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Plans (70) .%\ '' C CR 'SW 'mc`(--,-, 11 C-\-, MAR 2 6 4.-4' + 45' ."1 m 1 -I ----------,: m - 1 I —z o -n ,, co a o x - -- q n AilliWilit7 33 - - -. OGE a •m cr) . — w w o o - > zmn cril=r1:11 mr r 12 3:1 rn , •-m-i 1\1 . m <,- mo - 1 v c,- Z N 0 M 0 __._ ./ .. --....... ‘.. _,_ EGE AGE 42' i m m I 49' 1 ,--- Customer: PARR LUMBER-HILLSBORO -o o r_ Desc. : Windwood lot 20 Elm/Boil o o 1-- co ADDRESS: 11411,181 .35- 7 M 2-3 z Desibned by: BILLY BREESE PC amok', NM 11.•aim 4.,kW., 0 I- •• •• Alpine, an ITW Company 5r oCircle Sacramento,/11111 CA 95828 ALPINE- Phone:(800)877-3678 800 8 7- 678(916)387-0116 0 AN RW COMPANY sacseals@itwbcg.com Site Information: Customer: Truss Components of Oregon,Inc. Job Number.' 0318171 JobDescription: Windwood lot 20 Elm/Bailey Address: City,State,Zip: TIGARD,OR Job Engineering Criteria: Design Code: IBC 2015 Design Version: 16.01.00.0327.16 JRef#: 1W 9K71750003 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(pst): 25.00-10.00-0.00- Floor Load(psf): None 7.00 This package contains a job notes page, 12 truss drawings and 5 details. Item Seal# Truss Item Seal# Truss 1 085.18.0702.12699 BGE 2 085.18.0702.12231 B 3 085.18.0702.12481 B1 4 085.18.0702.12388 A 5 085.18.0702.12513 AGE 6 085.18.0702.12450 CGE 7 085.18.0702.12668 C 8 085.18.0702.12449 CG 9 085.18.0702.12434 DGE 10 085.18.0702.12215 D 11 085.18.0702.12372 EGE 12 085.18.0702.12637 E ,sp PROFESS G1Ne• vO o 19575 �r 9 %, OREGON Renews 6/30/2019 Printed 3/26/2018 8:55:58 AM 03/26/2018 t , e r r , Job Number: 0318171 Ply: 1 SEAN:124582 /T13 GABL Cost:R7175 JRef: 1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 1 FROM:BB DrwNo: 085.18.0702.12699 Truss Label: BGE CY / GWH 03/26/2018 21' 42' 21' 21' 1--2'4*—I-- =5X07 T p • 5 1111.534(") _ - 3X7(**) J X5 • X (a) (a) n 4, n M1' - be _33 _ - - - r`AG AH =3X5(` BD 3XX7 =AR =3X 5(A1) I 42' I 42' I16—I 42' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.002 R 999 360 AG'151 /23 /47 /- /5 /504 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.009 P 999 240 Wind reactions based on MWFRS Risk Category:II BCDL: 7.00 Snow Duration:1.15 HORZ(LL): 0.004 W - - AG Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):0.007 W - - Bearing A is a rigid surface. Mean Height:22.40 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.340 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.065 Spacing:24.0" C&C Dist a:4.20 ft Rep Factors Used:Yes Max Web CSI:0.333 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord may be notched 1.5"deep X 3.5" Top chord 2x4 HF#2 periodically along top edge.DO NOT OVERCUT. Bot chord 2x4 HF#2 No knots or other lumber defects allowed within Webs 2x3 HF#2:M15 2x4 HF#2: 12"of notches.Do not notch in overhang or heel(first)panel. Bracing (a)#3 or better scab reinforcement.Same size&80% length of web member.Attach with 10d Box or Gun nails(0.128"x3",min.)@ 6"oc. Plating Notes All plates are 1.5X4 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be QED PROP cut or notched,unless specified otherwise. ,S�(i 619 Bottom chord checked for 10.00 psf non-concurrent Ory aG 1 N F�� Oy bottom chord live load applied per IBC-15 section 19575 9 1607. r Truss designed for unbalanced snow loads. .411 41110* Wind 1. 6/2118 Wind loads based on MWFRS with additional C&C OREGON member design. 011, r, Fp •4.20,199 �. Additional Notes 0L D w. See DWGS S12030ENC100815&GBLLETIN1014 for gable wind bracing and other requirements. Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byy��TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each faceoftrussand position as shown above and on the Joint"Details, unless noted otherwise. Defer to A ALPINE drawings 160A-2 for standard plate positions. Alpine,a division of ITW B ildin myon nts Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the AN rTW COMPANY truss in conformance withANSI/TPI 1,or for handling,shippm ,installation and bracing of trussesA seal on this drawing or cover page listing this drawing ndca s acceptance of proresslonalq engineering responsibility solely for the I slan shown. The suitability 8351 Rovana Circle and Else of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 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: 0318171 Ply: 1 SEQN:167309/T11 /COMN Cost:RR7175 JRef: 1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 2 FROM:BB DrwNo: 085.18.0702.12231 Truss Label: B CY / GWH 03/26/2018 7'5"3 14'7'10 21' 27'9"6 34'69342' I 7,5"3 I 6'9"6 6'9"6 6'9„6 6'9"6 I T5"3 I =5X7 E 12 03X5 "3X5 D F 5 ,3X5 W4 ;3G7 .. 1.5X4 W '4 1.5X4 ro m T1 B (a) H m N AN44%. / I 1.33 " m ma ,,, Ili,J — 4X8(A2) 0=3X5 =4X8 B2 4X8 =4X8 =3X5 =4X8(A2) — r 42' 1 10714 10'2"2 107"2 10'914 1'6" 10'9"14 21' 31'2"2 42' Loading Criteria(psi) 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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.331 M 999 360 A 1796 /329 /792 /- /136 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.798 M 887 240 I 1916 /349 /854 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.121 K - - Wind reactions based on MWFRS EXP:B HORZ TL:0.293 K - - A Min Br Width Des Ld: 42.00 Mean Height:22.40 ft ( ) g Req 9 NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 3.2 TCDL:3.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.953 Bearing I is a rigid surface. Soffit: 2.00 BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.936 Spacing:24.0" C&C Dist a:4.20 ft Rep Factors Used:Yes Max Web CSI:0.786 Members not listed have forces less than 375# p g FT/RT:2(0)/4(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:16.01.00C.0327.15 A-B 1469-3885 E-F 1017 -2435 B-C 1368-3475 F-G 1327 -3327 Lumber C-D 1374-3350 G-H 1322 -3452 Top chord 2x4 HF#2:T1 2x4 DF-L#2: D-E 1027-2434 H-I 1406 -3853 Bot chord 2x4 HF#1&Bet.:B2 2x4 HF#2: Webs 2x4 HF Std/Stud:W3,W4,W5 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on A-0 3507-1253 M-L 2831 -954 member. O-N 2838 -937 L-K 2831 -954 N-M 2838 -937 K-I 3473 -1207 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IBC-15 section 1607. