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Plans N,S1"ZO 13-00215 WM 51.4J ANI\1A )'fNuu, bi I" 42' 1 t-4' - I 25'5"8 -I 12'6"8 EGE Ii . AGE T _ R 1 I IBM IPPIPPPr.. "c° co ,, m 03 III _<m N Alshii „ , MIS. '. I- N 1111 cO SIM — i�W- y 1-4. I 38' 'd NOISl O )NKThf9 O V )LLAO AJJO NO? $ 9flV P1 Customer: PARR LUMBER-HILLSBORO 3D v o 0 Desc. : Windwood Filbert RH lot 2 0 0 co ADDRESS: 10901 sw Annand ct 71 M N z Designed by: BILLY BREESE z o 0 o co .• Alpine, an ITW Company 8351 Rovana Circle ..4111 Sacramento,CA 95828 ALPINEPhone:(800)877-3678(916)387-0116 Y Fax:(916)387-1110 sacseals@itwbcg.com Site Information: Customer: Truss Components of Oregon,Inc. Job Number: 0718209 JobDescription: Windwood Filbert AH lot 2 Address: 10901 sw Annand ct City,State,Zip: TIGARD,OR Job Engineering Criteria: Design Code: IRC 2015 Design Version: 16.01.00.0327.16 JRef#: 1W d671750003 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(psi): 25.00-10.00-0.00- Floor Load(pst): None 7.00 This package contains a job notes page, 14 truss drawings and 6 details. Item Seal# Truss Item Seal# Truss 1 215.18.0901.41670 AGE 2 215.18.0901.45823 A 3 215.18.0901.48153 Al 4 215.18.0902.36890 B1 5 215.18.0906.20110 B 6 215.18.0906.26653 CGE 7 215.18.0906.31470 C 8 215.18.0914.29193 CG 9 215.18.0914.34387 DGE 10 215.18.0914.37890 D 11 215.18.0915.04960 DG 12 215.18.0915.13350 EGE 13 215.18.0915.21533 E 14 215.18.0915.26407 El •S'sEo PROFESS ep GtNF iO "" 19575. 41 ii. ORj1111111EGO:" A GI 1 1 `en.20,i9 Renews 6/30/2019 Printed 8/3/2018 9:28:23 AM 08/03/2018 Job Number: 0718209 Ply: 1 SEQN:196636/T8 GABL Oust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 2 FROM:BB DrwNo: 215.18.0901.41670 Truss Label: AGE BFR / GWH 08/03/2018 17'6" 35' 17'6" 17'6" H 2'10"--44" =5X5 (TY ) N 12 0-3X5 - - '43X5 6 V - 1v112 5 - T d_ M E4 /(a) (a) /(a) SP A AA 1.3 - - 1L 6 " L - - - E L L 4 8 8 E 9 4 9 AB /////////////// /////////////// 3X5(A1) AN -3X5(A1) - =5X5 1 35 1 35' 15 1 , 35' 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.002 0 999 360 A* 128 /5 /49 /- /10 /210 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.007 M 999 240 AN*126 /13 /49 /- /- /210 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 Q - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.005 Q - - A Min Brg Width Req= - Mean Height:22.37 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 AN Min Brg Width Req= - surface.A&AN are a s Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.227 Bearings rigid Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.066 RepFactors Used:Yes Max Web CSI:0.316 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft 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 Additional Notes Top chord 2x4 HF#2 See DWGS A12030ENC101014,GBLLETIN1014,& Bot chord 2x4 HF#2 GABRST101014 for gable wind bracing and other Webs 2x3 HF#2:M12 2x4 HF#2: requirements. 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. 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 may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch CSEO PROP ./S in overhang or heel panel,unless specified otherwise. • . Bottom chord checked for 10.00 psf non-concurrent �� oG I N e. �O bottom chord live load applied per IRC-15 section 1957541 9 301.5. , r Wind l '''.0t Wind loads based on MWFRS with additional C&C 1. 13/2118 member design. OREGON0 v Gable Studs *9�`en.20,19c- ,�`i Provide lateral wind bracing per Alpine wind 0i_0 W"N bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated Renews 6/30/2019 for 2X4 studs of the same grade. **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 466 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)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,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, C as applicable. Apply plates to each face o,truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N G drawings 160 -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 1-.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 oro esslonai engineerinresponsibility 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:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718209 Ply: 1 SEAN:196632 /T7 COMN Gust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 7 FROM:BB DrwNo: 215.18.0901.45823 Truss Label: A BFR I GWH 08/03/2018 675 11'10"3 17'6" 23'1"13 28'9"11 35' I 6'2"5 5'7"13 5'7"13 5'7"13 5'7"13 6'2"5 =5X5 E 3X5 3X5 6 W4 G 3X512 O F @ 3X5 41,414 ,440000404444%01 or "0,1.5/ x 1.5X4 a B (a) (a) H br W3 W A / I a 3 :9." r 1 "+ ►1\J 5X5(A2) M 3X5 =5X7 -3X = 5 =5X5(A2) — 1 35' 1 9'0"4 8'5"12 8'5"12 910°4 1'5" 9'0"4 17'6" 25'11"12 35' Loading Criteria(est') 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 /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.184 L 999 360 A 1508 /127 /684 /- /151 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.450 L 999 240 I 1624 /144 /747 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.077 K - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.37 ft HORZ(TL):0.187 K - - A Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 2.7 rigid 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.497 Bearing I is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.765 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI:0.460 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 A-B 752-2812 E-F 569 -1777 Lumber B-C 716-2519 F-G 680 -2356 C-D 721 -2378 G-H 675 -2497 Top chord 2x4 HF#2 D-E 578-1777 H-I 702 -2785 Bot chord 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-M 2438 -564 L-K 1973 -392 member. M-L 1980 -379 K-I 2408 -529 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. B-M 193 -392 E-L 1098 -313 Wind M-D 452 -126 L-F 248 -708 D-L 251 -728 F-K 436 -90 Wind loads based on MWFRS with additional C&C member design. ��O PRORFSS Op 0,GtNF'� /o 19575 R y • %r /- f .03/2118 OREGON 9RO�pW9N� Renews 6/30/2019 'MARNING** 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)flit:safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (Refer to ALPINE drawings 160A-Z for sandard 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 WCQMPNNV truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracin ng 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 "awing 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.