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Plans (412) ,,AN,S-t 7,J2A7 - 60 2. 7 9 761 5 5 LA) * e.e-u,-) t 1 5-k-' . Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 ALPINE Fax:Phone:(800)877-36 808)8 7 078(916)387-0116 (9sacseals@itwbcg.com —Site Information: Customer: Oregon Truss Job Number: 1706155BDC JobDescription: 2185A Address: 9795 SW Frewing St. City,State,Zip: Tigard,OR 97132 Job Engineering Criteria: Design Code: IRC 2012 Design View Version: 17.01.00.0525.17 JRef#: 1W224350004 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(psi): 25.00-7.00-0.00- Floor Load(pst): None 10.00 This package contains a job notes page, 22 truss drawings and 0 details. Item Seal# Truss Item Seal# Truss 1 180.17.0818.58287 AB1 2 180.17.0820.29527 AC1 3 180.17.0820.51047 ACV1 4 180.17.0820.55430 AGE 5 180.17.0821.01090 AM1 6 180.17.0821.14877 AV 7 180.17.0826.31010 AVS 8 180.17.0822.36387 B 9 180.17.0822.40920 BGE 10 180.17.0822.46430 CA1 11 180.17.0822.49633 CC1 12 180.17.0824.16487 CM1G 13 180.17.0822.57310 CS 14 180.17.0823.00507 D 15 180.17.0823.17967 DG 16 180.17.0823.27943 DGE 17 180.17.0823.32133 J 18 180.17.0823.35523 JA 19 180.17.0823.46750 M 20 180.17.0845.37087 M1GE 21 180.17.0824.29557 M2GE 22 180.17.0824.39270 MGE v.ED PROp S O'Cli G1Nf t 0t� F 19575x 7 f OREGON J 9'T0L o w•N* Renews 6/30/2019 Printed 6/29/2017 10:16:17 AM 06/29/2017 Job Number: 1706155BDC Ply: 1 SEAN:23526 / T15 COMN Cust:R435 JRef:1W224350004 2185A Qty: 2 FROM: DrwNo: 180.17.0818.58287 Truss Label: AB1 CY / GWH 06/29/2017 52 1"" "7 I- 10' I 14'9"9 I 19'10'6 5'2 7 49'9 4'9"9 5'0"13 =4X4 _ D �� T 12 a 1.5x4 r 1.5X4 8 V C E a7 f,- B F i A - 1, =3X4(A1) =3X7 _3X4(81) I 10 9'10"6 1'4'81 10' I 19'10"6 i. 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:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.026 G 999 240 B 966 /- /450 /- /124 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.053 G 999 180 F 858 I- /395 /- /- /3.9 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 G - - Wind reactions based on MWFRS 42.00 EXP:B Des Ld: HORZ(TL):0.025 G - - B Min Brg Width Req= 1.5 Des d: :10.00 Mean Height 15.00 ft Code/Misc Criteria CreepFactor:1.5 F Min B Width Req1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.181 Bearings B&F Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.652 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.247 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0y5(0)/2(0) Maximum Top Chor Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 B-C 155-1168 D-E 140 -882 Lumber C-D 139 -882 E-F 157 -1167 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. Loading B-G 904 -73 G-F 901 -76 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Wind D-G 558 -62 Member design based on both MWFRS and C&C. op PROFESS 0p aG%NFHOZ ,Q 19575 vi - i �r / . 29/2117 OREGON .s+-1O �`DWN Renews 813012019 **WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Watace Rd. Trusses require extreme reme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otflerwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proppse y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg 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 JoinTDetails, unless noted otherwise. refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 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 prooessionat engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPR 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.sbcindustiy.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:23530 / T14 COMN Cust:R435 JRef:1W224350004 2185A Qty: 2 FROM: DrwNo: 180.17.0820.29527 Truss Label: AC1 CY / GWH 06/29/2017 5'2"7I 10' 14'9'9 19'10"6 52'7 4'9"9 I- 4'9"9 - 5,0"t3 -I =4X4 C 12 ^ 8 V k 1 85X4 1.D 4 0 r` A Aligl116 ,.. Adilkih ... E Iy ._. \ Sy9 F -3X4(A1) -3X7 =3X4(81) 1 109'10"6 10' I- 19'10.'6 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.025 F 999 240 A 863 /- /397 /- /106 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.053 F 999 180 E 862 /- /395 /- /- /3.9 BCDL: 10.00 Risk Category:II EXP:B Snow Duration:1.15 HORZ(LL): 0.012 F - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.025 F - - A Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 Bearings A&E Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.656 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.252 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)12(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 A-B 160-1184 C-D 142 -890 Lumber B-C 143 -892 D-E 159 -1175 Top chord 2x4 DF-L 18001-1.8E Bot chord 2x4 DFL 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. Loading A-F 924 -79 F-E 908 -78 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Wind C-F 571 -66 Member design based on both MWFRS and C&C. /CO& PROFSS�s 0 aG4N�k� ,OZ 19575 y /- . / I. 9/2117 OREGON Air `alt•20,i9 V -OC ' D w.' Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *'IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme reme care in fyabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(BuildingryDayton OR 97114 bracingner SafetyI.Unless noted otherwise,,top chor halfl havpractices ely attached performing cturral these annd bottom chord shall have a rroorppaeeb (503)�1 s7a7 Ext attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinc�Installed per BCSI sections B3,B7 or B10' as applicable. Apply plates to each face o truss and position as shown above and on the Joint:Details, unless noted otherwise. Refer to ` ' drawings 160A-Z for standard plate positions. A LPINE V E Alpine,a division of ITW Buildingg.�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on thip drawing or cover page, "" listing this drawing,indicates acceptance of pro7essionaT engineeringresponsibility solely for the design shown. The suit-abili ty and use of this rawing for any structure is the responsibiity of the uilding Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more infonnabon 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.icesafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEAN:23552 / T10 GABL Cost:R435 JRef:1W224350004 2185A Qty: 7 FROM: DrwNo: 180.17.0820.51047 Truss Label: ACV1 CY / GWH 06/29/2017 I 5' I 10' 15' 19'10'6 5' 5 I- 5' 1' 4,10„6 I 1114X7 C ii 12 D 8 B 5, 0 T E =6X6 4, C•1 A 1Aiii �3X5(F1) 12 /114X5 =3X4(B1) 1 5'1016 510"6 A�„� 6'3"14 I 12'2"4 I 19'10"6 g1 5 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt 17.5 Ce:1.0 VERT LL): 0.155 G 999 240 BCLL: 0.00 Enclosure:Closed VERT(LL): 932 /- /421 /- /-19 /5.5 Risk Category:II Lu: - Cs:not used VERT(TL): 0.314 G 747 180 E 947 /- /421 /- / !5.5 BCDL: 10.00 Snow Duration:1.15 HORZ(LL): 0.114 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Mean Height:15.00 ft HORZ(TL):0.231 F A Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.551 Bearings A&E Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.736 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.262 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chor Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 289-2899 C-D 194 -1121 Lumber B-C 263-2590 D-E 179 -1373 Top chord 2x4 DF-L 1808f-1.8E Bot chord 2x4 DF-L 1800E-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard:W2 2x4 DF-L 1800f-1.8E: Chords Tens.Comp. Chords Tens. Comp. Plating Notes A-G 2483 -204 F-E 1057 -92 All plates are 1.5X4 except as noted. G-F 907 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. bottom chord live load applied per IRC-12 section G-C 1898 -116 301.5. Wind Member design based on both MWFRS and C&C. /kEO PROF � % SS P GNFF Sp -tit 19575 41 p ; ' i Aril I I I. 29/2117 0 OREGON 1,4 '141• 20 i946 Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component SafetyInformation,b TPI and'SBCA)tsafety practices prior to performing these functtiions. Installers shall provide temporary (503)581-8787 Ext bracing hed per ceiling.Locations show fortppermanent lateral reproperly t aint oattached webs all have braclnagtinstalled perpBCSI sect shall B3,,B7 oroB10' as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to e drawings 160A-Z for standard plate positions. A LP,N E Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drtwing,any failure to build the truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or over pa e._ "" COMPANY listing this drawing,indicates acceptance of pro-fessionaf engineering responsibility solely for the des? n shown. suitability and use of this drawing for any structure is the responsibiity of the Building Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsLorg;SBCA:www.sbdndustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:23528 / T22 GABL Cust:R435 JRef: 1W224350004 2185A Qty; 1 FROM: DrwNo: 180.17.0820.55430 Truss Label: AGE CY / GWH 06/29/2017 I t9' 10' I a 2' (TYP) =4x4 G a 12 =3X4(A1) M =3X4(At) 1. 20' 14"8 0 114'8 20' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.001 H 999 240 B 261 /17 /99 /- /152 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.002 H 999 180 BCDL: 10.00 Risk Category:II 96 /1 /39 /- /- /234 EXP:B Snow Duration:1.15 HORZ(LL): 0.001 J Wind ind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.002 J - - B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.137 Bearings B&B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.026 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.089 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind RD PROFESS Member design based on both MWFRS and C&C. Gly ,1G)N� 0 41 Additional Notes 19575 9 See DWGS A12015ENC101014,GBLLETIN1014,& i GABRST101014 for gable wind bracing (411.‘ requirements. t 29/2117 OREGON ROLD WBNti..� Renews 8,30/2019 "'WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900Truss SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Compoper nent Safety Information,b TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide tempora (503)581-8787 Ext attached rnig4iidd�ceiling.Locations shown forpermanent lateral restraint ie f webs shall have bracinag9t inssalled per BCSI sections 63,,B7 or B 1' ' as applicable. Apply plates to each faceoftrussand position as shown above and on the JoincDetails, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracingof trussesA seal on thi$drawing or ver pa e,, ^" "COMPANY listing this drawing,indicates acceptance of pro-fessronal engineeringresponsbility solely for the desr n shown. The suMbility and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.Com;TPI:www.tpinstorg;SBCA:www.sbdndustry.com;ICC:www.ic safe.org Sacramento,CA 95828 J2ob1Number:85A Qty 1706155BDC Pty:: 31 SEAN:FROM: DrwNo:23532/ T20 MONO Cust:R435 180.17.0821.01090 JRef: 1 W224350004 Truss Label: AM1 CY / GWH 06/29/2017 569' 13'4,3 649 ! 6'713 X19(4 B 12 Q 8 13X4 'm 111 001141 D GF E X4%5 111.9X4 =3X :1) d 649 I 8'8"13 6'89 13'49 /. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT LL: 0.011 E 999 240 BCLL: 0.00 Enclosure:Closed ( ) G 574 /- /292 /- /146 /- Risk Cat Lu: - Cs:not used VERT(TL): 0.024 E 999 180 D 586 /- /292 /- /- /3.9 BCDL: 10.00 Category*II Snow Duration:1.15 HORZ(LL): 0.005 A - - Wind reactions based on MWFRS EXP: Des Ld: 42.00 B Mean Height:15.00 ft HORZ(TL):0.010 A G Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.412Bearing D Fcperp=625psi. Load Duration:1.15 MW FRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.356 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.651 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 C-D 0 -704 Lumber Top chord 2x4 DF-L 18001-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DFL 1800E-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard:W1 2x4 DF-L 1800f-1.8E: Bracing F-E 494 0 E-D 497 0 (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Loading F-C 172 -617 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Left end vertical not exposed to wind pressure. #.' co PROp�S G�5 lyGINFF s/0 19575 7 I- i �1 1, 9/2117 OREGON w/ ` 14i •0.20,10" � OLD W. r Renews 6/30/2019 "WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,b TPI and SBCA f p ) safety practices prior to performing these functgions. Installers shall provide tempora (503)581-8787 Ext bracing naidCeilig.Unlesscations shown fortpoermanent lateral reproperly t aint of webs shstructurallracinaggt installed bottom BCSI sections B3,B7 properly as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildingg_Compon nts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover page,, ""n vCOMPANY listing gshi of drawing, indicates anyacceptance of theresponsibilitysotni �ui dipornsibility solely or the desmon shown. The sui�ability drawing structureg Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCk www.sbclndustry,cem;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:23492 / T5 GABL Cust:R435 JRef:1W224350004 2185A Qty: 1 FROM: DnwNo: 180.17.0821.14877 Truss Label: AV CY / GWH 06/29/2017 5' 10' 15' 20' II- 5. 