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. B-O 261 -521 M-F 394 -944 O-D 576 -253 F-K 552 -216 Wind D-M 398 -966 K-H 224 -500 Wind loads based on MWFRS with additional C&C E-M 1314 -535 member design. ,t( O PROP ,..g, ‘AG 1 N q. 4.,0,lil Z 19575 '17Si, ' , ' I. 6/2118 OREGON 9"-OA,,, L.D.w.i90 4:4, Renews 813012019 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anri SBCA)for safetyPtpractices prior to performing these functions. Installers shall provide tempora (503)357-2118 Ext bracing per BCSI.Unless noted ojherwise,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 BCI 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. (tefer to ALPINE Edrawings 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 AM WCOMNY truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawingnM or cover page listing this drawing,indicates acceptance of ro-fesstonai engineeringresponsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the uilding 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 a tS r ' i Job Number: 0318171 Ply: 1 SEAN:167316/T10 /COMN Cust:RR7175 JRef: 1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 4 FROM:BB DrwNo: 085.18.0702.12481 Truss Label: B1 CY / GWH 03/26/2018 T5'3 14'2"10 21' 26'11"8 33'3" 39'10" 42' 7'5"3 6'9"6 I 6'9"6 5'11"8 I 6'3"8 6'7" 2'2" =6X8 E 7 .s. T 111.5X4 12 D F 5 ''',---3X7 12 2.8 1.5X4 .� a H to B `o Ti01 Aiiii\ ` T4 =H0612(++) A ;_.��_ __ __'4 J12 TS II'la -- '• B3 N ML _ K 9e 3X10(61) S =—H03R Q 08 =8X8 =8X10 1111.5X4 1111.5X4 r 42' i 10'9'14 10'2'2 5'11"8 6'3"8 _I 6'3"8 I 2'5"8 10'9'14 21' 26'11"8 33'3" 39'6"8 42' Loading Criteria(psf) I 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:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.369 F 999 360 A 1775 /324 /784 /- /136 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.761 F 651 240 J 1937 /350 /861 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.178 L - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.367 L - - A Min Brg Width Req= - NCBCLL:0.00 Mean Height 22.40 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 2.1 TCDL:3.0 psf rigid 2.00 BCDL:0.6 psf Bldg Code: IBC 2012 Max TC CSI: 0.951 Bearing J is a surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2007 Max BC CSI: 0.976 RepFactors Used:Yes Max Web CSI:0.885 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.20 ft Maximum Top Chord Forces Per Ply(ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.15 A-B 1450-3833 F-G 1268 -3222 Lumber B-C 1349-3423 G-H 1260 -3307 C-D 1355-3298 H-I 1482 -4093 Top chord 2x4 HF#2:T1 2x4 DF-L#2: D-E 1005-2376 I-J 1815 -5027 :T4,T5 2x4 DF-L#1&Bet.: E-F 1359-3273 Bot chord 2x4 HF#2:B3,64 2x4 DF-L#1&Bet.: Webs 2x4 DF-L#2:W1,W2,W7 2x4 HF Std/Stud: :W3,W4,W6 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :W5 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Bracing A-S 3460-1236 0-N 3714 -1274 (a)Continuous lateral restraint equally spaced on S-R 2790 -918 N-L 5086 -1804 member. R-Q 2790 -918 M-J 720 -258 Plating Notes Maximum Web Forces Per Ply(lbs) All plates are 3X5 except as noted. Webs Tens.Comp. Webs Tens. Comp. (++)-This plate works for both joints covered. B-S 261 -520 Q-O 2004 -603 Loading S-D 579 -253 0-F 216 -492 D-Q 401 -970 0-H 328 -827 Truss designed for unbalanced snow loads. E-Q 546 -223 N-I 530 -1371 Wind ftp PROFF E-O 1474 -590 L-J 3887 -1375 Wind loads based on MWFRS with additional C&C 4 SS/ member design. G�� NxG l Ft 9z 19575 4' 7 • /r 1. 6/2118 OREGON s9O .,e,,srR ` N� Renews 6130/2019 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)Mr safe y rg. adices prior to performing these functions. Installers shall provide temporary (503)357.2118 Ext bracing per SCSI.Unless noted dtherwise,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 ins-tailed per BCI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE' PI 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 drewing,an failure to build the AN IIWM.1NY 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 ro-fessionaT engineeringrespons bility solely for the design shown. The suitability drawing, use of this awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 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 r " Job Number: 0318171 Ply: 1 SEAN:124569 /T7 / COMN Gust:RR7175 JRef: 1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 8 FROM:BB DrwNo: 085.18.0702.12388 Truss Label: A CY / GWH 03/26/2018 7'5"3 14'2"10 21' 27'9"6 34'6'13 42' hT5"3 6'9"6 6'9"6 I 6'9"6 6'9"6 T5"3 =5X7 F 3X53X5 E G 5 12 3XD7 W4 3H7 1.5X4 Za) *01.5r4 =oC oeN J A_...00°. ,, r K 8(A2) =3X5 =4X8 B24X8 =4X8 =3X5 3X10(BSR) i 1 42' 1 I 2'6"3 I 10'9"14 I 10'2"2 10'2"2 I 10'9"14 11'6" 10'9"14 21' 31'2"2 42' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed: 120 mph Pt:23.1 Ce:1.2 VERT(LL): 0.344 N 999 360 B 1994 /358 /897 /- /152 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.823 N 857 240 J 1909 /344 /854 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.121 L - - Wind reactions based on MWFRS EXP:B HORZ TL:0.290 L - - B Min Brg Width Req= 3.3 Des Ld: 42.00 Mean Height:22.19 ft ( ) 3.1 NCBCLL:10.00 TCDL:3.0 psf Code/Mem Criteria Creep Factor:2.0 J Mm Min Brg s B Width Req=&J are a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.950 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.941 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.20 ft Rep Factors Used:Yes Max Web CSI:0.771 Maximum Top Chord Forces Per Ply(ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 1360-3798 F-G 1010 -2417 C-D 1286-3406 G-H 1320 -3308 Lumber D-E 1292-3281 H-I 1315 -3433 Top chord2x4HF#2 E-F 1002-2417 I-J 1399 -3834 Bot chord 2x4 HF#1&Bet.:B2 2x4 HF#2: Webs 2x4 HF Std/Stud:W3,W4,W5 2x4 HF#2: Maximum Bot Chord Forces Per Ply(ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-P 3416-1166 N-M 2814 -930 member. P-O 2804 -924 M-L 2814 -930 O-N 2804 -924 L-J 3456 -1182 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IBC-15 section 1607. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. C-P 199 -479 N-G 394 -965 P-E 542 -191 G-L 551 -215 Wind E-N 389 -944 L-I 224 -501 Wind loads based on MWFRS with additional C&C F-N 1304 -525 member design. ,c�� O PROFS �y GUMF �O 0 19575 �� 9 /r l -- I. 1. 6/2118 OREGON v Renews 8/30/2019 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses reQuiire extreme care in fabricating,fondling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component[Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (5031 357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper9y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCI sections B3,B7 or B10, as applicable. Appplates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracingof trussesA seal on this drawing or cover page listing this drawing Indicates acceptance of professlonal engineering responsbility solely for the desgign shown. The suitability 8351 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana C Circle 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: 0318171 Ply: 1 SEQN:124573 /T9 / GABL Cost:RR7175 JRef: 1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 1 FROM:BB DrwNo: 085.18.0702.12513 Truss Label: AGE CY / GWH 03/26/2018 21' 42' II 21' 21' T4" 1'4" =5R7 (4) 123X7(**) - 3X7(**) 5 V K i Y *� (a) (a) • (a) �* Qo be 1 _ M1 o 4 B 00000000•00.001 1 r 31/ " I ` " �_AH A/ /%////////%% 1//////%/////// /�///////%// - Al —3X5(A1) 63X7 B2 =3X7 =3X5(A1) 1 14' 1 14' 1 t4' i 2'6"3 I 42' 1'6' 42' 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:1.1 CAT:II PP Deflection in loc L/defl IJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):-0.002 BN 999 360 g* 121 /21 /51 /- /12 /168 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.007 S 999 240 BE*137 /14 /41 /- /- /168 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 X - - AS*114 /20 /48 /- /- /168 Des Ld: 42.00 EXP:B HORZ(TL):-0.006 BN - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.19 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= - TCDL:3.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.407 BE Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf AS Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.124 Bearings B,BE,&AS are a rigid surface. Spacing:24.0" C&C Dist a:4.20 ft Rep Factors Used:Yes Max Web CSI: 0.265 Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Additional Notes Top chord 2x4 HF#2:T1 2x4 DF-L 2400f-2.0E: See DWGS A12030ENC101014,GBLLETIN1014,& Bot chord 2x4 HF#1&Bet.:B2 2x4 HF#2: GABRST101014 for gable wind bracing and other Webs 2x3 HF#2:M15 2x4 HF#2: requirements. Bracing Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT. (a)#3 or better scab reinforcement.Same size&80% No knots or other lumber defects allowed within length of web member.Attach with 10d Box or Gun 12"of notches.Do not notch in overhang nails(0.128"x3",min.)@ 6"oc. or heel(first)panel. Plating Notes All plates are 1.5X4 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be eQ PROFF cut or notched,unless specified otherwise. 4( S Bottobottom chord live lCked for 10.00 oad applied per IBC-1sf 5 non-concurrent 0 aG NF /0 vOy 1607 ;5 _Truss designed for unbalanced snow loads. r Wind I. 6/2118 Wind loads based on MWFRS with additional C&C OREGON member design. 0 9 `o, 20,19e6 r ROLD W"�� Renews 6/90/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)(Srsafe y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI..Unless noted omerwise,top chord shall have properly attached structural sheathingand bottom chord shall have properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq insalled per BCI sections B3,B77 or 510, as applicable. Ap iy plates to each face oftrussand 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 ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN RW.OMPANY 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 engineering. responsibility solely for the design shown. The suithbility 8351 and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sgec.2. 8351SacrRovana C Circle 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: 0318171 Ply: 1 SEAN:124584/T2 / GABL Cust:RR7175 JRef: 1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 1 FROM:BB DrwNo: 085.18.0702.12450 Truss Label: CGE CY / GWH 03/26/2018 6" 12' 6' 6' (—2'--{—1'4"—i =4XX5 (TVP) _ i i M 12 �' 10 V in 14 B'9I • •• •. •• r. r,J di3 A =-2X4( =2X4(61) 12' 12' I—14" I 12' 1'4"—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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.001 F 999 360 J• 175 /46 /64 I- /16 /144 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.004 F 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 E - - J Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):-0.004 E - - Bearing B is a rigid surface. Mean Height:20.34 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.302 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.055 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.110 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 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 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss designed for unbalanced snow loads. Wind P me Wind loads as based on MWFRS with additional C&C GO FF' SA% Additional Notes 19575 � 9 See DWGS S12030ENC100815&GBLLETIN1014 for gable wind bracing and other requirements. 411 Top chord may be notched 1.5"deep X 3.5" 1. 6/2118 periodically along top edge.DO NOT OVERCUT. OREGON No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang v� or heel(first)panel. 