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Plans (7) RECEIVED DEC 2 0 2018Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 iCITY OF TIC C6AR ALPINE' Phone:(800)877-3678(916)387-0116 87-1110 BUILDING DIVISION Fax:sals itwbcg.c sacseals@itwbcg.com Site Information: Customer:• Truss Components of Oregon,Inc. Job Number: 0218123 JoWescription: Mascord 2221 OA Bin heel AP lot 8 Address: VERIFY City,State,Zip: VERIFY,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: 16.01.00.0327.15 JRef#: 1 W 8M71750006 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(psf): 25.00-10.00-0.00- Floor Load(psf): None 7.00 This package contains a job notes page, 60 truss drawings and 3 details. Item Seal# Truss Item Seal# Truss 1 051.18.0948.28953 A 2 051.18.0949.05000 Al 3 051.18.0957.20480 A3 4 051.18.0957.27800 B 5 051.18.0957.30017 81 6 051.18.0957.33963 82 7 051.18.0957.42117 C 8 051.18.0957.46917 Cl 9 051.18.0957.55097 E 10 051.18.0957.56697 El 11 051.18.0957.58687 E2 12 051.18.0958.05570 FG 13 051.18.0958.10010 F 14 051.18.0958.11750 Fl 15 051.18.0958.14637 F2 16 051.18.0958.16240 F3 17 051.18.0958.17960 F4 18 051.18.0958.20450 0 19 051.18.0958.21777 01 20 051.18.0958.37627 02 21 051.18.0958.40353 G 22 051.18.0958.46927 G1 23 051.18.0958.48527 H 24 051.18.0958.50240 H1 25 051.18.0958.53957 H2 26 051.18.0958.58190 M6 27 051.18.0958.59873 M5 28 051.18.0959.01753 M4 29 051.18.0959.04707 M3 30 051.18.0959.06680 M2 31 051.18.0959.08330 M1 32 051.18.0959.10363 M 33 051.18.1010.51390 MG 34 051.18.1010.57417 IG 35 051.18.1011.05377 JG 36 051.18.1013.01977 JG1 37 051.18.1013.08393 J 38 051.18.1013.24783 LG 39 051.18.1015.50040 LG1 40 051.18.1016.09723 DG 41 051.18.1016.11977 D 42 051.18.1016.40300 NG „coo)PROF-,s,s O.. voiNF „ OiiJ Z 19575 7 r OREGON 1,rOt•DW.NSP Renews 6/30/2019 Printed 2/20/2018 11:10:54 AM 02/2012018 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 ALPINE x Phone:(9(800 38)877-3678 )8 7-3 78(916)387-0116 sacseals@itwbcg.com Site Information: Customer. Truss Components of Oregon,Inc. Job Number: 0218123 JobDescription: Mascord 2221 OA Bin heel AP lot 8 Address: VERIFY City,State,Zip: VERIFY,OR Item Seal# Truss Item Seal# Truss 43 051.18.1016.42433 N 44 051.18.1016.43987 N1 45 051.18.1016.45923 N2 46 051.18.1016.47650 N3 47 051.18.1017.07937 N4G 48 051.18.1017.18367 KG 49 051.18.1017.20390 K 50 051.18.1017.31317 FT1 51 051.18.1017.33623 V1 52 051.18.1017.34870 V2 53 051.18.1017.36343 V3 54 051.18.1017.37667 V4 55 051.18.1017.39067 V5 56 050.18.1228.12302 R1 57 051.18.1017.54180 R2 58 051.18.1017.59133 R3 59 051.18.1018.07150 R5 60 051.18.1018.11987 R6 ,eg.9 PRoA-FSS • C? z,0,19575 Fly Oi AP I -./r OREGONGI v 9 ) . SP40LDW Renews 6/30/2019 Panted 2/20/2018 11:10:55 AM 02/20/2018 Job Number: 0218123 Ply: 1 SEQN:184920 /T10 CAJA Gust R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 10 FROM:BB DrwNo: 051.18.0948.28953 Truss Label: A AA / GWH 02/20/2018 12 4 1,---' C '1 Tco B m .111111111111111111111111111 T- -- - ► D III 3X5(G 1) F9 2' n 1'11"4 1'1 1"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 310 /67 /143 /- /25 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA C 9 /11 /12 /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration: EXP.B HORZ(TL):-0.003 C - - Wind reactions based on MWFRS 1.15 HORZ(LL):-0.001 C - - D 23 /10 /18 I- /- /1.5 Des Ld: 42.00 Mean Height:18.64 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.082 Re Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. �'E o PROFFss la tyG t N F� �0 19575 '9 r Si r t-' 20/2 18 OREGON 9Rp�•DW.vi- 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)fr safety practices prior to performing these functions. Installers shall provide temporary (563)357-2118 Ext bracing Per BCSI._Unless noted ottterwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached npid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing inofalled per BCSI sections B3,B7 or B10, .4111111 as ap licable. Applplates to each face ottruss 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 Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Rr,rv,COMPANY ss In conformance with ANSIITP1 1,or for handlin4 shipping,installation and bracing of trussesA seal on this drawing or cover Pa e__ listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitaability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:wwwww .alpineitw.com:TPI:w .tpinst.org;SBCA:wu w.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:184922 /T24 CAJA Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 8 FROM:BB DrwNo: 051.18.0949.05000 Truss Label: Al AA / GWH 02/20/2018 12 C r N— , T i co i 001 ,„- / DX L '4X5(G1) 1'11"4 2' 1'11"4 1'10"15 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Loc R /U /Rw /Rh /RL 1W _ TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 D 999 360 B 343 /64 /149 /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 D 28 /11 /22 /- /- /1.5 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 C - - C 101 /24 /25 /- /- /1.5 Des Ld: 42.00 EXP:B HORZ(TL):-0.002 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:18.97 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:3.0 psf D Min BrgWidth Re Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 q= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.053 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 9_ PROP . O.5 a40ihiEE.. ,OZ 19575 7, /API i 1' 20/2018 OREGON J 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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefl attached rigid ceiling Locations shown for permanent lateral restraint iif webs shall have bracing installed per BCSI sections B3,B7 or B10Y as applicable. Apply plates to each face,oftruss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. ALPINE 111 Alpine,a division of 1TW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawinq anyv failure to build the Nro COWANY bliss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drowirig or cover page listing this drawing,indicates acceptance of pro0essionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEQN:164924 /T3 CAJA Cost:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0957.20480 Truss Label: A3 AA / GWH 02/20/2018 12 4 B LA -�� .