5, 5. 5. 11467 /1 N 1 C 0 6 I... 7 T �%I n H Job Number. 1706155BDC Ply: 1 SEAN:23489/ T6 GABL Cost:R435 JRef:1W224350004 2185A Qty: 1 FROM: DrwNo: 180.17.0826.31010 Truss Label: AVS CY / GWH 06/29/2017 I 5' I 10' 15' 20' 6' 5' I 4' I 2'-I (TYP) ii6x10 G 7//00111:1 no ili ': mTL�,� llith 111 Y M- 1 � AC" M`=4X4t: N w3X4(A1) 1'4"8 1 5'10"6 5'10"6 7'9"12 I _I 1 1'4"8 6'3'14 12'2"4 20' 5" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt:17.5 Ce:1.0 VERT(LL): 0.151 E 999 240 B 1048 /15 /481 /- /152 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.298 E 794 180 M 1062 /15 /484 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.110 0 - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.216 0 - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria CreepFactor:1.5 M Min BrgWidth Req 4.2 psf = 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.705 Bearings B&M Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.799 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.382 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 B-D 185-2702 G-J 215 -1090 Lumber D-G 230-2594 J-M 163 -1330 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard:W2 2x4 DF-L 1800f-1.8E: Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-U 2321 -54 R-M 1040 -40 All plates are 1.5X4 except as noted. U-R 907 0 Loading Maximum Web Forces Per Ply(lbs) Truss designed to support 1-0-0 top chord outiookers Webs Tens.Comp. and cladding load not to exceed 3.00 PSF one face U-G 1987 -78 and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge(D-L).DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind '',��O PROFESS Member design based on both MWFRS and C&C. ��' aG%N FF �O Additional Notes 19575 y r See DWGS A12015ENC101014,GBLLETIN1014,& / GABRST101014 for gable wind bracing e i requirements. I, 9/2117 OREGON Renews 6/30(2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component SafetyInformation,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)561-8787 Ext bracing per BCSI.Unless noted 00herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proppeerly attach riggid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracint�Ins ailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITN BuildingComponents Group Inc,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, ""n"COMPANY listing this drawing,indicates acceptance of pro essionaengineering responsibility solely for the design shown. The suability and use of this rawing for any structure is the responsibility of the uing Designer per ANSUTPI 1 S-eec.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: 1706155BDC Ply: 1 SEON:23472/ 17 COMN Cust:R435 JRef: 1W224350004 2185A Oty: 19 FROM: DrwNo: 180.17.0822.36387 Truss Label: B CY / GWH 06/29/2017 4'415 8'6"7 12'8" 17' 114'4"15 " I H 4'1"9 419 4'4" =4X4 C 12 8 2 .1.5X4 ,1.5X4 B I D r . in 1 A E =3X4(81) F* =3X7 =3X4(B1) r 8'61 8,5"9 861 I 17' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSE) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt:17.5 Ce:1.0 VERT(LL): 0.020 F 9 BCLL: 0.00 Enclosure:Closed 99 240 A 739 /31 /337 /- /- /- Risk Cate Lu: - Cs:not used VERT(TL): 0.042 F 999 180 E 737 /31 /337 /- / /5.5 II BCDL: 10.00 gory: Snow Duration:1.15 HORZ(LL): 0.009 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Mean Height:21.30 ft HORZ(TL):0.019 F A Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.126 Bearing E Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.434 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.206 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top omp. Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 136 -995 C-D 122 -751 Lumber B-C 122 -752 D-E 136 -991 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. Loading A-F 767 -68 F-E 760 -67 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Wind C-F 467 -56 Member design based on both MWFRS and C&C. O PROFSSS �5 (,I N ICI r� HOZ ,.1019575 7 r r I. 29/2117 OREGON 9 '40.20,190 ROLA W �, Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trussesprequire extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 bracing per BCSI. Information, noted ottlerwise,top chor shalll havpractices ey attached performing sheathin I and bottomchordshall have a porary (5m)5s1a7a7 Ext attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 0y as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf etails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pale *"n" COMPAW listing this drawing,indicates acceptance of proTessIonal engineeringresponsibility solely for the desi n shown. The sianibility and Use of this awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.corn;TPI:www.tpinst.org;SBCA www.sbcindustry.cwin;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:23554 / T3 GABL Cost:R435 JRef: 1W224350004 2185A Qty: 2 FROM: DrwNo: 180.17.0822.40920 Truss Label: BGE CY / GWH 06/29/2017 8'6"7 17' 8'6"7 I 8'5'9 I--2'81 I 2'--I =4X4 (TYP) UN..s\ Nh, 1 ito A Aid ip, , 6N12 =3x4(81) =3X4(81) I 17' I I 17 17' Loading Criteria(est) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph PI:17.5 Ce:1.0 VERT(LL): 0.001 F 999 240 BCLL: 0.00 Enclosure:Closed 95 ti 5 /39 /- /6 /204 Wind- Cs:not used VERT(TL): 0.002 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ EXP:B (LL):-0.001 B A Min Brg Width Req= - Des Ld: 42.00 Mean Height:21.30 ft HORZ(TL):-0.002 D - - Bearing A is a rigid surface. NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.054 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.056 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind ��ED PROFFs+ Member design based on both MWFRS and C&C. O.5 oG I I S E' 'O Additional Notes 19575 419 See DWGS A12030ENC101014,GBLLETIN1014,& i' GABRST101014 for gable wind bracing �- requirements. 