9'QOL D,12° � Renews 6130/2019 *'WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component safety Information,by PI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357.2118 Ext bracing per BCSI.Unless noted omerwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3,B7 or B10 as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Componnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover Inge listing this drawing,Indicates acceptance of oro-fess•onau engineeringresponsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Seec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsLorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0318171 Ply: 1 SEQN:124586 /T1 / COMN Cust:RR7175 JRef:1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 1 FROM:BB DrwNo: 085.18.0702.12668 Truss Label: C CY / GWH 03/26/2018 6' 12' 6' 6' 1114X5 -r m 12 `v 10 rn rn ro B :... alta A =2X4(61) 1111:X4 =2X4(81) E L i" 12' "j 6' 6' H 1'4" _I_ 6' "I' 2' -H 1'4"HI Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria I A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.005 F 999 360 B 649 /112 /325 /- /129 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.013 F 999 240 D 649 /112 /325 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 F - - Wind reactions based on MWFRS EXP:B HORZ TL:0.012 F - - B Min BrgWidth Re 1.5 Des Ld: 42.00 Mean Height:20.34 ft ( ) q NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.5 TCDL:3.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.391 Bearings B&D area rigid surface. Soffit: 2.00 BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.264 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:0.107 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 144 -578 C-D 144 -578 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. yoke PROFESS �� GtNF 'O 19575 �� p ,- / I. 6/2118 OREGON 1R" en.20,190 !_Y Opp "N Renews 6/30/2019 ''*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)Mr safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,67 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 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 MN 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 nro-fessionaf 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.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbdndustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0318171 Ply: 2 SEQN:167318/T12 /COMN Gust:RR7175 JRef: 1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 1 FROM:BB DrwNo: 085.18.0702.12449 Truss Label: CG CY / GWH 03/26/2018 1 $ s 2 Complete Trusses Required 3'3'2 6' 8'8'14 12' 3'3"2 2'8'14 2'8'14 3'3"2 I 11148 C -r %3X10 10 millipi 12 Ogle 0 e ,` a / H G F '=' 04X8(1310R) 1113X10 =8X8 1113X10 '14X8(1310R) 1 12 '1 3'3'2 28'14I 2'8"14 3'3'2 3'3'2 6' 8'8'14 12' 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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.058 G 999 360 A 4891 /917 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.117 G 999 240 E 5000 /937 /- /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.024 B - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.047 B - - A Min Brg Width Req= 4.0 Des Ld: 42.00 Mean Height:20.90 ft � ) E Min BrgWidth Req4.1 NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 = TCDL:3.0 psf id surface.A&E are a s rigid Soffit: 2.00 BCDL:0.6 psf Bldg Code: Custom Max TC CSI: 0.272 Bearings g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.928 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.612 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.15 A-B 596-3174 C-D 425 -2261 Lumber B-C 425-2260 D-E 599 -3194 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud:W3 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Nallnote A-H 2405 -450 G-F 2399 -449 H-G 2383 -446 F-E 2422 -453 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:2 Rows @ 2.50"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. H-B 1174 -212 C-G 2719 -501 12"o.c.spacing of nails perpendicular and parallel to B-G 177 -942 D-F 1202 217 grain required in area over bearings greater than 12" G-D 181 -965 Special Loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 76 plf at 0.00 to 76 plf at 12.00 BC:From 7 plf at 0.00 to 7 plf at 12.00 BC:1775 lb Conc.Load at 2.06,4.06,6.06,8.06 Eo PROF BC:1796 lb Conc.Load at 10.06 .(�� . Wind (%e? �C,INE. ' 0 Wind loads and reactions based on MWFRS. 19575 p ,- t. 6/2118 OREGON '9O`.20,194b "• "- Renews 613 012 01 9 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0.Box468 Trusses require extreme care in fabricating,handling shipp in installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by_TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary (503)357.2116 Ext bracingper SCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathin and bottom chord a hall have a properly attachd rigid ceiling. Locations shown forpermanent lateral restraint Of webs shall have bracingq installed per BCI sections B3,B7 or B10, as applicable. Applplates to each faceoftrussand position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSIiIPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawl g or cover page listing this drawing,Indicates acceptance of prdfessionaf 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 Sac.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;SISCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0318171 Ply: 1 SEQN:167329 /T8 I GABL Cust:RR7175 JRef: 1W9K71750003 Windwood lot 20 EIMBailey Qty: 2 FROM:BB DrwNo: 085.18.0702.12434 Truss Label: DGE CY / GWH 03/26/2018 2'8" 3'11"8 2'8" 1'3"8 -i DE 12 p ii T T 5 D M . . 1 A ►'_: GF 2X4(A1) J- i 3'11"8 i 2'8" 1'3"8 1'6" 2'8" I_ 3'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria 1 A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Lldefi L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):-0.014 H 999 360 B 482 /270 /217 I- /184 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.027 H 999 240 F 211 /143 /84 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.007 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.012 C - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - NCBCLL:10.00 TCDL:3.0 sf BCDL:0.6 psf Soffit: 2.00 p Bldg Code: Custom Max TC CSI: 0.340 Bearing B is a rigid surface. 0.175C CSI: 2007 MaxStd: Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.112 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:M1 2x3 HF#2: 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 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A12015ENC101014,GBLLETIN1014,& �_L' O PRO1 . GABRST101014 for gable wind bracing and other CO .