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718209 Ply: 1 SEQN:196639 I T10 COMN Cust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 1 FROM:BB DrwNo: 215.18.0901.48153 Truss Label: Al BFR / GWH 08/03/2018 6'2"5 1110"3 17'6" 23'1"13 , 28711 35' I 6'2"5 5'7"13 5'7"13 5'7"13 5'7"13 6'2"5 5X5 F DXW4,I5 H M ‘.1.7441/ J. (a) o W B i " f �\K A00111111, =5X5(A2) =3X5 =6X8 =3X5 =5X5(A2) 1 35' 1 2'3"1 , 9'0"4I 8 5"12 I 8'5"12 I 9'0"4 l'5" 9'0"4 17'6" 25'11"12 35' 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): 0.186 M 999 360 B 1688 /86 /784 /- /168 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.450 M 999 240 J 1616 /78 /746 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.077 L - - Wind reactions based on MWFRS EXP:B HORZ TL:0.186 L B Min BrgWidth Req2.8 Des Ld: 42.00 Mean Height:22.16 ft ( ) ( NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 2.7 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.535 Bearings B&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std:2014 Max BC CSI: 0.749 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI:0.249 Loc.from endwall:not in 9.00 ft FT/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:16.01.000.0327.16 B-C 299-2742 F-G 279 -1762 Lumber C-D 295-2459 G-H 311 -2340 D-E 300-2318 H-I 305 -2481 Top chord 2x4 HF#2 E-F 274-1763 I-J 311 -2769 Bot chord 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 B-N 2362 -187 M-L 1959 -136 member. N-M 1951 -120 L-J 2394 -207 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. N-E 427 -26 M-G 128 -724 Wind E-M 126 -708 G-L 436 -31 F-M 1087 -140 Wind loads based on MWFRS with additional C&C member design. G‘5 aGtNFF �p2 19575 9 �r I. 13/2118 OREGON v "FOL .W." 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,by TPI and SBCA)fr safetyaPpractices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /41111/6\as applicable. AppTy plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer 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 11W 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 prooessronaf engineerinreaponsibility solely for the design shown. The suitability and use of this cawing for any structure is a 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.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718209 Ply: 1 SEQN:196644/T15 COMN Cust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 3 FROM:BB DrwNo: 215.18.0902.36890 Truss Label: B1 BFR / GWH 08/03/2018 6'2"5 11'10'3 17'6" 24'5"8 28'6" 35' 6'2"5 57"13 57"13 - 6'11"8 4'0"8 6'6" =6X8 F - is 3X5 T3 g E \ 5 12 IjX5 W4 G m �1.5X4 g H5 N C (a) 83X5(") W3 3X72 B �i�-_e ..�ti� W13 is - '•� N W11 Ln�l� K A R o OP =3X5 _\ .5X5(A2) =3X5 =6X8 =6X10 .H0514 1111.5X4 1111.5X4 M A 35' A 231 904 8512 -I 6116 4'0"8 408 2581 9'0"4 17'6" 24'5'8 28I '6" 32I '6"8 35' 11511 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 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 /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.283 G 999 360 B 1684 /150 /782 /- /168 /5.5 BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.685 G 858 240 J 1620 /139 /746 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.143 L - - Wind reactions based on MWFRS EXP:B HORZ TL:0.346 L - - B Min BrgWidth Req2.8 Des Ld: 42.00 Mean Height:22.16 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 2.7 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.928 Bearings B&J are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.975 RepFactors Used:Yes Max Web CSI:0.961 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Loc.from endwall:not in 9.00 ft FT/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,HS VIEW Ver:16.01.000.0327.16 B-C 298-2735 F-G 391 -2747 Lumber C-D 293-2451 G-H 321 -2717 D-E 298-2310 H-I 335 -3277 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: E-F 273-1755 I-J 434 -4469 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W4,W6 2x4 HF#2: Maximum Bot Chord Forces Per Plylbs :W10,W11,W122x4DF-L#1&Bet.: ( ) Chords Tens.Comp. Chords Tens. Comp. Bracing B-R 2356 -185 N-L 4523 -409 (a)Continuous lateral restraint equally spaced on R-Q 1941 -118 M-J 691 -64 member. O-N 2877 -231 Plating Notes (**)1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. R-E 429 -27 0-G 116 -469 Loading E-Q 122 -701 0-H 68 -584 F-Q 491 -56 N-I 181 -1648 Bottom chord checked for 10.00 psf non-concurrent F-0 1355 -188 I-L 658 -44 bottom chord live load applied per IRC-15 section Q-O 1381 -43 L-J 3314 -296 301.5. Wind �01EO PROFESS Wind loads based on MWFRS with additional C&C pIN / member design. C9j G, FF OZ 19575 9 %r 1:03/2118 OREGON 9Rp�D WONT 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.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 TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,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 bracinginstalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JoinffDetails, unless noted otherwise. (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 ,N„�„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 pro essrona engineering responsibility solely for the desi n shown. The suifability 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.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718209 Ply: 1 SEAN:196647/T17 COMN Cust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 3 FROM:BB DrwNo: 215.18.0906.20110 Truss Label: B BFR / GWH 08/03/2018 6'2"5 11'10"3I 1T6" 24'5"8 28.6" 35' H 6'2"5 57"13 57"13 6'11"8 4'0"8 6'6" =6X8 E T ,3X5 T3 12 D 5X5 6 V �9X5 W4 F co �� ir s, M 1.5X4 3X5 - (a) G a W3 a3X5("") A Y _ W10 H I W12,3X12 _t_ 'T _, "nastwatEINIMMENNEILM Kms. \ =3X5 =H0514 -- J =5X5(A2) =_3n5 =6X8 =6X10 L 1111.5X4 W11 111.5X4 1 35' 1 9'0"4 8'5"12 6'11"8 4'0"8 4'0"8 2'5"8 • 9'0"4 "• 17'6" "_ -I-24'5"8 28'6" ." 32'6"8 -I-• 35' " 1'511 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.282 F 999 360 A 1504 /126 /682 I- /151 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.687 F 858 240 I 1628 /143 /747 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.143 K - - Wind reactions based on MWFRS EXP:B T Des Ld: 42.00 Mean Height:22.37 ft HORZ( L):0.349 K A Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Min Brg Width Req= 2.7 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.881 Bearing I is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.980 Spacing:24.0" C&C Dist a:3.50 ft Rep Factors Used:Yes Max Web CSI:0.967 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/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,HS VIEW Ver:16.01.000.0327.16 A-B 346-2805 E-F 408 -2765 Lumber B-C 334-2511 F-G 332 -2736 C-D 339-2370 G-H 352 -3297 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: D-E 287-1770 H-I 456 -4492 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W4,W6 2x4 HF#2: :W10,W11,W12 2x4 DF-L#1&Bet.: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing A-Q 2432 -237 M-K 4547 -432 (a)Continuous lateral restraint equally spaced on Q-P 1970 -141 L-I 695 -68 member. N-M 2894 -247 Plating Notes ('")1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. B-Q 107 -396 N-F 115 -450 Loading Q-D 457 -54 N-G 69 -585 D-P 126 -722 M-H 187 -1655 Bottom chord checked for 10.00 psf non-concurrent E-P 499 -57 H-K 662 -47 bottom chord live load applied per IRC-15 section E-N 1345 -192 K-I 3332 -312 301.5. �O PROF P-N 1394 -55 Wind ,e S+S Wind loads based on MWFRS with additional C&C . ‘1/4,40 I N Z" ., i0 member design. O 19575 41 2 7 - i �r I 1. 