%/ C III 3X5(G1) 1'11"4 I® 1'11"4 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# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA A 79 /11 /36 I- /12 /5.2 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA B 62 /15 /18 I- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration: EXP.B HORZ(TL):0.001 C - - Wind reactions based on MWFRS 1.15 HORZ(LL): 0.000 C - - C 32 /4 /17 /- I- /1.5 Des Ld: 42.00 Mean Height:18.97 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.051 B Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.026 C Min Brg Width Req= - Re Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design- CD0� ‘4GIN N FF ,02 19575 + 7 54, i 1,20/2 18 OREGON i-'CL.20,104%6_Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling.,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by_TPI and'SBCA)fOsafety 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 bracinggi�mstalled per BCSI sections B3,B7 or B10i( Y as applicable. APPY plates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. rtefer to ALP 1 NE E drawings 160A-Z forstandard 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 ,Nr n,cauenNY truss in conformance with ANSI/I-PI 1,or for handling,shipping,installatldn and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prooessronaf 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 ANSUTPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE: ww.alpineitw.com;TPI:www.tpinst.org;SBCA:wawi.sbcindustry.com;ICC:www.iccsate.org w Job Number: 0218123 Ply: 1 SEON:164926 /T27 CAJA Cost:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 4 FROM:BB DrwNo: 051.18.0957.27800 Truss Label: B AA / GWH 02/20/2018 1'10"3 1'10"3 12 4 C co B - tioi D I113X5(G 1) 1 511"4 H 2' { 5'11"4 H H . 5'11"4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 D 999 360 B 315 /73 /- /- /- /5.5 BOLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 C 45 /6 /- /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - D 84 /6 I- /- I- /- Des Ld: 42.00 EXP.B HORZ(TL):0.005 C - - Wind reactions based on MWFRS Mean Height:18.64 ft NCBCLL:10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.384 C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std:2007 Max BC CSI: 0.222 D Min Brg Width Req= - Factors Used:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Loc.from endwall:Any FT/RT:2(0y4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at -2.00 to 71 plf at 1.85 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 plf at 5.94 BC: 23 lb Conc.Load at 2.00 BC: 28 lb Conc.Load at 4.00 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. ��ite. PROPS, cP 1 GIN E ,/.. is 19575 �r /- i I•20/2 18 OREGON 9,Qoi.o W e r 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 C357 21 OR 97113 Component Safety Information,by TPI and'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporarryY (503)357-2118 Ext bracin per BCLUnless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prooePl attached rigqid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI 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 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 Miss in conformance with ANSIii PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.- listing this drawing,indicates acceptance of praessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE'www.alpineitw.com;TPI:www.Ipmst.or,SBCA:wwwsbcind g ustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEON:164928 /T21 CAJA Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 4 FROM:BB DrwNo: 051.18.0957.30017 Truss Label: B1 AA / OWN 02/20/2018 3'10"3 H 3'10"3 12 C I 4 - rj co ..- B ih N A I /XX 3y8 D 1113X5(G1) r —5'11"4 i 2' { 5'11"4 H 5'11"4 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 Udell U# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 D 999 360 B 365 /65 /175 /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 C 108 /26 /34 /- /- /1.5 BCDL: 7.00 Risk Category:H Snow Duration:1.15 HORZ(LL): 0.002 C - - D 88 /10 /49 /- /- /- Des Ld: 42.00 EXP.B HORZ(TL):0.008 C - - Wind reactions based on MWFRS Mean Height:18.97 ft NCBCLL:10.00 TCDL:3-0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 C Min Brg Width Req= - TPI Std:2007 Max BC CSI: 0239 D Min Brg Width Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT2(0)14(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16-01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 4;vEO PROFESS „.0 1yG t N t ' /o 19575 '17 I 20/2118 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.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 safe y practices priortemporary (503)to prforming these functions. Installers shall provide tempora503)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 seilingp Locations shown for permanent lateral restrnt Of webs shall have bracing insalled per BCSI sections B3,87 or B10y �\ as ap livable A Ty lates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Zpfoor standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN wr COM,ANY truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trussesA seal on this drrwing or cover page listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is fhe responsibility of the Building Designer per ANSIITPI I Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.aip�ceitw.com;TPI:www.tpinst.org;SOCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEQN:164930 /T25 EJAC Cost:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 30 FROM:BB DrwNo: 051.18.0957.33963 Truss Label: B2 AA / GWH 02/20/2018 1111.5X4 C 12 j' 4 n ;- 0.1 A raoi D 1II4X5(G1) H3X5 5'11"4 2' > * 5'11"4 5'11"4 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 L/# Loc R /U 1 Rw /Rh /RL /W __ TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 429 /72 /194 /- /53 15.