• G 1 N F SAO requirements. C4 N4 �` Z Top chord may be notched 1.5"deep X 3.5" 19575 V periodically along top edge.DO NOT OVERCUT. e r No knots or other lumber defects allowed within . 12"of notches.Do not notch in overhang e- or heel(first)panel. 1. 26/2118 OREGON 9,Qo`.20,,9 W. Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O Box 468 Trusses req ire extreme care in fabricating,handling shi pin installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 ComponenttSafety Information,by�TPI and SBCA)Ter safely practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per BCSI.Unless noted otherwise,top chord shat have properly attached structural sheathing and bottom chord shall have 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. Applates to each face of truss and position as shown above and on the Join 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 drawin any failure to build the AN,TW COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing Indicates acceptance of professional engineeringresponsibility solely for the design s$hown. The suitability 8351 and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/WI 1 Sgec.2. 8351 Rovana C Circle 95828 For more information see this Job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinsl.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0318171 Ply: 1 SEAN:167326 /T6 / MONO Cust:RR7175 JRef: 1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 5 FROM:BB DrwNo: 085.18.0702.12215 Truss Label: D CY / GWH 03/26/2018 III 1.5X4 CD 12 • r 5 M ,_B CV II 4' A 17-41F E III 1.5X4 2X4(A1) 3'11"8 I. I- 1'6" -I 3'11"8 H 3'1 1"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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 314 /37 /154 /- /37 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 139 /27 /67 /- /- /- BCDL: 7.00 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):0.004 F - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 E Min Brg Width Req= - NCBCLL:10.00 TCDL:3.0 psf Bearing B is a rigid surface.Soffit: 2.00 BCDL:0.6 psf Bldg Code: Custom Max TC CSI: 0.207 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.095 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:0.111 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Wind Wind loads based on MWFRS with additional C&C member design. PROFESS 4'W) c`co aGINFF OZ 19575 '9 %r /- i I. 6/2118 0 OREGON J I4)"0 ;owe' Renews 8/30/2019 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by l PI ana SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attaches rigid ceiling Locations shown for Permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3,B7 or 810, as applicable. Appy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Compon nts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN I'M COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge, listing ths drawing indicates acceptance of roressionaf engineeringresponsibility solely for the design shown. The suitability Rovana and use of this drawing for any structure is thepresponsibility of the uilding Designer per ANSIITPI 1 Sec.2. 83511aRovan C Circle 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.iccsate.org Job Number: 0318171 Ply: 1 SEQN:167324/T5 / GABL Cust:RR7175 JRef: 1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 1 FROM:BB DrwNo: 085.18.0702.12372 Truss Label: EGE CY / GWH 03/26/2018 12 CD 5 riM T B LJ r . N 41 fV A i F E 2X4(A1) i 2'11"8 i 1 1'6" -I 2'11"8 1 2'11"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:1.1 CAT:II PP Deflection in loc L/defl IJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 433 /252 /198 /- /150 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 127 /87 /58 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 F - - Wind reactions based on MWFRS EXP:B HORZ(TL) 0.001 F - - B Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:15.00 ft E Min Brg Width Req= - NCBCLL:10.00Code/Misc Criteria Creep Factor:1.5 TCDL:3.0 psf Bldg Code: Custom Max TC CSI: 0.340 Bearing B is a rigid surface. Soffit: 2.00 BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.049 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.083 Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud 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 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A10015051014, 1014,& GABRST05 014 for gable wind bracing ' -' pROFFss/ requirements. O,5 aOtPt'E- 0 19575 9 /- iAiliw 1. 6/2118 OREGON0 v 9 20, .9-OL ' Renews 813 012 01 9 "'WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses Ire extreme care in fabricating, andlina shipping,installing.and bracing.,Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component yy�� fety Information,byy�TPI and SBCA)ter safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted oiherw!se top chord shall have properly_attached structural sheathing and bottom chord shall have a propperl attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10y as applicabl Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to A LPI N E 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 ITW COMPANY truss in conformance with ANSI/7P! 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 designBuilding 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: 0318171 Ply: 1 SEAN:167321 /T4 / MONO Cust:RR7175 JRef:1W9K71750003 Windwood lot 20 Elm/Bailey Qty: 9 FROM:BB DrwNo: 085.18.0702.12637 Truss Label: E CY / GWH 03/26/2018 III 1.5XC4D 12 5 M l' B is) CV -ailigallIllIl CV 1 �I A M F E 1111.5X4 2X4(A1) A 2'11"8 i F 1'6" 2'11"8 2'11"8 Loading Criteria(psi) 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:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 281 /34 /139 /- /30 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 86 /17 /47 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 F - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.001 F B Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:15.00 ft E Min BrgWidth Re NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 q Soffit: 2.00BCDL:0.6 psf Bldg Code: Custom Max TC CSI: 0.186 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.042 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:0.054 Loc.from endwall:Any FT/RT:2(0u4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Wind Wind loads based on MWFRS with additional C&C member design. ,oke PROFESS Cp 1 G%N E spy 19575 '9 Air // 1. 