03/2118 OREGONGI v 1p. "rD W. 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)fbsafety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 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 ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinftDetails, 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 ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of russesA seal on this drawing or cover page, listing this drawing indicates acceptance of protessiona 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;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718209 Ply: 1 SEQN:196649/T2 GABL Cust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 1 FROM:BB DrwNo: 215.18.0906.26653 Truss Label: CGE BFR / GWH 08/03/2018 4'9" 9'6" 4'9" 4'9" I-2'1"-4—1'4"H =4X5 (NP) sr 10 `r � p,4j 4( =2X4(81) 9'6" H 1'5" I 96" I 1'5"—I 9'6" 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 E 999 360 H* 138 /34 /55 /- /13 /114 BOLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.002 E 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 D - - H Min Brg Width Req= - EXP:B HORZ TL:-0.003 N - - BearingB is rigid surface. Des Ld: 42.00 Mean Height:19.79 ft ( ) a g NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.253 Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.042 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.051 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 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c 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,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. EO PROF Wind •cV- FS Wind loads based on MWFRS with additional C&C .. oG t N EF �0 member design. 0 41 19575 Gable Studs r % Provide lateral wind bracing per ITWBCG wind i/ bracing details or per engineer of record.2X3 studs 1. 13/2118 require reinforcement at 70%of the length tabulated OREGON for 2X4 studs of the same grade. Additional Notesman90 .20,1 See DWGS S12030ENC100815&GBLLETIN1014 for 9R°L D 01,r'- gable wind bracing and other requirements. 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.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 TPI andSBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 bracin Installed per BCSI sections B3,B7 or B10, _ as applicable. Applplates to each face oftrussand position as shown above and on the JointDetails, 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,apy failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciO ng 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 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;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718209 Ply: 1 SEAN:196651 /T1 COMN Cust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 1 FROM:BB DrwNo: 215.18.0906.31470 Truss Label: C BFR / GWH 08/03/2018 4'9" 9'6" I- 4,g" "I- 4,9" -I =4X5 C 000411112 DNvv vfon _ + �� i . F A 2X4(81) 1111.5X4 =2X4(61) E 1 g6" -A H 1'5" -I- q'9. -I- 9'6' H- 1'5"HI 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): 0.004 F 999 360 B 543 /37 /278 /- /112 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.011 F 999 240 D 543 /37 /278 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.005 F B Min Brg Width Req= 1.5 Mean Height:19.79 ft D Min BrgWidth Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.2 psf BldgCode: Bearings B&D are a rigid surface. Soffit: 2.00 BCDL:4.2 psf IRC 2015 Max TC CSI: 0.212 9 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.153 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:0.081 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 72 -432 C-D 73 -432 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 IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. A,tke PROFFss �� GtNF �O �. 19575 �� 9 * %1 /- i I. 13/2118 OREGON '9A`t^.20,490 6 Ir OLD W. Renews 613012019 **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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anSBCA) for safety actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oTherwise,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 bracinginstalled per BCSI sections B3,B7 or 810, as applicable. Appy plates to each face of truss and position as shown above and on the Joinf etails, 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 ITW COMPANY truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page,. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use 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: 0718209 Ply: 2 SEAN:196657 /T18 COMN Cust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 1 FROM:BB DrwNo: 215.18.0914.29193 Truss Label: CG BFR / GWH 08/03/2018 5 5 2 Complete Trusses Required 49 96 4'9" 4's" 014X8 B 12 11/111 II slii 1 i iii h hi hil ..41 .\0 h h.. 1i 01 I 0 7 `a -v A 1 t C + IIS' �\ E D 3X7(B1) ///3X10 \\\3X10 =_3X7(81) I. 9'6" 1 3'4"2 2'9"13 3'4"2 3'4"2 6'1"14 9'6" 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:1.1 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): 0.029 D 999 360 A 3201 /296 /- /- /- /5.5 BOLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.069 D 999 240 C 3607 /330 /- /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 D - - Wind reactions based on MWFRS EXP:B HORZ TL:0.018 D - - A Min Br Width Req2.6 Des Ld: 42.00 Mean Height:20.38 ft ( ) 9 g Code/Misc Criteria CreepFactor:2.0 C Min Brg Width Req= 3.0 NCBCLL:0.00 TCDL:4.2 psf Bearings A&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.251 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.733 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.656 Members not listed have forces less than 375# P 9 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:16.01.00C.0327.16 A-B 184-1985 B-C 188 -2030 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-E 1490 -133 D-C 1526 -136 E-D 1093 -102 Nailnote Nail Schedule:0.120"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Bot Chord:2 Rows @ 3.00"o.c.(Each Row) Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. E-B 1180 -94 B-D 1287 -103 Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 76 plf at 0.00 to 76 plf at 9.50 BC:From 7 plf at 0.00 to 7 plf at 9.50 BC:1508 lb Conc.Load at 2.06 BC:1504 lb Conc.Load at 4.06,6.06,8.06 Wind 4,09PROFS Wind loads and reactions based on MWFRS. �•5 �G1�FF /02 19575 7 r ,r 1.03/2118 OREGON *9OLp'WaN- -. 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)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,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 bracing insalled per BCSI sections 83,67 or 610, as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, 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 W`COMPANY truss in conformance with ANSI/TP! 1,or for handling,shi pin ,installation and bracin ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of processional engineering responsibility solely for the desi n shown. The suitability and use of this awing 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.