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Plans (4) `0767 8W AD fru Cl 3'< 24' 3' 374' --- 30:00' •0,1 - x + LOT-9„inc j 1 _ 376', LINE OF SETBACK -- ` 374' jN BUILDING I DELic Z OUTLINEj x O 378'_ i w !''376' a O PROPOSED CS i n RESIDENCE'--. j BEECH I < 380'.,I F.FE--383' I Q ► 'j, _ < N� x''378' ap I j`, i i-{-5- c 0'j L 3' 3' STBK w STBK _ i j. ,L 382'--i- TOGAS' 380' Ort OF TIGARD Q I , Approved by Planning Q covazFo __ , 3'' Date: `1-1-6-i O; I PORCH -:,„1 384'-,'__ c CONC $ !--382' Initials: C( O m J l �_r____ __�, LI _� LEGAL DESCRIPTION • n j _384' `�' LOT 9 — ANNAND HEIGHTS w a '_ Q i SW ANNAND HILL COURT �7.25� 1 2.84. TIGARD, OREGON o O o: ro9�7 O I� STREET LIGHT -- ' ,_��, § w WATER SERVICE Z o CATCH BASIN Z U S/ STORM DRAIN TO cn (/V CONNECT W/CITY a CC SANITARY SEWER(BUILDER -���0 TO VERIFY LOCATION) � `' Ns CT LOT AREA: 2,868 SQ FT rufTeL_ C> /IC:1f'1 IMPERVIOUS AREA DRIVEWAY 332 SQ.FT ^iimi COVERED PORCH 54 SQ. FT CONC WALK 34 SQ.FT ,...11" SUNTEL HOME DESIGN,INC.IS NOT TOTAL 420 SQ.FT LIABLE FOR THE ACCURACY OF THE BUILDING COVERAGE '°'°°'°;i ""°"° TOPOGRAPHY INFORMATION. IT IS THE SOLE RESPONSIBILITY OF THE BUILDING FOOTPRINT 1,144 SQ.FT ,.,,.,� BUILDER TO VERIFY ALL SITE (NOT INCLUDING OVERHANGS) CONDITIONS,INCLUDING ANY FILL . PLACED ON THE SITE,AND INFORM TOTAL LOT COVERAGE = 54.5% .ate OWNERS OF ANY POTENTIAL FIELD NfM P MODIFICATIONS. , T REGFIVED SEP 262018 CITY OF TIGARD 3UILDING DIVISION I— 52'6" I I_N—I._N�,N I 46'6"r 00 rm` Iiia \ { , , X r' M - z o - o 151h Di I.f . m N 0 O er cl o mm co co m 8 . 3 0 c� I e I l I I a I I I I I I i m i I I I I I I I I I I I I I ` IF4' I 48 6- 1 o Customer: PARR LUMBER-HILLSBORO a) CD O Desc. : Wndwd Beech Plan o 0 1- co ADDRESS: m mz Designed by: BILLY BREESE 1- z w o 0 V •• IF 52'6- I H. - I- 48'6•' I 1 1 II 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 — -8 I ��IIi����I�I�I�Im:�I�I�IiI 00 lini I 1111111111, c8 _ mI111111111 1111 m I � . 1 111 1111111111 -)3 h' I 1 I H+ N N I 46'6•• m .-- o Customer: PARR LUMBER-HILLSBORO 73 co O Desc. : Wndwd Beech Plon o G-) CO ADDRESS: 71 m co z Designed by: BILLY BREESE I-- z Cil 0 . Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 ALPINE Pax:hone:(800)877-3678 800 8 7- 678(916)387-0116 (90 AN RW COMPANY sacseals@itwbcg.com —Site Information: Customer: Truss Components of Oregon,Inc. Job Number: 0918137 JobDescription: Wndwd Beech Plan Address: City,State,Zip: TIGARD,OR Job Engineering Criteria: Design Code: IRC 2015 Design Version: 16.01.00.0327.16 JRef#: 1 W eK71750008 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(psfl: 25.00-10.00-0.00- Floor Load(psf): None 7.00 This package contains a job notes page, 10 truss drawings and 4 details. Item Seal# Truss Item Seal# Truss 1 267.18.0952.39543 AGE 2 267.18.0955.10540 BGE 3 267.18.0955.13250 B 4 267.18.0955.16073 CGE 5 267.18.0955.19170 C 6 267.18.0955.21443 DGE 7 267.18.0955.27470 D 8 267.18.0953.34137 EGE 9 267.18.0953.36943 E 10 267.18.0953.39760 El ���.o PROpk. 0�5 aGtNFly /0 19575 7 1411. % OREGON 14)`le n.20,199- *7 OLD W.N Renews 6/30/2019 Printed 9/24/2018 9:55:37 AM • 09/24/2018 Job Number: 0918137 Ply: 1 SEQN:205777/T2 GABL Gust:R7175 JRef:1WeK71750008 Wndwd Beech Plan Qty: 1 FROM:BB DtwNo: 267.18.0952.39543 Truss Label: AGE / GWH 09/24/2018 9'6' 19 I 9.6' 9'6' 1r-4..1'4(DP) .4X5 i; — 70 a A/11ihi w2X4(e1) Q I 19' I I-.-yr I19' 116'-"I 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/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.002 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(CL): 0.004 J 999 240 p* 134 /- /- /50 /5 /10 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.004 AD - - P Brg Width=228 Min Req=- MeD Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 Bearing B is a rigid surface. Soffit: 2.00 BCDL:4.2 psf Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.307 Members not listed have forces less than 375# BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.076 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.286 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. Wind Wind loads based on MWFRS with additional C&C �p PROF member design. 