6/21 8 OREGON 9- r .OLD W Renews 8/30/2019 "*WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANTT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing.and bracin Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performingrthese functions. Installers shall provide temporary (503)357.2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attachd rigid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracinginstalled per BCSI sections$3,B7 or B10, as applicabe. Ap Tplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin anyy 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 listing this drawing,indicates acceptance of professionar engineering responsibility solely for the design shown. The suitability Circle 51 Rovana and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8383Sa51aRovan CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsate.org Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Or' 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace IN (1) 2x4 'L' Brace is (2) 2x4 'L' Brace mu (1) 2x6 'L' Brace 5 (2) 2x6 'L' Brace Sw Bracing Group Species and Grades' Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al S Spruce-Pine-Fir Hem-Fir {) r #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' NI / *2 Standard *2 Stud - S r #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud 03 Standard CD • O Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' HStandard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** Q1 #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' D3 *3 J k SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d (U DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B' U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir +) _ S P r #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 S1Btr L Y H F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' l O fl Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou•as Fir-Larch Southern Pincus'. #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 0 *1 SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' © *2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). 41 0,-1 D F L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' Iw*For 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. CS SPP #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' u' U H F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Vlnd Load deflection criterion Is L/240. O fl Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X S P #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf IC Dead Load). #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers CS #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. - D rC L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Synt't If,; Attach 'L' braces with 10d(0,128'x3,0' min) nails. About T. I is �, a )1( For<1) 'L' brace' space nails at 2' os. • In 18' end zones and 4'o.c. between zones, Diagonal brace optics r°i 31E31�'or<2) 'L' braces' space nails at 3' o.c. go - - 1%._ In 18' end zones and 6' o.c. between zones. vertical length may be ;� doubled when diagonal 18' i# 'L' bracing rust be a minimum of 80X of web brace Is used. Connect L I V� * member length. diagonal brace for 3355 I 'L' ' at each end Max web Hr ce 411 Gable Vertical Plate Sizes total length Is 14'. BM Vertical Length No Splice 2x4 D.Fr D2 or Less than 4' 0' 1X4 or 2X3 better agonal r '}' Greater than 4' 0', but 2X4 Vertical length shown brace' single 18, ; less than IL' 6' In table above, or double cut Greater than 11' 6' 3X4 /100 �� (as shorn) at L_ 7 ire 17 �1 4 + Refer to common truss design for Iupper end. {? 4 {1 U I�I 1:1ce u 1 1 i peak, splice, and heel plates. 1/ / / / / /ontinuous Bearing , • 13.0 / Refer to the Building Designer for conditions Connect dagona at I� not addressed by this detail. midpoint of vertical web. Refer to chart above for m• 41• •T '._tin, �+ �READ AND FDUDv ALL ram ON THIS BRAVING' ‘ 14d EF REF ASCE7-10-GAB12015 e Trina FURNISH THIS DRAWING ID ALL CO(TRACIOtS INCLUDING TIE DISTILLERS 'r Trusses require wstrene core in fabricating,handling,shipping,installing and Refer to and 19575 follow the�o perf�Udeg theseMeta, gide g)tepo for safety SL ��, DATE 10/01/14 1orMsecss nos ted otherwise,tap dvxd s all hove properly attached structural Shea button dwrd i- DRWG A12015ENC101014 shall have a acing properly attached rCSI';wi't"s L83,87 shoes for permanent lateral restrarrt of webs 0 6/20 8 A��r� t[ shwa have Ystass per POI sand o:g3,D7*eV Det os opo9cable. Apply pings to each face - //`I I' I\\Ji RF truss and • as sham above and m the Joint Details,=toted otherelse. Refer to ora leaf-z for stertddrd pate pdwPtlane. ^ OREGON � Alpha,a dvld n of ITV Allob'p Components Group Inc shall not be responsible for arty deviation from V, AN TTWODI'APANY this,I-aehy any failure to head the truss in conformance with ANSI/TPI I,or for hondk'g,shipping, '94b`+n.2O,4944 6',- MAX, TOT, LD, 60 PSF installation L bradng of trusses. V A seal on this drawing or cover listing tits drawhe includes acceptance of professional 'TQ I D fx�ttre t▪ esaldresp Mdit eP show'.eVAdtip Designer perr The aaH.beand ANSYiPI uw oPI Seca 8aMne 13389 Lakefront Drive Earth City,MO 63045 For wort Information see this Job's general notes page and these web sites Renews 0/3012019 MAX, SPACING 24.0' - AIPIE.eeeulpIneltr.com'TPD sew.tpwwtorg'SDCA wewsbdMustryaa rICG en .o jccsaferg Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or' 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace le (1) 2x4 'L' Brace IN (2) 2x4 'L' Brace CC (1) 2x6 'L' Brace III (2) 2x6 'L' Brace ell Bracing Group Species and Grades' Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Ai S #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hen-FN