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718209 Ply: 1 SEQN:196659/T5 GABL Cust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 1 FROM:BB DrwNo: 215.18.0914.34387 Truss Label: DGE / GWH 08/03/2018 6 12' 6' 6' 2'-1.--1'4"H =4X5 (TYP) /ilh\ ,..4 K H 12' H 1.5" I12, 1'5"H 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 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* 135 /22 /53 /- /12 /144 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.003 F 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 E - - J Min Brg Width Req= - EXP:B HORZ TL:-0.003 R - - BearingB is rigid surface. Des Ld: 42.00 Mean Height:20.31 ft ( ) a 9 NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.253 Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.046 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.089 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.0327.16 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 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c 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,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Wind ��EO PROp . Wind loads based on MWFRS with additional C&C 'C G(N 'V member design. �� t4 1P, 2 19575 'y Gable Studs * r Provide lateral wind bracing per Alpine wind bracing �1 details or per engineer of record.2X3 studs require egi. reinforcement at 70%of the length tabulated for 2X4 1. 13/2118 studs of the same grade. OREGON Additional Notes '7A)n.20,199��v See DWGS S12030ENC100815&GBLLETIN1014 for OLD W gable wind bracing and other requirements. 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,handlin shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joinf etails, 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,W 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 prolessionaT engineering responsibility solely for the desi n 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;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718209 Ply: 1 SEQN:196661 /T4 COMN Cust:R7175 JRef:1Wd671750003 Windwood Filbert AH lot 2 Qty: 1 FROM:BB DrwNo: 215.18.0914.37890 Truss Label: D BFR / GWH 08/03/2018 6' 12' II 6' 6' 1114X5 el All in 10 N n Fp B D °±'PF A =2X4(81) 1111.5X4 =2X4(81) E 1 12' i H 1'5" I 6, 62, I 1'5"- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt 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 /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.005 F 999 360 B 655 /47 /330 /- /131 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.013 F 999 240 D 655 /47 /330 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.011 F - - B Min Brg Width Req= 1.5 Mean Height:20.31 ft D Min BrgWidth Re NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.386 Bearings B&D are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.262 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:16.01.00C.0327.16 B-C 95 -575 C-D 95 -575 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 IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. D PROF ,�EFsAs/p �G(NEO G 19575 7 r %r I- 1.03/2118 ") OREGON `eo-20,1990 R0C D W.V" 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.0.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIus OR 97113 Component Safety Information,by TPI anSBCA)for safetyPtpractices 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 bottomhord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracinginstalled per BCSI sections B3,37 or B10, as applicable AppTplates to each face truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' P drawings 160A-Z for standard plate positiof ons. Alpine,a division of ITW Buildina1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANIN/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 pro-fessionaT engineerinresponsibility 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;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718209 Ply: 2 SEQN:196663/T3 COMN Cust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 1 FROM:BB DrwNo: 215.18.0915.04960 Truss Label: DG BFR / GWH 08/03/2018 S 5 2 Complete Trusses Required 3'3"2 6' 88'14 12' 3'3"2 2'8"14 2'8"14 3'3"2 1114X8 C T • 12 3X7 h3X7 10 B : a All MALL E H G F 03X10(8108) 1113X10 =6X8 1113X10 k3X10(B10R) 1 72' 1 F 3'3"2 2'8"14 I 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 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): 0.051 G 999 360 A 4973 /455 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(TL): 0.119 G 999 240 E 5070 /463 /- /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.021 B - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.049 B - - A Min BrgWidth Req= 4.1 Des Ld: 42.00 Mean Height:20.90 ft ( ) NCBCLL:0.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 4.2 Soffit: 2.00 BCDL:4.2 p psf Bldg Code: IRC 2015 Max TC CSI: 0.244 Bearings A&E are a rigid surface.Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.731 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:0.559 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:16.01.00C.0327.16 A-B 263-2835 C-D 185 -1975 Lumber B-C 185-1975 D-E 263 -2830 Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W3 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. :Lt Wedge 2x4 HF Std/Stud: A-H 2152 -197 G-F 2128 -195 :Rt Wedge 2x4 HF Std/Stud: H-G 2131 -195 F-E 2149 -196 Nallnote Nail Schedule:0.120"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:2 Rows @ 2.50"o.c.(Each Row) H-B 1098 -85 G-D 83 -896 Webs :1 Row @ 4"o.c. B-G 83 -901 D-F 1090 -85 Use equal spacing between rows and stagger nails in each row to avoid splitting. C-G 2363 -203 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:1508 lb Conc.Load at 1.06,3.06,5.06,7.06 9.06,11 06 495.0 PROFESS Wind 5 gGth4 /02 Wind loads and reactions based on MWFRS. 19575 9r r ,_ !� / I. 13/2118 OREGON v 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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,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 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 JointrDetails, 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 W COMPANY truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracin ng of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTesslonaT 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;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0718209 Ply: 1 SEAN:196668/T13 GABL Cost:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 2 FROM:BB DrwNo: 215.18.0915.13350 Truss Label: EGE BFR / GWH 08/03/2018 2'8" 311"8 2'8" 1'3"8 DE 12 1 6 000001110"00011110 u1 M M illig N qT3 B h § mi_jimminiimpa A : GF 2X4(A1) r 3'11"8 ii I---1'5" 2 8 I- 1 3"8 3 H 2'8" '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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.011 H 999 360 B 353 /149 /173 /- /149 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.027 H 999 240 F 167 /89 /78 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.014 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - rigid 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.227 Bearing B is a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.142 Re Factors Used:No Max Web CSI:0.083 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P 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.0327.16 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 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c 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,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. izEp PROF Wind 4' css Wind loads based on MWFRS with additional C&C P� aG I N E- % member design. O 19575 il 2 Right end vertical not exposed to wind pressure. r Additional Notes II See DWGS A12015ENC101014,GBLLETIN1014,& 1. 