'i' FS Gable Studs � A��� t1G(N FFs�02 Provide lateral wind bracing per Alpine wind bracing 19575 9 details or per engineer of record.2X3 studs require %, reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. , 24/2118 Additional Notes OREGON J See DWGS A12015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing and other lop`en.20,1093 e. requirements. OL o W,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,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingSer BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attacherigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appplates 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 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 pagge, listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n 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. Sacramento,351RovanaC Circle 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcinduslry.com;ICC:www.iccsafe.org Job Number: 0918137 Ply: 1 SEAN:205779 /T4 GABL Cust:R7175 JRef: 1WeK71750008 Wndwd Beech Plan Qty: 1 FROM:BB DrwNo: 267.18.0955.10540 Truss Label: BGE / GWH 09/24/2018 4'10112 9'10.5 12104.11 24• 1 4'10112 4'11.9 21.11 I 64111 4715 rd• (NNL) (SIP) =4X5 F �dX12 %/1 10 Cf \vio„, P e hjillhi . _ . ..A•=4%5(Bi) .3X5 =3%5 =30 5 112' -204031) P _ 1 24 l .1.61 I 8 6'5.5 8.1. 1 11.5'5 I 1e•-{ 8'5.5 120.11 24' 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# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.031 W 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(CL): 0.065 W 999 240 B 1360 /- /- /548 /24 /240 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.018 L - - AF*350 /- /- /137 /15 /- EXP:B Kzt:NA HORZ TL:0.061 L - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) B BrgWidth=5.5 Min Req2.2 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = P AF Brg Width=65.5 Min Req=- Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2015 Max TC CSI: 0.493 P Bearings B&T are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.454 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.194 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 B-C 123-1588 C-D 205 -1412 Lumber T2: Brace interior top chord and support Top chord 2x4 HF#2:T2 2x6 HF#2: lower roof with a sistered truss at the edge Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 of lower roof.Brace all exposed vertical Chords Tens.Comp. Chords Tens. Comp. Webs 2x3 HF#2 M1,W4 2x4 HF Std/Stud: surfaces for lateral wind forces. B-W 1103 -88 V-U 1120 1 :W2,W3 2x4 HF#2: All diaphragms,braces,and connections shall be designed by the engineer of record. W-V 798 -73 U-T 1120 -1 Plating Notes All plates are 1.5X4 except as noted. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading C-W 150 -409 D-AA 268 -1214 Truss designed to support 1-0-0 top chord outlookers W-D 431 -125 V-AA 115 -455 and cladding load not to exceed 5.00 PSF one face D-V 501 -80 AA-T 358 -1494 and 24.0"span opposite face.Top chord may be notched Z.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. Wind Wind loads based on MWFRS with additional C&C �EO PROr member design. C9�� ,1/4.4G(N FF Seo Gable Studs 19575 Provide lateral wind bracing per Alpine wind bracing F r details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 d- i studs of the same grade. I 24/2118 Additional Notes OREGON J See DWGS A12015ENC101014,GBLLETIN1014,& 9A4`en.20,1990 GABRST101014 for gable wind bracing and other OCD w"N requirements. 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.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)f 'r safetyPpractices 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 B3,B7 or B10, _ as applicable. AppPlates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. R �efer 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 roiesstonal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is thepresponsibility 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: 0918137 Ply: 1 SEQN:205781 /T3 COMN Cust:R7175 JRef: 1WeK71750008 Wndwd Beech Plan Qty: 14 FROM:BB DrwNo: 267.18.0955.13250 Truss Label: B / GWH 09/24/2018 61'15 12' 17.10"1 24' 6'1"15 5'10"1 5'10'1 6'1.15 114X5X T II 171.5X4 ///1.5X4 C E 2 \ / F' Bt. B F A Bi j *I H G Job Number: 0918137 Ply: 