1 I. 9/2117 OREGON .9-,0` 20, Nom; Renews&30,2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,h ndlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and Sbfor safety practices prior to performing these functions. Installers shall provide temporary (�)581-8787 Ext bracingper BCS!.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erl attachd rigid ceiling Locations shown for Permanent lateral restraint of webs shat have bracin insjalled per BCSI sections B3,B7 or B10y .44116 as applicable. Apply plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, /WOW OMPANV listing this drawing indicates acceptance of prolessionaf engineeringresponsibility solely for tr design shown. The suitability and use of this drawing for any structure is he responsibility of the uilding Designer per ANSI TPI I Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number. 1706155BDC Ply: 1 SEQN:23504/ T12 COMN Cust:R435 JRef: 1W224350004 2185A Qty: 2 FROM: DrwNo: 180.17.0822.46430 Truss Label: CA1 CY / GWH 06/29/2017 6'10"6 I- 6'10"6 13'10"6 H 7' io4X5(R1) 4. 12 1111 8 r` 0 b M in A C 3X4(81) 1111.5X4 :-"-1 D 3X4(A1) 6'10"6 7' I- 610"6 I 1310"6 1 1'4"8-{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt:17.5 Ce:1.0 VERT(LL): 0.006 E 999 240 A 595 /- /275 /- /91 /3.9 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.011 E 999 180 C 707 /- /331 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 E - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.009 E - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 C Min BrgWidth Req1.5 TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.362 Bearings A&C Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.293 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.126 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)12(0) Maximum Top Chor Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 A-B 100 -711 B-C 101 -712 Lumber Top chord 2x4 DFL 1800f 1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard A-E 499 0 E-C 499 0 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. � &iEO PROFSSS �5 t4G GIN i0 19575 �41 9 �- i �r I, 29/2117 OREGON0 v 9-.OL D W. N�, Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing r BCSI.Unless noted 0therwise,top chord shall have properly attached structural sheathingand bottom chord shall have.a proppeert attached riq id ceiling. Locations shown for permanent lateral restraint of webs shall have bracintq insalled per BCSI sections B3,B7 or B10y as applicaf�le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. 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 µ� truss in conformance with ANSIT P1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page ,COMPANY listing this drawing,indicates acceptance of prooessionar engineering responsibility solely for the deskin shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Simi. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpirieitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number. 1706155BDC Ply: 1 SEQN:23506 / T11 COMN Cust:R435 JRef:1W224350004 2185A Qty: 2 FROM: DrwNo: 180.17.0822.49633 Truss Label: CC1 CY / GWH 06/29/2017 I• 6'10"6 13'10"6 7, iii 4X5fR1) 12 8 L 0 in A _ k ■1111h66C i D 3X4(61) III 1.5X4 ----7-3X4(A1) 6'10"6 T 610"6 I 13'10"6 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.008 0 999 240 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT TL 0.016 D A 602 /- /277 /- /- /3.9 ( ) 999 180 BCDL: 10.00 Risk Category:II C 602 /- /277 /- / /5.5 EXP:B Snow Duration:1.15 HORZ(LL):-0.004 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.009 D - - A Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.376 Bearings A&C Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.298 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.127 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 104 -725 B-C 104 -723 Lumber Top chord 2x4 DF-L 1800f 1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard A-D 511 -11 D-C 511 -11 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. •c47°)PRQFc 19575 Ar I, 29/2117 OREGON 1p.` 20.19� ...1RD W.N . Renews 6/30/2019 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oiegon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide tempora (503)581-8787 Ext bracing per BCSI.Unless noted aherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper attached rigid ceiling. Locations shown forfpermanent lateral restraint of webs shall have bracing iinstalled per BCSI sections 63,B7 or B10y as applicable. Appplates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE .4461 Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the NY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or weer pee._ ""TM O PA listing this drawing Indicates acceptance of ro-fessionar engineering responsibility solely or the den shown. The su bd and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. mr 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsLorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:23548/ T24 GABL Cost:R435 JRef: 1W224350004 2185A Qty: 1 FROM: DrwNo: 180.17.0824.16487 Truss Label: CM1G CY / GWH 06/29/2017 46 I 413.15 i TO.14 8'8'15 ta8.3 12'8.3 i 413.15 25•t4 ! 