U S P r #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' kl*3*2 Standard *2 Stud Stud 03 Standard Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' • Q Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' Douglas Fir-Larch Southern Phelan QJ #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 *3 —I SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard J (1_1 DFL #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard 4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' Group Bl U #1 _ / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir --P S P F #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' *1 & Btr L 1--)- H F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' CU I l Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Dou.as Fir-Larch Southern Phonon #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' ® *1 SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' © *2 W 0.--I D F L #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' reeFor 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values ray be used with these grades. d SPF #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' 13 U H F Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O I l Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over X #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing(5 psf TC Dead Load). d SP #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. (%1-II D F L Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symmr Attach 'L' braces with IOd (0.128'x3.0' min) nails. About 11 rIa s* For (1) 'L' bracer space nails at 2' o.c. • �Bi In 18' end zones and 4'o.c. ata zones. Diagonal brace option' a *War (2) 'L' braces' space nails 3' o.c vertical length may be i T : In 18' end zones and 6'o.c. between zones doubled then diagonal 2 18' � � # 'L' bracing must be a minimum of 80X of web brace is used. Connect L 4 ; member length. diagonal brace for 385* 'L., ` Gable Vertical Plate Sizes at each end. Max web Br•ce 4 total length Is 14'. ♦ 1 LesserticVertical Length LX4 or 2X3 2x4 DF-L 112 or ' than better diagonal r Greater than 4' 0', but 2X4 Vertical length shown111/1 brace; single less than 11' 6' In table above, or double cut 18' Greater than 11' 6' 3X4 P./ (as shown) at El _ 1 + Refer to common truss design for ill upper end. El 4 a at Q u a Pi/. ` peak, splice, and heel plates, / / / / continuous Beorhp w P-O Refer to the Building Designer for conditions Connect diagona at 1 not addressed by this detail. midpoint of vertical web. Refer to chart above for m•. _ . - 'th. -uclRTANT FU iedIARNINGilBAVING ALL NOELS TaRS dial DRAWING'TiE INSTAL ERS t;\ ��'1 Flt 'y REF ASCE7-10-GAB12030 Trusses regale extreme care In fabricating,handing.shipping,installing and lwadnq, Refer to and 19575 9 follow the latest edition of DEE Conporrnt Safety Intonation,by TPI and SDCA)for safety r,, DATE 10/01/14 practices prior to perforMp these functions. )nstaaers shall provide temporary b•adro per HCSL / Unless noted otherebe,top dgrd shall haw propnty attached permanent :into and bottom acrd DRWG A12030ENC101014 e shall have a properly nttadied at Wkq Lacatlons poen for lateral restraint of webs �- ,a�p r� '[ it haw 6r�hsta,ed per BC51 sections ea,ey or B t ns�pplk a Apply plat.:to.ad,face 0 '6/20 8 ' O I\VI of truss and a:sheen above and on tM.faint DetaLs,vele::noted ogwrwlw. OREGON Refer to dro IfeA-z for standard pate poafdans. Alpine,o dolslan of ITv Bull Carpwunts Crap Inc shall not be respondhle for ,deviation from • AN flW�MMNY Installation s Paurf to the truss h conformance with ANs[/TP1 4 or vat handInp,shbphB, '9 'tan.20,t9°b .f MAX. TOT. LD. 60 PSF braaag of mases. A seal on this drawing or cover paz listing this drowv,indcates acceptance of professional O NV far'"r` 14sic«.TIM..aa`re BtY d the. B Designer A1NSVIW1 Se a dr'gine1338 p Earth City,MO6304akefront 5 For mare information see this page Reneasel9onotB MAX. SPACING 24.0' Earth MO 63045 Kyr.m selt•.can;TPI,swwtpinetorg MEM a isJ dveMtry ICO e J fearp • CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinf orcement or reinforcement method Is desired. L-Reinf. # 11,4, Apply to either side of web narrow face. , Attach with 10d (0.128'x3.0',min) nails , at 6' o.c. Reinforcing member Is , Notes a minimum 80% of web member length. ,� _ This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. >j Alternative reinforcement specified in chart below may be conservative. mm For minimum alternative reinforcement, re-run design with appropriate V reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement! Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. IN Attach with 10d (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(* Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I (310 Center scab on wide face of web. Apply (1) scab to each face of web. ■ 0 PRO # FFS T FURNISHAIRM MS �ro�� �TM A LER 0�5 �C�1NFF�S�9,, TC LL PSF REF CLR Subst. Trusses resin.strenr care in fabricating,handling, ,hstsU4c and macro. Refer to and 19575 r TC DL PSF DATE 10/01/14 Pallow the latest station of SCSI O Component Safety frtiarnatlon,by TPI and SECA)for safety , practices prior to performing these functions. Installers shall provide t�Ipor.w a'aCIr10 Per ottani Unless noted otherwise,tap card.hall have Properly attached structural ste N]Gatto"alard :C DL — PSF DRWG BRCLBSUB1014 shell hove a property attached rIpW�l►��Iyy L.awtkro sho.n for pernanerrt lateral retralnt oP;Ms e- i shall hove Yutat d per SCSI,Mkns SS.S7 or 510,as eppUcoble Appl plots to eadl sac. of trrss and�aan a tr above and en the Joint Stals,lidee noted o h.r.l,.. 