1 SEQN:205786 /T8 GABL Cust:R7175 JRef: 1WeK71750008 Wndwd Beech Plan Qty: 1 FROM:BB DrwNo: 267.18.0955.16073 Truss Label: CGE / GWH 09/24/2018 17 24' 17 12' MT) =axs • ii T I 12 10 711111 1111 B ; I1 � I , T _ .. \. A PP"-- 2X4(B1) AC =3X5 =2X4(81) 24 -1 I-' 1.6" I 24, 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# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.002 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(CL): 0.004 L 999 240 T* 136 /- /- /49 /4 /10 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 I - - Wind reactions based on MWFRS EXP:B Kzt:NA HORZ TL:-0.005 I - - T Br Width=288 Min Des Ld: 42.00 Mean Height:15.00 ft ( ) g Req NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Bearing B is a rigid surface. TCDL:4.2 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.307 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: 0.073 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.317 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 A12015ENC101014,GBLLETIN1014,& Bot chord 2x4 HF#2 GABRST101014 for gable wind bracing and other Webs 2x3 HF#2:M8,M9,M10 2x4 HF#2: requirements. Bracing (a)Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 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. Ep PROp& Wind � G1NE `rip Wind loads based on MWFRS with additional C&C r7 FiQ 'L member design. 19575 541r Gable Studs Provide lateral wind bracing per Alpine wind bracing �- details or per engineer of record.2X3 studs require 11 24/2118 reinforcement at 70%of the length tabulated for 2X4 OREGON studs of the same grade. `ee.20,19%' 9ROCD Renews 6/3012019 *"VVARNING** 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)Kr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.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. AppTy 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 Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN, COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and braci1N ng of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTesslonaf engineering responsibility solely for the desjgn shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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: 0918137 Ply: 1 SEAN:205784 /T5 COMN Cust:R7175 JRef: 1WeK71750008 Wndwd Beech Plan Qty: 9 FROM:BB DrwNo: 267.18.0955.19170 Truss Label: C / GWH 09/24/2018 6 12I19x5 24' 6 6' 7'75 41711 III5X7 D i T k1.5X4 12 D ..15X4 0 �. E T1118X6 iI 1 a 91 0Q 8 i� O AH =4X5(81) G 04X6(F1) A 24' 1 778 778 75'8 i'6 H 8' . 14.8.8 24' 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/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.229 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(CL): 0.413 I 690 240 B 1217 /- /- /595 /13 /214 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.200 H - - F 1211 I- /- /595 /15 /- EXP:B Kzt:NA HORZ(TL):0.520 H Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft B BrgWidth=5.5 Min Req1.7 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.868 F Brg Width=5.5 Min Req=2.0 BCDL:4.2 psf TPI Std: 2014 Max BC CSI: 0.878 Bearings B&F are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 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:0.420 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 208-2894 D-E 228 -1142 C-D 230-2575 E-F 203 -1422 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2:B1 2x4 HF#1&Bet.: Webs 2x4 HF Std/Stud:W2,W3 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. B-I 2335 -71 H-F 1017 -64 Bracing I-H 852 -13 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Bottom chord checked for 10.00 psf non-concurrent I-D 1998 -44 live load. Wind Wind loads based on MWFRS with additional C&C member design. Acte PROFS C9� �G1NEF '0 19575 'y �r 1: 24/2118 OREGONGI aJ 9-. ' �O�DWN 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,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to perforing these functions. Installers shall provide temporary (503)(503)357-2118 Ext bracing per BCSI.Unless noted dttherwise,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 bracing installed per BCSI sections 63,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to 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 ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of pro esslonall engineering responsibility solely for the design shown. The suitability Rovana and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351Sac1aRovan 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: 0918137 Ply: 1 SEAN:205792 /T9 GABL I Cust:R7175 JRef: 1WeK71750008 Wndwd Beech Plan Qty: 1 FROM:BB I DrwNo: 267.18.0955.21443 Truss Label: DGE / GWH 09/24/2018 4'1"12 8'3"8 4'1"12 4'1"12 H1'5"12- -1'4" - -r (TYP) PM 0 12 010 7 inBAll 1111111116.H ro 6 3 II \\ L A '.2X4(B1) =2x4(81) I 1 8'3"8 H 1'6" 4'1"12 I- 4'1"12 1'6"HI 4'1"12 8'3"8 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# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.010 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(CL): 0.021 K 999 240 B 591 /- /- /279 /167 /112 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 D - - H 591 /- /- /279 /167 /- EXP:B Kzt:NA HORZ TL:0.022 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5 TCDL:4.2 psf BldgCode: IRC 2015 Max TC CSI: 0.285 H Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bearings B&H Fcperp=565psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.171 RepFactors Used:Yes Max Web CSI:0.082 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft 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-E 124 -428 E-H 124 -428 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2:W1 2x4 HF Std/Stud: 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. Wind Wind loads based on MWFRS with additional C&C member design. �EL0 PROF Gable Studs `co �G IN FF s<0 Provide lateral wind bracing per Alpine wind bracing Z details or per engineer of record.2X3 studs require 19575 9 reinforcement at 70%of the length tabulated for 2X4 �, studs of the same grade. �- .r i Additional Notes I 24/2118 See DWGS A12015ENC101014,GBLLETIN1014,& OREGON GABRST101014 for gable wind bracing and other 1 ` requirements. +n po j9 OtD W"NA 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 488 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 pactices 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 63,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to 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 iTwcoMPANY truss in conformance with ANSI/TPM 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of oprooessfonar 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/7P11 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.corn;ICC:www.iccsafe.org Sacramento,CA 95828 J Job Number: 0918137 Ply: 1 SEQN:205789/T1 COMN Cust:R7175 JRef:1WeK71750008 Wndwd Beech Plan Qty: 2 FROM:BB DrwNo: 267.18.0955.27470 Truss Label: D / GWH 09/24/2018 4'1"12 8 3"8 4'1"12 4'1"12 =4X5 C T III 7, 12 M 10 T.7, B D 'T in, E ._. A =2X4(61) 1111.5X4 m2X4(81) 1 8'3"8 1 4'1"12 411"12 H-1'6" II4'1"12 8'3"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# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.003 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.93 VERT(CL): 0.005 E 999 240 B 509 I- /- /258 /13 /86 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 E - - D 360 /- I- /175 /0 /- EXP:B Kzt:NA HORZ TL:0.005 E - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) B Br Width=3.5 Min Re 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 9 q TCDL:4.2 psf D Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.227 Bearings B&D Fcperp=565psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.120 RepFactors Used:Yes Max Web CSI:0.070 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 73 -385 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 live load. Wind Wind loads based on MWFRS with additional C&C member design. A. 0p ,t4 GtNEF 'OZ 19575 9 %t 1; 24/2118 0 OREGON 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 BCSI(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 Otherwise to chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling •Locations shown ' PPPlateral restraint of •webs shall have bracing installed •per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise. F7efer to ALPINE ^ drawings 160A-Z for standard plate positions. LPPII NN 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,nur