF o 41 83294PE r /- OREGON 73` '/LY 14 20� 0 SS0,1 Tar i Renewal 6/3012018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI anc7SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (M3)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or B1 O, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Buildin g.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page "N NCO""" listing this drawing,indicates acceptance of prooessronat engineering responsibility solely for the design shown. The suicabili ty and use of this r7rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1706248BDC Ply: 2 SEQN:24115 / T26 COMN Cost:R435 JRef:1W234350015 211246A Qty: 1 FROM: DrwNo: 181.17.1501.07733 Truss Label: FG / RTT 06/30/2017 1 S 2 Complete Trusses Required 3'1"2I 6' 8'10"14 12' 3'1"2 2'10"14 I_ 2'10"14 3'1"2 1114X7 C II 12 87. %1.5X4 /1.5X4 B D c g/ii AE °? I� AIL ►l 5X5(A1) 4$ 4X8 -5X5(A1) 42"10 3'6"12 4710 r 4'2"10 I 7'9"6 f 12' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt 17.5 Ce:1.0 VERT(LL): 0.044 F 999 240 A 5476 /326 /239 /- /67 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.090 F 999 180 E 4670 /296 /239 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.016 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Mean Height:20.54 ft HORZ(TL):0.032 B A Min Brg Width Req= 2.9 NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 2.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.250 Bearings A&E Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.635 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.769 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chor Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 198-3038 C-D 189 -2997 Lumber B-C 188-2997 D-E 199 -3039 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x6 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. Nailnote A-G 2527 -161 F-E 2525 -162 Nail Schedule:0.131"x3",min.nails G-F 1765 -112 Top Chord:1 Row @12.00"o.c. Bot Chord:2 Rows @ 3.50"o.c.(Each Row) Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. G-C 1739 95 C-F 1740 97 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 67 plf at 0.00 to 67 plf at 6.00 QED PRO�� BC-From 20TC-From 67 plfat 0.00 to 20lf at 6.00 to 67 plfat 12.00 `tf at 12.00 Gj�� ��NF ss/Q BC-1640 lb Conc.Load at 0.56 BC-1493 lb Conc.Load at 2.56,4.56,6.56,8.56 4 �� �' 10.56 83294PE Wind 00,„,/ Member design based on both MWFRS and C&C. OREGON 134 `ZLY 14,20� e ss ell Tar c Renewal 6/30/2018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme reme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Compoonpent SafetyInformation,b TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext attached rigid ceiling.Locations shown fortoemhanent lathave ral neproperly t aint of webs shall have bracinagtjnssalled per BCS!chord shall B3,B7 properly O, as applicable. Apply plates to each face otptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., ""n"CO"""" listing this drawing,indicates acceptance of proiesslonaf engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANS PI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1706248BDC Ply: 1 SEAN:24016 I 12 GABL Cost:R435 JRef:1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.150121077 Truss Label: FGE / RTT 06/30/2017 ' 6' 12' { 6' 6' 1----2'--I =4X4 (TYP) E -r T 1St,•s i 12 II 1.... $ % 1 -v v rn E4. i � H 1 :/� Mme` A I t I 3X4(A1) =3X4(A1) j 12 .i 1.6" I 12' 12' -1 1'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT LL: 0.001 E 999 240 ( ) B* 122 /26 /50 /- /13 /138 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.002 E 999 180 H 352 /92 /179 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.002 J - - B Min Brg Width Req= - Mean Height:20.04 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.220 Bearings B&H Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.036 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.037 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent E0 PROpS. 3bottom 01.5. chord live load applied per IRC 12 section � ¢ t`31s �.� aGiNq.. �G Wind �t 83294PE lit- Member design based on both MWFRS and C&C. 000/ Additional Notes See DWGS A12030ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing requirements. OREGON \\ss...................0)73 `zfx 1a so°`�s-el; Tart Renewal 6130/2018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)5e1-9787 Ext bracing par BCSI.Unless noted 0 herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro eRy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingnstalled per BCSI sections B3,87 or .10, Aoidglibk as applicable. Applplater to each face ottruss and position as shown above and on the Joint-Details, Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN myCOMKNY truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prolessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com:TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEQN:24084/ 13 MONO Cost:R435 JRef:1W234350015 21124BA Qty: 7 FROM: DrwNo: 181.17.1501.25023 Truss Label: M / RTT 06/30/2017 F 5'10" I6, 5'10" 2' 1111.5X4p C 12 4 1 =-.