13/2118 GABRST101014 for gable wind bracing and other OREGON requirements. n+ .J 9R 20,W. �,0LDN 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,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 53,B7 or B10, as applicable AppTplates 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 AN MCCAW/. truss in conformance with ANSI/TP1 1,or for handling,shipping,installation and bracingof trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of prooessional engineering responsbility 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 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: 0718209 Ply: 1 SEAN:196665/T6 MONO Cust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 10 FROM:BB DrwNo: 215.18.0915.21533 Truss Label: E BFR / GWH 08/03/2018 1111.5X4 C T I 12 j 6 Lo =2X4(A1) N 21 0 B in y A f FE 111.5X4 r 3'11"8 i 3'11"8 1'5" 311"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in CSF) Defl/CSI Criteria A 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 /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 308 /8 /158 /- /44 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA E 143 /11 /73 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 F - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ TL:0.004 F - - B Min Brg Width Req= 1.5 ( ) Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= -Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.188 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.098 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:0.120 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 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. .�# PROFESS �� GINE >O 0a 19575 �.'il 17 %r /-' 1. 13/2118 OREGON 9-1 OLD ,W W. �� 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.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to perforing these functions. Installers shall provide tepora (503)357-2118 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 ermanent lateral restraint of webs shall have bracinginstalled per SCI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE� drawings 160A-Z for sandard 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 11W 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 pro essiona engineering responsibility solely for the design shown. The suitability 8351 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. 835Sac1 Rovana,C Circle 95828 For mom 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: 0718209 Ply: 1 SEAN:196670 /T16 MONO Cust:R7175 JRef: 1Wd671750003 Windwood Filbert AH lot 2 Qty: 4 FROM:BB DrwNo: 215.18.0915.26407 Truss Label: El BFR / GWH 08/03/2018 1111.5X4 CD T — 12 6 tT M M 2X4(A1) B � A F4 — I\• 1111.5X4 1 6'11'8 I—1'5" 1- 611"8 6'11"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 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 426 /5 /216 /- /69 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA E 284 /22 /147 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.016 F - - Wind reactions based on MWFRS EXP:B HORZ TL:0.037 F - - B Min Br Width Re 1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) 9 q g Code/Misc Criteria CreepFactor:2.0 E Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.653 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std:2014 Max BC CSI: 0.337 Members not listed have forces less than 375# Spacing:24.0" CRC Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.681 Loc.from endwall:not in 9.00 ft 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 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. �# PROpc. O�5 4G 1 N Fly /OZ 19575 %r 1:03/2118 OREGON 9 `en.20,199 'f Renews 6/3 012 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.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)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 10, 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 ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANITW.ONFAN,' 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 pro essiona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 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 Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 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 2x4 Brace (1) 1x4 'V Brace * (1) 2x4 'L' Brace sl (2) 2x4 'L' Brace elk (1) 2x6 'L' Brace * (2) 2x6 'L' Brace ■w 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 Spruce-Pine-Fir Hem-Fir SPF #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud - #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' N3 Stud #3 Standard CD U O u Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' HF 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 Plneee* W #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 J 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 #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' al DFL Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' d 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 SPFr #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hem#-lir #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Btr L <J H FStud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' • O Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinesles #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' #1 #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 #2 #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), 0J D F L Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' wewFar 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 S #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 may be used with these grades. Cj S P rC #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! (3 U i J 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. - HF 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 k SP #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Goble 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. .