1F1 i 1'11'4 2 i OH 8 Ili � at2 a (a) C Itil A I w113 --6. A "® .4X :1) 82X4 .4X4 ..34j - ..3X4 46.15 4.1.15 4'57 4'8.15 i 58°15 i 1375 'iqy• 44.6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 0.035 L LL VERT : 999 240 VERT(LL): A 1433 /- /19 /- /- /3.9 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.073 L 999 180 J 1433 /- /1559 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.029 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 K Min BrgWidth Req 4.2 psf = - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.240 Bearing A Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.816 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.980 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 0-1805 C-D 0 -915 B-C 0-1112 Lumber Wind Top chord 2x4 DF-L 1800f-1.8E Wind loads and reactions based on MWFRS. Bot chord 2x4 DFL 1800f 1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard:W3,W6,W7 2x6 DF-L Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. 1800f-1.8E: Additional Notes :W8 2x4 DF-L 1800f-1.8E: A-M 1412 0 L-K 848 0 See DWGS A12015ENC101014,GBLLETIN1014,& M-L 1401 0 Bracing GABRST101014 for gable wind bracing (a)Continuous lateral restraint equally spaced on requirements. Maximum Web Forces Per Ply(lbs) member. Brace all exposed vertical surfaces for lateral Webs Tens.Comp. Webs Tens. Comp. wind forces.Anchor the perimeter of exposed M-B 507 0 D-R 0 -1114 Special Loads vertical surfaces using sistered truss or nailer at -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) edge of lower roof diaphragm.All diaphragms, B L 0 -655 R-S 0 -1140 TC-From 67 plf at 0.00 to 67 plf at 13.36 braces,and connections shall be designed by L-N 1119 0 S-K 0 -140.5 BC-From 10 plf at 0.00 to 10 plf at 13.36 the engineer of record. N-D 1194 0 BC- 241 lb Conc.Load at 1.93,3.93,5.93,7.93 9.93,11.93 Plating Notes All plates are 1.5X4 except as noted. �°�E,U PRO. Oft Loading `0 G(NE F ,o Truss designed to support 1-0-0 top chord outlookers to 19575 and cladding load not to exceed 3.00 PSF one face � 9 and 24.0"span opposite face.Top chord may be %, notched 1.5"deep X 3.5" periodically along top ail edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch I.29/2117 in overhang or heel panel. GI OREGON Bottom chord checked for 10.00 psf non-concurrent 9 `en.20 189 bottom chord live load applied per IRC-12 section O N R LDW. 4 Renews 6/3012019 '*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI anc7'SBCA)fr safely practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracinggr BCSI.Unless noted etherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeflly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicab-Ie. Ap Ty plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of 11 W B ildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracingof tru sA al on this drawing or cover pa e• "" O""" listing this drawing,indicates acceptance of rooessonaengineering responsbility solely tor the design shown. The suitgabrlity and use of this awing for any structure is the responsibilit�of the Building Designer per ANSI/TPI I.c.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:wwwaccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEAN:23502 / T9 GABL Cost:R435 JRef:1W224350004 2185A Qty: 1 FROM: DrwNo: 180.17.0822.57310 Truss Label: CS CY / GWH 06/29/2017 7' 14 I. 7' I 7• � 7' F- 3' -1 2'---H =4X4 - (TYP) 12 i 8 0 in i in V 1111111 H syi i ille - c_7=3X4(A1) 14"8 , 14' 1'4"8 14' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.061 J 999 240 B 763 /78 /354 /- /116 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.117 J 999 180 H 763 /78 /354 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.039 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.076 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 H Min BrgWidth Req1.5 TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.256 Bearings B&H Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.554 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.153 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 B-E 144 -761 E-H 145 -761 Lumber Top chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Webs 2x4 DF-L Standard B-H 553 0 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 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Peo Member design based on both MWFRS and C&C. ��'C�¢NG N q�`rSjO 'L Additional Notes 19575 See DWGS A12015ENC101014,GBLLETIN1014,& ' %, GABRST101014 for gable wind bracing requirements. /1111 . ,29/2117 OREGON 9-1 OL20,107 1 Renews 6/30/2019 '"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI anft SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing r SCSI.Unless noted ofherwise,top chord shall have properly attached structural sheathing�1 and bottom chord shall have a propper) attach per id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing instailed per SCSI sections B3,B7 or B10y as app''icable. Apply plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin .Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or over pa AN riw`OMPANY listing this d wingg indicates acceptance of pro7essionar engineering responsibility solely for the fes n shown. The su bil ity and use of tris drawing for any structure is the responsibiity of the Building Designer per ANSI/TP 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.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sboindustry.com;ICC:www.iccsafe.org I Job Number: 1706155BDC Ply: 1 SEAN:23466/ T2 COMN Cust:R435 JRef: 1W224350004 2185A Qty: 2 FROM: DrwNo: 180.17.0823.00507 Truss Label: D CY / GWH 06/29/2017 6'6" 13 1 -1 6'6" 6,6" H 1114XX5 II 12 8 v A - .414 111 D 3X4(81) III 1.5X4 =3X4(61) 6'6" 6'6" k 6'6" 13, A Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in lac L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 :VERT LL 0.004 D 999 240 VERT(LL): A 564 /19 /258 /- /73 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used :VERT TL 0.009 D 999 180 Risk Category: VERT(TL): C 564 /19 /258 1_ /- 15.5 BCDL: 10.009 ry:II Snow Duration:1.15 HORZ(LL): 0.004 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.008 D - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:20.62 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 s Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.321 Bearings A&C Fc perp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.255 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.118 Members not listed have forces less than 375# FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 99 -670 B-C 99 -670 Lumber Top chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f 1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard A-D 470 -12 D-C 470 -12 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. , 4iLe0 PROpk. 