0 6/20 8 BC LL PSF A PNC �F.r to IAOA-z for standard pat.Group,I OREGON Alpert,a aviran or m WRING Components Gray Inc.ashall not b.r.spenrrt.for any deviation Fran G� v TOT, LD, PSF AN 111NODMRttW1f this drawing,any f.j(r,to bled the truss In can.ornanc.with ANSI/TPI 1 or for horlalerp,shipping, hstsUatlon bradrlg of tresses. '9A`on.20,190 6:. A seal on this drawing or cover listing*1.drawing,indicates acceptance of professional Per r spa,ode ,s.t y the�:Azsha. DsP o.r por and twilit,this drawing OL0 .1)41‘' DUR. FAC. 13389 Lakefront Driv � �PR SeCZ Earth City,MO 63045 For mare.Ifernaton see this Job's general note ppoompe and to.,.web Mem SPACING &PIM...alpb It..Coru TPI.eee.tpbatorgl SECA,...dbdndlstryor'gi!CO...Axsafe,org Rana.t alAn,ata ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' — no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid—height and brace stiffback to roof diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top! Continuous roof sheathing Botl Continuous ceiling diaphragm H Greater than 7'6' to 12'0' maxi provide a 2x6 stiffback at mid—height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L—reinforcement attached Nails! 10d box or gun (0.128'x3',min) nails. to stiffback with 10d box or gun (0.128 x 3', min.) nails @ 6' o.c. I I t r.1 N 1 2X4 Blocking 01 nailed �1rkt �� 45° sheathing andIl . each truss - w— — — — — —1111�cm 2X4 DF—L #2 H/2 or better 1 diagonal brace. Attach each end N i for 560#, kr ) 11 ' ■ ■ ■ ■ ■ ■ ■■I ■ Gly �■�■�■.■■■■■■ ........w.„,_ ontinuous Bearing — 2x6 #2 Stiffback attached -to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. 4�e0 PROF•F S T r+ �AISTse FURNISH DOS CRAVING III ALL,1,1 c/•c �GINFF�S'0 REF GE WHALER IsilINKR1:111111RACItIRS INCLUDING ME=TALLER& Trusses require smtr.ns cors In fabricating,hmndFlg,sIdpprtp,Inst lig mud bradro. Refer to and 19575 DATE 10/01/14 Pollee the latest edition of SCSI slang component safety nlfarnation,by TPI and SECT for safety r r practkes prior to performh9 these f""tion`' k"s""rs shml provide tMpaerr+rw a pM �' DRWG GABRST101014 UMea noted otiersse,tap d'ea'd ahnU have properly attached structural Shea bottom dnord . shell hove a properly attached NOW c.fth Locations shorn for permorertt atoral restraYrt of eebs dell how b'a&p b.tatted per SCSI svcifare 13,07 or 810,as oppUc e. Apel pates to eadi face Afl Ip0 N E of truss end Alpo son as dean above and on in;Joan!Seta`s,vdess�nand ather+W. 0 26/20 8 �-1 11--�� Refer to drawings ua-2 for standard plate positions. OREGON Mpbne,ls dv ken ITV 1ulaq Compo ents Grouq Inc.shall not be respansba fx a�y d,Matim ere" ANRVVaDMRMi1i tNs dradng ony faWre to bWldti,e truss h can.arnence sth IWSI/TPI I ar for horde° supping v MAX, T❑T, LD, 60 PSF Installation I bradng of trusses.cover pep 7 2n.20,001' 'r ,— A seal am this droving whop fe Yr dioen�Tie NhhAKy tib a"mg �oC O 44 13389 Lakefront Drive forrturti "___roti = �'per ARSI I Sect, Earth City,MO 63045 For more Infornaticn see tills Job's general notes page and these web sten MAX, SPACING - ALP1F,eeenlpbeltr.wml TPS eewtp1etorgl SOCA.en.sbondustryorgl PCO eedccsafearg Renews 0/3012019 Gable Detail J For Let—In Verticals Gable Truss Plate Sizes About 0 Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. iir 16 "111111 ©Refer to Engineered truss design for peak, splice, web, and heel plates. all ®If gable vertical plates overlap, use a .. single plate that covers the total area of the overlapped plates to span the web. 1 © O Exanplet2X42X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing MemberMenber © © Toe-Hall1 - Or - XEnd-nnA� rr/i M� c7D . OO To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply increase by lengthdeta (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails. Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord, (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, R•Id Shenthl Toenalled Nallss specie, and grade of the 'L' reinforcing member. . lOd Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace 1� 4 Nall �i i1, (4) toenails in the top and bottom chords. 'T' Relnf. 'T' This detail t"lob e used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase _ ReinforcingTwind load, 2741 x4 30 Y. . ] Member ASCE 705 Gable Detail Drawings Examples 2x6 20 A1301051014, A12015051014, A11015051014, A10015051014, A14015051014, it ASCE 7-10 Wind Speed = 120 mph ble Nails A1303051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt 1.00 Truss Spaced At ASCE 7 Gable Detail Drawings Gable Vertical = 24'o.c. SP M3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC1010I4, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase <From Above) = 30X = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, <1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED1010I4 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 4 Nott Ceiling 4:OD PRop., -tlAHi1411GIew READ AND FOLLOW ALL NOTES OR Has DRAWER ,§0 NG1NFlc /Oy REF LET—IN VERT . PDWTAMrURNISH iFTICS BRAVING 70 ALL CERGRACTOS DCLUDING TIE INSTALLERS. 19575 R Trusses require extreme core In fabricating,handling,shipping,installing and bracing. Refer to and DATE 10/01/14 follow the latest olden of SCSI OHAIdnD Covenant Safety at by TPI and SI/CV for safety r /46 practices prior to performing these fn•lctlane. Installers shall provide ry�Madr�g per•BCSL Unless noted otherwise,top chord shall have properly attached structural><ea ng and bottom chard f- DRWG GBLLETIN1014 shall hove a property attached ZVI celhg, Locations shorn Por permanent later: astrolnt of webs _ shall haw b•addqq Yetaaed Per SCSI sect6nc B3,B7 or 810,v acrid.. te•adr face 0 6/20 8 ,tel L P i N C •P trues and pan as shorn above and am the Joint Details,nirdess noted otnerid.. Refer te dry IdM-Z for stondor•d plots poaftbn: OREGON Algdroving,aviyrn ail Iev biJIking carparwnts Groep Uma shall Has be res 1,or ie forh pry drMotbn Pram 14).. �. MAX, T❑T. LD. 60 PSF /nPl II1Na0MMP1Y this Ue*ionany failure to build the truss in conformance with ANSI/TPI L or for hondsp shipping, •11.20.01# installation L bradng of trusses. A seal an this drawing ar cover listing WIN drat:,lydcates acceptance of proP•sswrd OLD N �erps�ip r•spnrWsy re todrZ 8 Designer per I d.eca .tw W' DUR, FAC, ANY 13389 Lakefront Drive skt�e fine Earth City,MO 63045 For more Information wee this Job's general notes page and these web sites Renews 0/30/2019 MAX, SPACING 24.0' - ALPDE.rrw.alpholts corn/TPD www.tpinstorgl SBCA,wse.6dndustryary ICC wwdccs•f•.org