-� DFL 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' Symm 1; Attach 'L' braces with 10d (0.128'x3.0' min) nails. About! iy able Truss vi rI rt 31E For (1) 'L' bracer space nails est 2' once in 18' end zones and 4' o.c. between zones. tlanr Din anal brace o 31E 318'or (2) 'L' braces' space nails at 3' once Diagonal P �- ; In 18' end zones and 6' o.c, between zones. vertical length may be 4,)doubled when diagonal 18' 'L' bracing must be a minimum of 80X of web brace is used. Connect L V� member length. diagonal brace for 385# I 'L'B �, at each end. Max web r ce 44.4, Gable Vertical Plate Sizes total length is 14'. 31E 31f Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 154 or 2X3, better diagonal r Greater than 4' 0', but 2X4 Vertical length shown brace, single 18, ; less than 11' 6' or double cut Greater than 11' 6' 3X4 In table above. 4S. ' + Refer to common truss design for '� , (as shown) atLi I7 L. _L . g upper end. U 4 0 4 i} Q 0 1 peak, splice, and heel plates. // / / / / ,ontinuous Bearing / / / Refer to the Building Designer for conditions Connect diagona at IR P•�'�•, gth not addressed by this detail. midpoint of vertical web. Refer to chart above for r1. /3l ' sVMNINIJs READ AND FILLIP/ALL.[MITES CII THIS BRAVDIGI �� G 1 N F �O REF ASCE7-10-GAB12030 im0PIRTANTa FURNISH ISIS BRAVING TO ALL CONTRACTORS DICLUDING THE INSTALLERS. C� r1 -'.? 2 Trusses require extreme care in fabricating,handing,shipping,installing and bracing. Refer to and 19575,. y DATE 10/01/14 follow the latest edition of SCSI®kidding Component Safety Information,by TPI and SBCA))for safety e: , -N ilei!ss roteddbotherwise,tap ch ds shall inn e'sproperty attached structurni rtNng and bottom?chord r w, shall hove a properly attached rigid cwIinp Locations shown for permanent lateral restraint of webs t' f�.y DRWG A12030ENC101014 A I 1I� II� shah ee bracing ionta.a per above and on B3, j ort Beg,as unless le. Apply .wise.tes to each face l�I�\`v'Il of ll has and position Ewer ab S1 dna B3,Joint Details,unlns noted ply plaise. 13�2� 8 V Refer to drawings I6OA-Z for standard plate positkns. Alpine,a division of ITV Bulking Component Group Inc shall not be responsible for y deviation from OREGON AN ITWCOMRANY tin,,drawing,any failure to bJld the truss in conformance with ANSI/TPI I,or for handling,shipping, 9R`Co.20,199 �P MAX. TOT. LD, 60 PSF installation I,bracing of trusses. A seal on this drawing y or cover page listing this dosing,indicate:accept:enc. of professional / `w1 13389 Lakefront Drive fargt�rw t e rsyreaporoWtlthye oP l$4 Adding Designer per MISI/TPI I Sec& O`D Y..r Earth City,MO 63045 For more information see this Job's general notes page and these web site:, MAX. SPACING 24,0' ALPINE.wrw.aipineitr.coml TPI.www.tpinstorgl?BCA.rew.sbcexAstryargl ICG ewwlccsafe.org Renews 6/90/2019 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 Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: 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 N 2X4 Blocking nailed to 45° sheathing and �`�� each truss 1..... H �®_ ®_®—®Illi=®I ®— 111.1!!!!!!!!!!!!!I■!!I■!!!!!!!!!!!!I1—2X4 DF-L #2 H/2 or better diagonal brace. Attach each end )1( for 560#. iiiiiIb I11i�45 mmin■■uui■■�■_u. ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails, ��EO PRO, WINOrs OT DPARNREAD AND ALL NES Ir THIS BRAVING' ,0 GIN F -O REF GE WHALER heORTANTee FURNISH DOS DRAWING TI ALL CQAxACTURS INCLUDING THE INSTALLERS. C, ._�� F41 2 Trusses require extreme care h fabricating,handling,shipping,hstalUng and bracing. Refer to and 19575, y DATE 10/01/14 folio.the latest etetlon of SCSI(Building Component Safety Information,by TPI and SBCA)for safety r .- Mactkes prior to perfornbg these fvhctbne. Instoti.rs sheU provide terporory bradrq per BCSL ess noted otherly a tap cord shall Neve properly attached structural sheething and bot ton chord DR WG GABRST101014 e. shall have a properly attached raid cellhp Locations Sneer for permanent lateral restraint OLP Labsa. j. A II shall have bra hsteUad per BCSI sections B3,B7 or BIO,as able. Appl plates to each face AL RINE Rf erets re hr.g.16 as fho.n andar api an ani ionnt n.tals, s notal o her.l:<. 0: 13/20 8 Refer to droveps IAoa z for standard plots positions OREGON Alp,.,a dvlalcn of IIW B,AI Campan.nts Groep Inc.shall not be responsible for oned eio from MAX. TOT. LD. 60 PSF AN RW�MR�NY Ws droMng,any PoRure to bWld the truss in canfarnanec Lith ANSI/TPI L or for hnrdU .�P installation bracing of trusses. 71'4R.20,1990 N.k!Q' A seal on this drawing or cover papa B.trg tide drard g,hdicat.s acc.ptnnce of professknel V f�Mre tlesalely far the iir Oho.n The ah/tebIlty end use of tide dra.fg 0L 0 W W. 13389 Lakefront Drive arhY b resporobAtty of tin.B�dYg Designer per AIISI/IPI I Sect. 11� Earth City,MO 63045 AUDIO•.iu�Information nPiee.this Jaob's general notes pave and these web sites, MAX. SPACING Ip tphs oral SBCA,e■e.sbdndustryargl ICG www.lccsafeorg Renews6/30/2019 Gable Detail I For Let-in Verticals Gable Truss Plate Sizes ASyn.bwt it O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. tit 11 iill +QRefer to Engineered truss design for peak, splice, web, and heel plates. © ®1f gable vertical plates overlap, use a single plate that covers the total area of 1$'' the overlapped plates to span the webs 11, Ver cal OExample. 2X4Length© © ty.. / 2X4 2X8 'T' Reinforcement Attachment Detail 111 1 'T' Reinforcing 'T' Reinforcing Member MeXEndnail ber © © Toe-nall - Or - 0 O To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply at increase1pneby lengthdet (based on appropriate Alpine gable detal0. Attach each 'V 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, Rl.ld Sheathln, Toenalled Nails. specie, and grade of the 'L' reinforcing member. 1001 Common (0.148'x3',min) Toenails at 4' o,c, plus Web Length Increase w/ 'T' Brace i 4 Nall 1I (4) toenails in the top and bottom chords. 'T' Reinf. 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Relnf Tong wind load, 2x4 30 Member ASCE 7-OS Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 2x6 20 ASCE 7-10 Wind Speed = 120 mph Gable Nails Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 4 ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' o.c. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, AI2030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'V Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, S18015ENC100118, S20015ENC100118, S20015END100118, S20015PED100118, S11530ENC100118, S12030ENC100118, S14030ENC100118, 516030ENC100118, y i51803OENC100118, 520030ENC100118, 520030END100118, S2003OPED1001I8 Example II 4 Nall h Ceiling See appropriate Alpine gable detail for maximum unreinforced e • • length. ��ctE0 O%FS,S aVARNINGimwl READ AND FI LOV ALL NOTES u1 THIS DRAVINGI 0 �r,1NFtc ,OZ REF LET-IN VERT wampIRTANTIa FURNISH THIS DRAWING TO ALL=TRACTDRS INCLUDING THE INSTALLERS. jV, ..: 19575 , 9 Trusses require extreme care In fabricating,handing,shipping,Installing and bracing Refer to and , DATE 01/02/2018 follow the latest edition of BCSI CBuldrg Component Safety Infornaton,by TPI and SBCA)for safety �m Mactices prior to perform g these functions. InstaUars shalt provide temporary bracing per BCSL ess notes otherdse,tap dprd shall have properly attached structural sHeatNrg and bottom chord I,,. 