mpnw 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-fessionall engineering responsibility solely for the design shown. The suit-ability 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;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org I Job Number: 0918137 Ply: 1 SEQN:205799 /T10 GABL Dust:R7175 JRef: 1WeK71750008 Wndwd Beech Plan Qty: 1 FROM:BB DrwNo: 267.18.0953.34137 Truss Label: EGE / GWH 09/24/2018 D 12 1111.5X4 C T ch 6 N !il M B ' v io ..IIz..,.) _BIImo E 1113X7 A 2'---1 h 2'4"11 -H 2, -1- 2' { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt:23.1 Ce:1.2 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA B 378 /- /- /210 /167 /178 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 E - - E 211 I- /- /90 /157 /- EXP:B Kzt:NA HORZ TL:-0.006 E - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) B BrgWidth=3.5 Min Req1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.2 psf E Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.364 Bearing B Fcperp=565psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.153 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.239 Members not listed have forces less than 375# P 9 Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 C-E 418 -260 Lumber Top chord 2x4 DF-L 2400f-2.0E Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 2X4(A1)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 must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. ,(�� O PROFS G(NF iO 0 19575 �� �r 1; 4/2118 OREGON 1R`en.20,190 v OLD WNi, . 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 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)fr 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 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 standard plate positions. Alpine,a division of MA/Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN,WCOMPANY 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 essrona 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 Job Number: 0918137 Ply: 1 SEQN:205795/T7 MONO Gust:R7175 JRef: 1WeK71750008 Wndwd Beech Plan Qty: 2 FROM:BB DrwNo: 267.18.0953.36943 Truss Label: E I / GWH 09/24/2018 D T T 12 1111.5X4 C M 6 C4 BSNco wit.„Aumwrii I_ R E III3X7 A =2X4(A1) 2' F' 2'4"11 } 2 -i 2' H 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 L/defl V# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA B 327 /- /- /188 /37 /52 Risk Category:II BCDL: 7.00 Snow Duration:1.15 HORZ(LL):-0.003 E - - E 183 /- /- /82 /25 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.007 E - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf E Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.513 Bearing B Fcperp=565psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.146 RepFactors Used:Yes Max Web CSI:0.250 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 C-E 381 -231 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 live load. Wind Wind loads based on MWFRS with additional C&C member design. 'c VEp PROFESS `g G1NE /0 VI 19575 �� 7 Ar 1 24/2118 0 OREGON J 9Rol.�,ws 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.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)kw 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 bracinginstalled per BCSI sections B3,B7 or 610, as applicable. Apply lates to each face of truss and position as shown above and on the JointtDetails, 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,TW 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 esstonal engineering responsibility solely for the design design ANSI/TPI 8351 Rovana,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: 0918137 Ply: 1 SEQN:205801 /T6 MONO Gust:R7175 JRef: 1WeK71750008 Wndwd Beech Plan Qty: 6 FROM:BB DrwNo: 267.18.0953.39760 Truss Label: El 1 / GWH 09/24/2018 1111.5X4 C 12 1-- 6 B '' co c 7i D N III 1.5X4 A =2X4(A1) i 2' i 2'4"11 2, 1 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 Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA B 410 1- /- /219 /37 /36 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 D - - D 5 /-54 /- /38 /42 /- EXP:B Kzt:NA HORZ(TL):-0.005 D Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 B Brg Width=3.5 Min Req= 1.5 