0�5 �G 1 N FF.Q -,02 19575 9 cis, 1. 29/2117 OREGON t 14` 90 in.20,1 . 0L NOP W"1r Renews 6/30/2019 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component SafetyInformation,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinfg insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates 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 Buildin�gg.�Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µR Y truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e, listing this drawing indicates acceptance of proessional engineering responsibility solely for the design shown. The suitability and use of this cawing for any structure is tiise responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbclndustry.com;ICC:www.ic safe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:23478/ T1 COMN Cust:R435 JRef: 1W224350004 2185A Qty: 1 FROM: DrwNo: 180.17.0823.17967 Truss Label: DG CY / GWH 06/29/2017 36"366 I " 95"13 13 f 3'6"3 2'11"13 2'11"13 3'6"3 5X7 C ib 12 8 V %1.85X4 ///1.5X4 D in �� v AhlkhII L E G F C 4X7(B3) 1114X8 1114X8 =4X7(83) 4'6"2 311"12 4'6"2 1 48.2 8'5"14 -I- 13' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT LL: 0.053 G 999 240 BCLL: 0.00 Enclosure:Closed ( ) A 3046 /176 /- /- /- /5.5 Lu: - Cs:not used VERT(TL): 0.105 G 999 180 E 2412 1137 /- I- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.039 B - - A Min Brg Width Req= 3.2 NCBCLL:10.00 Mean Height 20.62 ft Code!Misc Criteria CreepFactor:1.5 E Min BrgWidth Re 2.6 TCDL:4.2 psfq= Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.240 Bearings A&E Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.683 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.850 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)!5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 221 -3462 C-D 194 -3324 Lumber B-C 200-3376 D-E 216 -3414 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x6 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. Special Loads A-G 2835 -173 F-E 2785 -168 G-F 1976 -118 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 67 plf at 0.00 to 67 plf at 6.50 TC-From 67 plf at 6.50 to 67 plf at 13.00 Maximum Web Forces Per Ply(lbs) BC-From 10 plf at 0.00 to 10 plf at 10.56 Webs Tens.Comp. Webs Tens. Comp. BC-From 20 plf at 10.56 to 20 plf at 13.00 G-C 1924 -88 C-F 1825 -77 BC- 739 lb Conc.Load at 0.56,2.56,4.56,6.56 8.56,10.56 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. _so PRop.. 4oGiNe . 0, 19575 '7 - i /r I 1$29/2117 OREGON "9,p°L D, 'W. r Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI anb SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary ( )581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerl attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinggj�rnst fled per BCI sections B3,B7 or B10Y as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALP IN E Alpine,a division of ITW Buildin g.Compon nts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing,of trussesA seal on this drawing or cover pa listing this drawing,indicates acceptance of promessnar engineering responsibility solely for the design design 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:W WW.tptnst.org;SBCA wwwsbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEAN:23468/ T4 GABL Cost:R435 JRef: 1W224350004 2185A Qty: 1 FROM: DrwNo: 180.17.0823.27943 Truss Label: DGE CY / GWH 06/29/2017 6'6" 13' 6'6" 6'6 2.6' I 2'--I --=4X4 4 (TYP) 12 8 'v i A'� G _ f r r i i i` immime 3X4(B1) -3X4(61) 1 13' 1 13' 13' Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.001 E 999 240 A 133 /_ /79 /- /82 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 E 999 180 G* 86 /11 /38 /- /- /150 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.001 F - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:20.62 ft Code/Misc Criteria CreepFactor:1.5 A Min BrgWidth Req - TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.051 Bearings A&A Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.029 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind �¢,6,Q PRQFF- Member design based on both MWFRS and C&C. '� S Additional Notes 19575 See DWGS A12030ENC101014,GBLLETIN1014,& �/ GABRST101014 for gable wind bracing requirements. /- 1. 29/2117 OREGON 9R0L D W. Renews 613 012 01 9 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Watlace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)fr safely practices prior to performing these functions. Installers shall provide teporar (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prone attached nngqid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinc�Inssalled per BCI sections B3,B7 or B10' as applicable. Apply plates to each face of truss and position as shown above and on the Joint:Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page "" C0 APANV listing this drawing,indicates acceptance of ro7essionat engineering responsibility solely for the design shotnirt. The suitability and use of this rawing for any structure is Me responsibilit�of the Building Designer perANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;Sack www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:23538 / T21 MONO Cost:R435 JRet 1W224350004 2185A Qty: 2 FROM: DrwNo: 180.17.0823.32133 Truss Label: J CY / GWH 06/29/2017 210" I3' 2'10" 2 1111.5X4D C 12 8N 'v (V th B (h C.) 4.7 0-11111.11111.11111111116 .__L ►--� FE A III 1.5X4 3X4(A1) H---1,4"8 2'10" 1 2'10" �H 3 Loading Criteria oast) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL):NA B 258 /- /132 /- /48 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 101 /5 /56 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.001 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.107 Bearing B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.040 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.018 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. � 16.0 PRop G,5 x.