'i DRWG GBLLETIN0118 r shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ALPINE shall have bracing installed per BOLSI sections 83,B7 or BIO,as applicable. Apply pates to each face 0: 13/20 8 of truss and position as shown above and on the Joint Details,unless noted otherwise. ^ OREGON J Refer to drawings 160A-Z for standard plate positions. , Alpine,a dvlsion of ITV Bulking Components Group Inc.shall not be responsible for any deviation from AN TWCX)Aw1N1' this drawing,any falure to build the truss in conformance with ANSI/TPI L or for handing,shipping, 49,Q en.20,t9s 0P MAX. TOT. LD, 60 PSF installation I bracing of trusses. A seal en this drawing or rover acceptancelisting this drawing,i dcates of professional O N 13723 Riverport Drive fo` we tie" y �The sultablity and Debre 11 L� W' DUR, FAC. ANY Sine 200 Maryland Heights,MO 63043 For wore Information see this Job's general notes page and these web sites, Renews 6/30/2019 MAX, SPACING 24.0' ALPINE,swsalpineltw.conl TPD wwe,tpinstorgi SBCA ssw•sbcindustryargl ICO wweJccsofe.org CLR Reinforcing vernoer Suostitution 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—Reinforcement: or reinforcement method is desired. L-Reinf. ,. �, 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. V \ Alternative reinforcement specified in chart below may be conservative. Em For minimum alternative reinforcement, re-run design with appropriate MOX 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, M 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 2-2x4(310 minimum 80% of web member length. i 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()4 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 C310 Center scab on wide face of web. Apply (1) scab to eachIN 1 face of web. IRT,NTWol FURNISH ��TO AILALL MITES �ING THE�,,�S. Cay ��1NFF ��4. 2 TC LL PSF REF CLR Subst, seINPTrusses revere exaene care in fabricating,handling,shipping,Installing and bracing. Refer to and 19575C DL PSF DATE 10/01/14 //"' follow the latest edition of BCSI Guiding Component Safety Information,by TPI and SBCA)for safety . r .. practices prior to performing these functions. Installers shall provide tenporary bracing per BCSL Unless noted otherwise,tap chord shoo have properly attached structural sheathing andbottom chord ,i :C DL PSF D R W G B R C L B S U B 1014 . shall have a properly attached rigid telling Locations shown for pernanent lateral restraint of webs rilli .00. ALPINE I^ E shall have bracinginstalled per BboI sections B3,B7 or em,as able. Apply plates to each face 0; 13/20 8 !�/QUI IUI�\\IIID of truss and Pe tion : Mown aboveand the Joint Details,° s noted otherwise. C LL PSF L P Refer to drawings 160A=z'vor standard at:positions OREGON A b.,a division of Iry&Yldhg on„hts Grouh,pp Ina shoo not be es dble for any 24,'"frau GI o v TOT, LD, PSF AN ITW ODMMNY tH.ll awing,any fagure to trusses. the tr ss M canfornance with ANSI/TPI p1,or for YandU installation 6 bracing of trusses. 9n en.T0,199 ` P. A seal on this drawing or cover listing this drawing,indicates acceptance oP proPessw,wl 'r V for tesal.Iyrc ti av >,rtabuty a.d a aP t►�saw,g OLD W•N DUR, FAC. 13389 Lakefront Drive Bulking Designer per T�I Sect. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites ALPINE:ralpineitscaml TPB westpinstorgl SECA.www.sbdndustryorg,ICP wwwiccsafeorg Renews 6/30/2019 SPACING Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or. 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = LOG Or, 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace <1) 1x4 'L' Brace 4 (1) 2x4 'L' Brace ■ (2) 2x4 'L' Brace ■■(1) 2x6 'L' Brace ■ <2) 2x6 'L' Brace ■w 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 Spruce-Pine-Fir Hem-Fir *11 *2 4' 0' 6' 10' 7' 1' 8' 1' 8' 4' 9' 7' 10' 0' 12' 8' 13' 1' 14' 0' 14' 0' #1 / *2 Standard *2 Stud - S P F #3 3' 10' 6' 9' 7' 0' 7' 11' 8' 3' 9' 6' 9' 10' 12' 6' 12' 11' 14' 0' 14' 0' #3 Stud #3 Standard CO U C U H F Stud 3' 10' 6' 9' 7' 0' 7' 11' 8' 3' 9' 6' 9' 10' 12' 6' 12' 11' 14' 0' 14' 0' Standard 3' 10' 6' 2' _ 6' 7' 7' 11' 8' 3' 9' 6' 9' 10' 12' 6' 12' 11' 14' 0' 14' 0' Douglas Flr-Larch Southern PlnerrwlI 0i 411 4' 2' 6' 11' 7' 2' 8' 2' 8' 6' 9' 8' 10' 1' 12' 9' 13' 3' 14' 0' 14' 0' *3 *3 SP #2 4' 0' 6' 10' , 7' 1' 8' 1' 8' 4' 9' 7' 10' 0' 12' 8' 13' 1' 14' 0' 14' 0' Stud Stud Standard andard #3 3' 11' 6' 6' 6' 11' 8' 0' 8' 4' 9' 6' 9' 11' 12' 7' 13' 0' 14' 0' 14' 0' cuDFL Stud 3' 11' 6' 6' _ 6' 11' 8' 0' 8' 4' 9' 6' 9' 11' 12' 7' 13' 0' 14' 0' 14' 0' L.) Standard 3' 10' 5' 9' 6' 1' 7' 7' 8' 2' 9' 6' 9' 10' 11' 11' 12' 10' 14' 0' 14' 0' Group Bi U #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Flr _ S P F #3 4' 4' 7' 8' 8' 1' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' *1 11 Btr L U H FStud 4' 4' 7' 8' - 8' 0' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' Cu O Standard 4' 4' 7' 6' 8' 0' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pineses #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' *1 #1 SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 4' 6' 7' 9' 8' 0' 9' 2' 9' 6' 10' 11' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). WDFL Stud 4' 6' 7' 9' 8' 0' 9' 2' 9' 6' 10' 11' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' ewwFor 1x4 Sa Pine use only Industrial 55 or Standard 4' 4' 7' 0' 7' 5' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B 4 #1 / #2 5' 1' 8' 7' 8' 11' 10' 2' 10' 6' 11' 0' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ SPF #3 4' 10' 8' 6' 8' 9' 10' 0' 10' 5' 11' 11' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: l� , HF Stud 4' 10' 8' 6' 8' 9' 10' 0' 10' 5' 11' 11' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/360. Standard 4' 10' 8' 6' 8' 9' 10' 0' 10' 5' 11' 11' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' Provide upUft connections for 70 plf over X #1 5' 3' 8' 9' 9' 0' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP *2 5' 1' 8' 7' 8' 11' 10' 2' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 4' 11' 8' 6' 8' 10' 10' 1' 10' 6' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. DFL Stud 4' 11' 8' 6' 8' 10' 10' 1' 10' 6' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 8' 1' 8' 7' 10' 0' 10' 5' 11' 11' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' Symm r Attach 'I.'braces with l0d (0.L28'x3.0' min) nails. 