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.513 D Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bearing B Fcperp=565psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.104 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:0.039 Loc.from endwall:not in 4.50 ft 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 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. �4O PROF"SS 0;0 �GiNe . /0 41 2 19575 9 * %r Y: 24/2118 OREGON 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.Box468 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)for safety practices prior to perforing these functions. Installers shall provide teporary (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 ins-tailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE P 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 ANIRV 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 toroTessional engineerinresponsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org 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 (I) 1x4 'L' Brace 9 <1) 2x4 'V Brace w <2) 2x4 'L' Brace we<1) 2x6 'L' Brace w (2) 2x6 'V Brace el 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 p g 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 S P #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 Q▪) U H F Stud 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 Pinewew QJ #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 Stud Stud -J SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard 'Cl- #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' ' cu DPL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Group Bi Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' 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 P #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Btr L. U #1 HF Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' a) O Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou•las Fir-Larch Southern Pineere #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' MIKIMINI #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). QJ .VD --i D P L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' wweFor 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' Industrially45eusd Stress-Rated oahese ds.graGroup 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' s. C-5 - SPF #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! 12 U HPStud 5' 9' 10' 2' 10' 7' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240, O Standard 5' 9' 9' 4' 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). d 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. .--i D P 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 l^ Attach 'L' braces with 10d (0.128'x3.0' min) nails. 1 About rt. 1 )X For (1) 'L' brace' space nails at 2' o.c. i able Truss i�1 iin 18' end zones and 4' o.c. between zones. E ���� 31E31(For (2) 'L' . space Halls at 3' o.c. Diagonal brace optlon� I , In 18' end zones and 6' o.c. between zones. vertical length may be a 'L' bracing must be a minimum of 80X of web doubled when diagonal 18' b ♦v� member length. brace is used, Connect L w w diagonal brace for 335# �1-. `i Gable Vertical Plate Sizes at each end. Max web Br cam- 4,* total length Is 14'. Vertical Length No Splice 9 i Less than 4' 0' 1X4 or 2X3 [x4 DF-L #2 or w Greater than 4' 0', but etter diagonal T 2X4 9 i less than 11' 6' Vertical length shown brace) single 18' * : Greater than 11' 6' 3X4 in table above. r double cut ' as shown) at L_fT 1 + Refer to common truss design for upper end. i lJ L Ll Ll Ll I 13 peak, splice, and heel plates. ' / / / / /ontinuous Bearing / / /" Refer to the Building Designer for conditions Connect diagona at 11 # P-Op not addressed by this detail, midpoint of vertical web. Refer to chart above for m. �b0 a -rtie* -ngth, vAR1we AND THIS `O) ‘AGIREAD AFELLOW ALL MITES IBI DRAWING � N . � , 1P> ss02 REF ASCE7-10-GAB12015 wIR wUITANTes FURNISH THIS BRAVING TO ALL Co(TRACTIRS INCLUDING TIE INSTALLER& ,Q Trusses require extreme care In fabricating,handing,skipping,installing and bradng. Refer to and 19575 - ' DATE 10/01/14 pfoamractices the latest pert of HCSI(Building Component Safety Infarnovide by TPI and SBC/0 for Safety < prnotices prior to performing these functions. Installers shall provide temporary bradng per[CSI. ° DRWG A12015ENC101014 Unless noted otherwise,top chord shall have properly attached structural sheatang and bottom chord shall have a properly attached r it ceiling. Locations shown far pernanerht lateral testto each' fluor 4� 8 shall hove brndrhg hstnUvd prr BCS[s ctlorhs B3,B7 810,as applicable. Apptly places to each Paco of ELLS& nd position as shown above and on the Joint Details,unless noted otherwise. 