%GINe. NI 41 19575 y (- i /r I. 9/2117 OREGON Renews 6/30/2019 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCS!.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a proppeefl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10y as applicable. Applylates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_qComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page " "4CONp"" listing this drawing indicates acceptance of proiessiona�engineering responsibility solely for the design shown. The suitgability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 .2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindusiry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:23540/ T17 MONO Cust:R435 JRef:1W224350004 2185A Qty: 2 FROM: DrwNo: 180.17.0823.35523 Truss Label: JA CY / GWH 06/29/2017 210" 13' 2'10" 2 III 1.5X4 BC 12 8 i N 'v (V A • 41 _L Will—i.111.11111111111111.M ►�—� ED 1111.5X4 3X4(A1) 2'10" 2'10" H A 3!" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL):NA TL:NA A 1291 /- /63 /- /3- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT Risk Category: ( ) D 131 /10 /73 /- / /- BCDL: 10.00 II Snow Duration:1.15 HORZ(LL): 0.001 E - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.002 E - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.070 Bearing A Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.045 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.023 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. .(44 PROFE`S'S 0 �5 NAG 11%1E-4. �0 19575 '17 /s i r t, 9/2117 OREGON *9-LOLD.W. Renews 6/30/2019 .I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and fellow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,b TPI anr7 SBCA)fr safety practices prior to performing these functions. Installers shall ILTreivide temporary (503)581-8787 Ext bracing er SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have properly attach I naid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B, or B10 /11116 as app ice e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to' drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc,shall not be responsible for any deviation from this drawing,any failure to build the �nwc truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of tnissesA seal on this drawing or cover page listingthis drawing,indicates acceptance of ro ssiona engineeringresponsibility solely for the design shown. The suiFabil and se of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see the job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:23536/ T19 MONO Cost:R435 JRef: 1W224350004 2185A Qty: 6 FROM: DrwNo: 180.17.0823.46750 Truss Label: M CY / GWH 06/29/2017 2" 52'8 54'8 5'0"8 1111.5X4 Co 12 dH HG F E 1111.5X4 1114X5 5'0"8 Al 578 IA f 14"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:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL):-0.006 A 297 240 H 241 /- /153 /- /63 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.014 A 141 180 E 226 /88 /14.4 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 C - - Wind reactions based on MWFRS 42.00 EXP:B Des Ld: HORZ(TL):0.018 C - - H Min Brg Width Req= Des d: :10.00 Mean Height:16.66 ft Code!Misc Criteria CreepFactor:1.5 F Min BrgWidth Req 4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.345 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2007 Max BC CSI: 0.211 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:0.104 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard:W3 2x4 DF-L 1800f-1.8E: Bracing (a)Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. End verticals not exposed to wind pressure. PROFS A,Ck€ ,%., Op aG 1 N EF �O 19575 41 7 I/► %' I. 9/2117 OREGON in v 9RDL D W.' Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing r BCSI.Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper! attached ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingq�installed per BCSI sections B3,B7 or B10Y as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160 -Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover ""n"COMPANY listing this drawing indicates acceptance of o essionaengineering responsibility solely for the design shovdn. The su bility and use of this drawing for any sructure is tte responsibie(it of the Building Designer per ANSIRPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpinettw.com;TPI:www.tpinstorg;SBCA:www.sbdndustry.corn;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:5760 / T18 GABL Cust:R435 JRef:1W224350004 2185A Qty: 1 FROM: DrwNo: 180.17.0845.37087 Truss Label: MIGE CY / GWH 06/29/17 711.13g 5 13'4' t 711'13 '51 41r11 I-2,3-72'-! I r I rrvr) H1 � w4,.. m4/;>10,74,12 , ' J 1) O N K N.ax12r") 1 13B' A 711'13 416'11 T11-13 Ig 5 174' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.002 F 999 240 Enclosure:Closed A. 99 /- /52 /- /- /95.8 BCLL: 0.00 Lu: - Cs:not used VERT(TL): 0.003 F 999 180 N* 110 /21 /52 /- /- /60.7 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.004 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.009 L - - A Min Brg Width Req= - NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 N Min Brg Width Req= - TCDL:4.2 psf s rigid 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.069 Bearings A&N are a surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.055 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.226 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00.0315.15 Lumber Additional Notes Top chord 2x4 DF-L 1800f-1.8E See DWGS A12015ENC101014,GBLLETIN1014,& Bot chord 2x4 DF-L 1800f-1.8E GABRST101014 for gable wind bracing Webs 2x4 DF-L Standard:W2 2x6 DF-L 1800f-1.8E: requirements. :W4,M5 2x4 DF-L 1800f-1.8E: Bracing (a)Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face. Top chord may be ' PROF S notched 1.5"deep X 3.5" periodically along top '� 'V edge.DO NOT OVERCUT.No knots or other lumber •"J 1 1NFF O defects allowed within 12"of notches.Do not notch 19575 y in overhang or heel panel. f