1 1 ► About: able Truss ii 'i Ino 18r C1 end) ,zonesAandp4C o ce aibetrem zones. Diagonal brace option. �� )IE 31�or C2) 'L' brncesn space nails at 3' ac. 8 ` T In IB' and zones and 6' o.c. betweenzones. vertical length nay be rt doubled when diagonal 18' #f 'L'bracing must be a minimum of 80X of web brace is used. Connect L 4't� member length. diagonal brace for 385# I 'L' •s` at each end. Max web Br ce bt Gable Vertical Plate Sizes total length Is 14'. )IE 31E r Vertical Length Na Splice 2x4 DF-L *2 or Less than 4' 0' 1X4 or 2X3 Greater than 4' 0', but better diagonal r . 2X4 Vertical length shown brace: single 18' ; less than 11' 6' or double cut Greater than 11' 6' 3X4 In table above. 45• 'j' (as shown) a.t T7 L_ 13 ��7 n -S : '� + Refer to common truss design for / upper end. L 4 4 U)71 ll L 1 ` peak, splice, and heel plates. / / / / Antinuous Bearing / / Refer to the Building Designer for conditions Connect diagona at ' [� R(� I midpoint of vertical web. 1 Refer to chart above for max ..e..'- ben-PL'QF--. th. not addressed by this detail. ot/A READ AND MDI ALL NOM ON THIS DRAVDG � a REF ASCE7-10-GAB12030 s:les TN4Ts FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. ��wyx G 1 N e Q Trusses require extrene care in fobrtcating,handling,aY Yp FestaaFq and bradng Refer t and V 41 follow the latest edtlon of DCSI(Bulking Component Safety Information,by TPI and SDCA)for safety 19575 9 DATE 8/3/15 prnctIces prior to perfornhp these functions. Installers Poll provide tenpmwaryyihradn9 per DCA. a Unless noted otherwise,top dmord shall hove properly attadned structs:sheawrnp and bottom dw,rd ' DRWG S12030ENC100815 " sn shall have a properly attached rigid ceiling. Locations shown for pernonent lateral restraint of rebs 40 FI shall have otasedown ICU sections tor eunless le. Applyt rwtes to each face �� IL^fI� of g andposition as shown above and an the Joint 310.Details,unless noted otherwise. Refer to Aro. 160A-Z forstandardplot.positions. 0:;03/20 8 AN 111NODMWINY tw dra.ep Harwiiy fgr:Wt and nstin cmFo vacettith�ANt/a17 Po:arha alrmg d.vAr""frau OREGON Installation L brvctig of trusses. G1 •X, TOT. LD. 60 PSF A seal an this drawing or cover pope listing this drawing,Fndcntes acceptance of professional 9 �8n.pg 1g9es 13723 Riverpon Drive trtyy wdNy fr tM d� laser. T e snfkobl6ty and uw of this drawing `, Suite 200 for�tmrw iter rwspab6Dlty or�w shallot. Drslpnwr per ANA/TPI 1 SecE -i°1•0 w s/ Maryland Heights,MO 63043 AtPtlEor noreelinf ra inform-bon Is'lobs general notes pponppee and these web sites OC O •'' MAX. SPACING 24.0' .tpinstorg)SECA,wwosbcFmdustry.or9:ICC.wrr)ccsofe.org Renews 6130/2019 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or. 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 Si (2) 2x4 'L' Brace iwwl (1) 2x6 'L' Brace IN (2) 2x6 'L' Brace Ns 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 At S Spruce-Pine-Fir Hem-Fir #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud CD U S #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 #3 Standard • O H FStud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 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 Pinesss Cu #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 #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 N DFL #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' • (U D r 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 Bt 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 .j5 - 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 1 Btr L. U 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' O HF Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern ['Irwin"' #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 #1 #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #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). w ° DFL Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' aaaFor 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 I I F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O fl r 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 #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 TC Dead Load). C5 SP #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 #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 F 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' Symm r Attach 'L' braces with IOd (0.128'x3.0' min) nails. About) / A )1( For <1) 'L' brace. space nails at 2' o.c. �I able Truss �1 ii in 18' end zones and 4' o.c. between zones. 11 or (2) 'L' braces. space nails at 3' o.c. Diagonal brace option. . , in 18' end zones and 6' o.c. between zones. vertical length may be0,e-111- ;) doubled when diagonal 18' #E 'L' bracing must be a minimum of 80X of web brace is used. Connect L 4'; OF'member length. diagonal brace for 335# 1 '12 at each end. Max web Hr..ce 1`it Gable Vertical Plate Sizes total length is 14'. 31E 31E w Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal -I— LI Greater than 4' 0', but 2X4 less than It' 6' Vertical length shown brace) single 18' #E : Greater than 11' 6' 3X4 In table above, or double cut4 /PAr 45' (as shown) at L 1 1'I u 1'1 It + Refer to common truss design for upper end. Li13 Il Q 0 I tJ L peak, splice, and heel plates. / / / / ,ontinuous Bearing ' p.0 / / / Refer to the Building Designer for conditions Connect diagona at .q_ not addressed by this detail. midpoint of vertical web. 1 Refer to chart above for mw • - ' alj eth. TaFURNISH DIS F ALL G TO ALL=TRACTORS Ola-UDING THE INSTALLERS. 0 �r1G 1 N�F� 02 REF ASCE7-10 GAB12015 =IMPORTrusses require extreme care in fabricating,handing,shipping,installing and bradng. Refer to and �.., 19575„ '�1„ DATE 10�a1�14 foliar the latest edition of SCSI(BuildFp Component Safety Information,by TPI and SBCA)for safety practices prior to pwrforme.g these functions. Installers shall provide temporary bradng per Bcsr. DRWG 10/015ENC101014 Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord „i shall have a property attached r ceiling. Locations shown for permanent lateral restraint of webs ,. /� / ^ shall have nd g installed par albs[sections B3,w or 310,as applicable. Apply plates to each face 0 13/20 8 !!//�/--atLuu�(URINE of truss and position as shown above and on the Joint Details,..[less noted otherwise. Refer to drawings 160A-Z for standard plate position: OREGON Alpine,a dvision of ITV Building Components Group Inc.shall not be responsible for any deviation from y) AN n Wa0MPANY tOs drawing,any failure to bind the truss in conformance with ANSI/TPI 1,or for handing,shipping, 17 "an_20 t9°� Q• MAX, TOT, LB. 60 PSF Installation L bradng of trusses. A seal on this drawing or cover pa listing this drawing,hdioates acceptance;of professwnol eng r ..x«re,p°mw:1 e=d'r.ep L d' gANSI/771.1and aP thio craving OL D W.N 13389 Lakefront Drive Por b oP Sect. Earth City,MO 63045 For more information see this,lob's general notes page and these web sliest Renews 6/30/2019 MAX, SPACING 24.0' ALPINE wwwalphw. ltcoty TPI'www.tpinst.orgi MA.woesbch .o dustryrgl ICG wwwa ccsaferp