- il B h N - lN 45 ' �, A ►—� F E 3X4(A1) 1111.5X4 f 2' 5'10" 510" H A 64 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph PE 17.5 Ce:1.0 VERT(LL):NA B 419 /11 /198 /- /44 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT TL:NA Risk Category:I ( ) E 227 /1 /111 /- /- /- BCDL: 10.009 ry: I Snow Duration:1.15 HORZ(LL): 0.005 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.010 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.258 Bearing B Fc Perp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.178 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.122 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. .( ii - PROFESS 0,5 �GINe. '0 83294PE Y it 0.0-3 OREGON !<, '1/LT 14,204b es *sell Tani Renewal 8/30/2018 06/30/2017 *'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss 'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing,and bracling. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 nr7 Component Safety Information,by TPI aSBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE 41111166 drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the n COMPANY truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesAneal on this drawing or cover pageAN listing this drawing,indicates acceptance of prooessronaf engineering responsibility solely for the design shown. The suit�briity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:wwwsbcindustry.com;ICC:www.iccsafe.org Job Number: 1706248BDC Ply: 1 SEQN:24086 / T16 GABL Cost:R435 JRef: 1W234350015 21124BA Qty: 1 FROM: DiwNo: 181.17.1501.44317 Truss Label: M1 / RTT 06/30/2017 12 4 C LO 315 `-- A rill.' p ti I 2' r H 2' I2. -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.017 C 999 240 D* 215 /140 /98 /- /54 /24.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.021 C 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 C - - B Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):0.008 C - - Bearing B Fcperp=625 Mean Height:15.00 ft psi. NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.375 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.144 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.01.00E0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Plating Notes All plates are 3X4(A1)except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,except as noted. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. windpR 5,' ,��© Op .., Member design based on both MWFRS and C&C. % 4 83284PE tip /ter OREGON /34 `ULY 14 20� 0 SSell Tanvi Renewal 8/30/2018 06/30/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI. Locations how i fortpermane shall lateral rest restraint properly webs shall have bracinagth stalled pereBCSI sections B3,,B7 or B1r01, �� as applicable. AppTy plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or over pag AN RW COMPANY listing this drawing indicates acceptance of prolessionangineerin responsibility solely for the design showsuaebility n. The subil' and use of this drawing .for ny structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindusby.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706248BDC Ply: 1 SEQN:24088 / 112 GABL Cust:R435 JRef:1W234350015 21124BA Qty: 1 FROM: DrwNo: 181.17.1502.08617 Truss Label: MGE / WIT 06/30/2017 4' _ 5'10" �6 4' "I 1'10" DE 12 • -i- 4 j ,- in B Cs1 C4 II A5 37/ 11 A —'' F 3X4(A1) r 6' - 4' 1'10" 2" I 2' -I_ 4' Io 510" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT LL: 0.006 H 999 240 BCLL: 0.00 Enclosure:Closed ( ) B 483 /384 /321 /- /205 /6 Lu: - Cs:not used VERT(TL): 0.007 H 999 180 F' 73 /38 /32 /- /- /66.6. 5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 H - - Wind reactions based on MWFRS 42.00 EXP:B Des Ld: H in HORZ(TL):0.003 - - B MBrg Width Req= 1.5 Des d: :10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 B Min BrgWidth Req 4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.375 Bearings B&B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.080 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.059 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,except as noted. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. �c��'e©PROp4 Wind Member design based on both MWFRS and C&C. �`co �G I N E . /O Right end vertical not exposed to wind pressure. 83294PE V' Additional Notes 0„,....- See DWGS A12015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing requirements. OREGON '73 ‘ 11 L?14,200'6 e Snell Tan's Renewal 6/3012018 06/30/2017 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro fl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10' �\ as applicable. Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of 11W Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a+mvcoowwv truss in conformance with ANSI/?P1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of prossioni engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.icasafe.org Sacramento,CA 95828