Bottom chord checked for 10.00 psf non-concurrent /1 bottom chord live load applied per IRC-12 section /' i 301.5. I, 29/2117 OREGON Wind Member design based on both MWFRS and C&C. 1 VS^.20,19e�' '4* Right end vertical not exposed to wind pressure. RSL s W W.ON' Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT'' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Buildin Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporar ( +)�187s7 Ext bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a props y attached rigid ceiling. Locations shown forpermanentlateral restraint of webs shall have bracin nsalled per BCI sections B3,B7 or B10, ..41164 as applicable. Ap y plates to each face o truss and position as shown above and on the JoinTDetails, unless noted otherwise. Defer to drawings 160A-Z floor standard plate positions. ALPINE Alpine,a division of ITW Buildin q,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITP1 1,or for handling,shipping,installation and braci ng of trussesA seal on this drawing or cover pa e listing this drawing,indicates acceptance of proiessionaf engineering responsibility solely for the desi n shown. The suit-abili and use of this awing for any structure is the responsibility of the Building Designer per ANSIITP11 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:we SBCA:www.sbdndustry.com;ICC:www.iccsare.org Sacramento,CA 95828 Job Number: 1706155BDC Ply: 1 SEQN:23500 / T8 GABL Cost:R435 JRef:1W224350004 2185A Qty: 1 FROM: DrwNo: 180.17.0824.29557 Truss Label: M2GE CY / GWH 06/29/2017 133• }�'4re 137 �� F 1.418—I-2--i A Al dililL 3XNe1) I Ire I 133'133' II%'�IreI Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:H PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.002 G 999 240 J. 100 /8 /48 /- /18 /160 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.003 G 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.003 G - - A Min Brg Width Req= Des Ld: 42.00P'B HORZ TL:-0.005 G - - Bearing Mean Height:15.00 ft ( ) A Fc Pere=625psi. NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max IC CSI: 0.051 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.017 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.156 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard:W1 2x4 DF-L 1800f-1.8E: Bracing (a)Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. P � . .6, ROFS,p_ Bottom chord checked for 10.00 psf non-concurrent 'tl� bottom chord live load applied per IRC-12 section i' e4G i N e• O 301.5. 19575 R 7 Wind • %1 Member design based on both MWFRS and C&C. I- r Right end vertical not exposed to wind pressure. I,29/2117 OREGON Additional Notes 9 20 190 Ra ��. See DWGS A12015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing L p w" requirements. Renews 6/30/2019 *'WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,ingtalling and bracing. Refer to and follow the latest edition of BCSI(Building DayOR 97114 Component S fety Information,by TPI and SBCA)fsafety actices priorton to performing these functions. Installers shall provide tempora (503)581.8787 Ext bracing r BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erl attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingjnstalled per BCI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE 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 v COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing orover pageAN listing this drawing indicates acceptance of pro7essIonat engineeringresponsibility solely for the desi'gan shown. The su ' bility and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 c.2. 8351 Rovana Circle Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:wwwsbdndustry.com;ICC:www.ictsafe.org Job Number. 1706155BDC Ply: 1 SEQN:23534/ T16 GABL Cust:R435 JRef: 1W224350004 2185A Qty: 1 FROM: DrwNo: 180.17.0824.39270 Truss Label: MGE CY / GWH 06/29/2017 I13'4- .8. 13'4' [1---PIPi Y--i (TYP) H1 AiIIwu : I 13'9' 1 I 13'.41 13'41 1191 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.001 F 999 240 A* 105 /- /51 /- /48 /60.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.003 F 999 180 J* 97 /18 /47 /- /- /102 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.004 F - - A Min Brg Width Req= - NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 P Min BrgWidth Req - TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.060 Bearings A&P Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.033 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.130 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard:W1,M6 2x4 DF-L 1800f-1.8E: Bracing (a)Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch ��$D PROP . in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent �y �G t M e• �O botto chord live load applied per IRC-12 section G 19575 R y 1 Wind �- .....„ Member design based on both MWFRS and C&C. 1. 9/2117 Right end vertical not exposed to wind pressure. OREGON as v See AdditionalDWGS A12015ENC101014,GBLLETIN1014,& 9R OL20, 'W W. r GABRST101014 for gable wind bracing requirements. Renews 6/30/2019 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipppin installing and bracing. Refer to and follow the latest edition of SCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for sarety practices prior to performing these functions. Installers shall.provide temporary (503)581-8787 Ext bracingper BCSI.Unless noted o7herwise,top chord shall have properly attached structural sheathin and bottom chord stlall have a proper) attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing insg�,Iled per BCSI sections B3,B7 or 61u as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for sandard plate positions. A LPI NJ E Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TR1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page "" "` `"" listing this drawing indicates acceptance of prolesslonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Buildifig Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alp neitw.cwn;TPC www.tpinsLorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828