0 a 4/20 8 �1 L P D N I Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deaotlm frau AN f C)MP1NY this drawing,any failure to build the cuss In conformance with ANSI/TPI 1,or for hardlwg,shaping G� MAX, TOT. LB. 60 PSF installation A bradng of cusses. 9 van.20,tgs� `Q' A sea on this drawing or cover listing this drawing,Indicates acceptance of prrrelo al V fad«.'->P rMilt a reM ty rt Building Designer per ASI 19 dr°.ing -rO L D W• 13389 MO 63045 For more information see this Job's general notes page and these web sites MAX, SPACING 24,0' Earth City,MO 63045 ALPINE.wwwalpheitw.conl TPD ewo,tpinstorgi SBCA,weesbdndustry.orgl ICC.wew)ccsafearg p,v.o,.,•6ro0„019 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 ;Bili IWAN _ I I, ,, A %i igiti 2X4 Blocking at . Walled to III* 45° sheathing and each truss RIS 1i. H ® ® II_®_.■�.....-....2X4DFL #2or better diagonal brace.Attach each end for 560#. ' iiiiiIb �1` ontinuous Bearing 2x6 #2 Stiffback attached to each �p PROF Stud w/ (4) lOd box or gun (0,123" X 3', min,) nails. ,SC` .s ..mpu�Tara FURNISH> WI FOLLOW aL ONTKITESARSS THIS UDI+G" THE INSTALLERS ING 0`� (lrlJd 5N5 ,Q otip REF GE WHALER Trusses require extreme core In fabricating,handing,shipping,hstalUng and bradng. Refer to and r DATE 10/01/14 pfoollow the latest edition of SCSI®ullding Component Safety Information,by TPI and SBCAA)for safety f. Unless`broted otfiers•IseF top dwrd seshall halveKproper�lY attar=pstrvcturnl reortWgaand bottom drord am. ••• . shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG GABRST101014 A ^ snail have bradng instauod.per B�sI sections 83,B7 or 010.as able. Appl plates to each face 0l;24/20 8 I \I of trines°nd pedtbn shorn above and the Jaht Details,=blow. 0 herslse. OREGON P�I V Refer to drnseps I60A-Z for Building Cord plate Group Inc. Alpha, division of ITV Buildhg Corponents Group Ishall not be responsible for any deviation Pros AN nilCOMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handUng,shipping, 9 en.20,t99 01. MAX, TOT, LD, 60 PSF hstallotbn L bracing of trusses. e.�AAYssel on this drawing or cover of listing this drawing,indicates acc.ptan<.of prssionel pL.D V,/.‘ far vry_ e true ctwe thedyrefpors beth':i'=Building Designer per ANSI/4;71 Ser2. EarthCity,MO Drive Far more Information see this Job's general notes page and these web'Item Renews 6/30/2019 MAX. SPACING Earth MO 63045 ALPINE,e.ealphdtw.conl TPG www.tpinstorgt SECM wew•sbclndustryargi ICC'wewJccsaFearg Gable Detail - FOr Let-In Verticals Gable Truss Plate Sizes Asyut O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 16 +°Refer to Engineered truss design for peak, �� splice, web, and heel plates. © ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. sabl0 2X4 p 1pp,© © vertiExample, di IlLet711110/.1 .111111 2X8 / 2X4 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-Hall - Or - End-nail � �` / 111 AI Q CO To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design. 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, Taenalled Nails, specie, and grade of the 'L' reinforcing member. Rl,ld Shenthin, lad Common <0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace 1� 4 Nall I1 1� (4) toenails in the top and bottom chords. 'T' Reinf. 'T' T, I This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member Exam le 2x6 20 ASCE 7-05 Gable Detail Drawings P A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Plaits ASCE 7-10 & ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 Truss Spaced At 4' o.c. A11515ENC100118, Al2O15ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 v i A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'V Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, 520015ENC100118, S20015END100118, 520015PED100118, 511530ENC100118, 512030ENC100118, 514030ENC100118, 516030ENC100118, T T S18030ENC100118, S20030ENC100118, 520030END100118, 520030PED100118 4 Nall :=1 Ceiling See appropriate Alpine gable detail for maximum unreinforced ga• - - al length. 4' PROFESS mmVARrmQ7a READ AND FTLLfV ALL KITES oI THIS 1RAVnrd w.D 1'N(Tws FURNISH THIS gwwRtG TO ALL CONTRACTORS R(CLUDD(G TIE INSTALLERS. Gg (G��SNEE,P OZ REF LET-IN VERT Trusses rewire extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and �, �r DATE 01/02/2018 PoUce the latest action of SCSI(Building Component Safety Information,by WI and SHCA)for safety ) practices prior to perforneg trwac functions. InstaUars shaU provide tvrporary bracing per DCSI. Unless noted otherly a top chard shoU hove properly attached etn,ctural saterang and bottom chard �`. .•�� DRWG GBLLETIN0118 s. shall haven properly attached rigid celhp Locations show,for permanent lateral restraint of webs ALP ,� 1 enol truss ndacoel installed s oer BICpoI socdoor ga,Bloke;De rs u Wats, e. A y pates to each face 0' 4/20 8 I�II� I Referof crus and�e stbn as srroe above and an the Jan. 910.o,unless notedpo#wrdse. to drawings 160A-z Pnr standard plan positions. OREGON Ane,a division of ITV Bokdng Components Group Inc.shall not be responsible for deviation from 20 tg . MAX. TOT. LD. 60 PSF / AN MN COMPANY this drawing,any failure to Wild the truss In conformance with ANSI/TPI 1,or for handling,shipping, 1,0"en. 90 Installation I bracing of trusses. �j A sealan this drawing or corer listing this drawing,`'°`ares°ccpta,..°f professiorwl OLD W.Irv- 13723 DUR, FAC, ANY erg Suite Rlverport Drive Pa�' 0f y solely for the h,oP tie Designer yo.r.ANSI/TPI 1 sem�' Suite 200 Maryland Heights.MO 63043 For more Information see this Job's general notes page and These web sites, Renews 6/30/2019 MAX, SPACING 24.0' ALPINES wwwalpneitw.coml TPI,www.tpnst.orgi SBC&wwasbclndustryargl ICC.wwwJccsafearg CLQ Reinforcinc 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. ,• i, 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 807. 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. • :>\ Alternative reinforcement specified in chart below may be conservative. mm For minimum alternative reinforcement, re-run design with appropriate v reinforcement type. A 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. MI 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()10 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 GIO Center scab on wide face of web. Apply (1) scab to each face of web. NE ���Ep PROA- tS DTNFURNISH T S uw�wjF�ALL CONTRACTORS INCLUDING DIE 1NSTAL1.ER 0 r1c'1NF�c QO2 TC LL PSF REF CLR Subst, Trusses require extreme care In fabricating,handing,shipping,Instating and bracing. Refer to and 19575. 7 IC DL PSF DATE 10/01/14 �^` follow the latest edition of SCSI EB A g Corponant Safety Information,by TPI and SBCA))for safety r „/ s hi...k noteddoi to ils.f tap dwrd shalt hovvne prapel'grtly attached strrxtural.he iabrngaand bpottan dwrti oir y ., shall have a property attached riga ceiling. Locations riawn for permanent lateral restraint of webs /� �� :C DL PSF DRWG BRCLBSUB1014 All- [NE nE shop have bra hstog.d pvr BCSI sections ti, B7 ar D.t as e. Appl pWtes to.-ch face �u^\v�� of truss and tion au.ha.n aba.e and an th..talor 810,o,° . mated s herd... 0 4/20 8 BC LL PSF Refer to drawings:GOA-z for standard plate positions. _ OREGON Alpha,o division of ITv Ilulldhg components croup Inc.shoe tA be espondbl.for r%y deviation Pram ,(� TOT. LD, PSF AN RVI/OOMPMNY tis drawng,any failure to bsed the truss h conformance with ANSI/TPI 1,ar far hnrdlirg,shpphy v 0 hstouoth,n&bracing of trusses. ah. 9 A seal on this drawing or cover listing this drawing,hal cats aac.ptarK.of profession: �Q 20,19 V. far shoe.. Tb.su,tabiucy and u:.of tw dra.hg OCD W.N DUR, FAC. 13389 Lakefront Dove > Designer per ANSf/1PI 1 Sect. Earth City,MO 63045 Far nor.Information see this Job's general not.s page and these web sltesr SPACING ALPINE:wwwalphelte.coml TPU www.tphst.orgd SBCA'www.sbcindustryorgl ICO wwwdccsafearg Renews 6/3012019