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 227 /54 /99 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 D - - Wind reactions based on MWFRS Des Ld 42.00 EXP:B HORZ(TL):0.012 D - - B Min Brg Width Req= 1.5 Mean Height:19.32 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.468 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.251 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.410 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. d' PROF�`r Gi1VE.� i0 19575 9 20/2118 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 handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI end'SBCA)fibr safetty practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.-Unless noted ottnerwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attach rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apppv plates to each face-of truss and position as shown above and on the Joint-Details, unless noted otherwise. (lefer to ALPINE',LP NE drawings 160A-Z fbtystandard plate positions. Alpine,a division of ITBuildingComponents Group Inc.shall not be res sible for any deviation from this drawing'any failure to build the A" wca wNv trtass in W conformance with ANSIITPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawihhg or cover page listing this drawing,indicates acceptance of prdfessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 P tP 9 For more information see this lob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.or;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEON:164932 /T12 CAJA Cost:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 2 FROM:BB OrwNo: 051.18.0957.42117 Truss Label: C AA / GWH 02/20/2018 1'10"3 1'10"3 12 4 T ►:� 1 _ i%/ "n III 3X5(G 1) 3'11"4 2' I 3'11"4 3'11"4 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 LJdefl LJ# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 D 999 360 B 321 /70 /- I- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 C 16 /3 /- /- J- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - D 56 I- /0 I- /- I- EXP:B Des Ld: 42.00 Mean Height:18.64 ft HORZ(TL):-0.003 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.384 C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.135 D Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FTJRT:2(0)14(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver 16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at -2.00 to 71 plf at 1.85 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 14 plf at 0.00 to 14 plf at 3.94 BC: 23 lb Conc.Load at 2.00 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. �EO PROpp, �� 19575 p r /' 20/2118 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.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,byTPI and'SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext brawng per BCSI..Unless noted Otherwise,t chord shall have roper) attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracingg insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each faceo truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alppine,a division of ITW Buildinq Components Group Inc.shall not be responsible for any deviation from this drawingg,,any failure to build the <N W COMPANY tniss in conformance with ANSIIPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa ge listing this drawing,indicates acceptance of prooessionaf engineering responsibility solely for the desi n shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.or;SBCA:www.sbcindus Sacramento,CA 95828 P/ tP 9 try.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEQN:164934 /T11 EJAC Cast:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 3 FROM:BB DrwNo: 051.18.0957.46917 Truss Label: Cl AA / GWH 02/20/2018 I111.5XC4 12 4 %'�f • /// I .,.._ ,N T B r M .-- CV Zoi A ..... il i I ►y�1 ►;. D 1111.5X4 1114X5(G1) - 3'11"4 A 3'11"4 2' 3,11"4 Loading Criteria(psi) 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# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 356 /63 /162 /- /39 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 129 /32 /60 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.002 D - - B Min Brg Width Req= 1.5 Mean Height:18.99 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - TCDL:3.0 psf Bearing B is rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 9 a 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.104 RepFactors Used:Yes Max Web CSI:0.123 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT2(0)14(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF StdlStud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. �44p PRop 0`5 to1Nq,. 13 • 19575 9 I �r drAt r ',2012118 OREGON 9Rp� 20, 9 ' Renews 600/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,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 anr7SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext brach SCSI._Unless noted oTherwise,top chord shall have properly rly attached structural sheathing and bottom chord shall have a prop fl attached ceiling Locations shown for permanent lateral repstraiint Of webs shall have bracing installed per BCSI sections B3,B7 or 81V, as applicable. Apply plates to each face_oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALP N E 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 drawinganyv failure to build the AN,-p,comPANY truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracinclof trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessronaf engineering responsibility solely for the desi n shown. The suitability . and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2 . 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustty.com;ICC.www.iccsafe.org Job Number: 0218123 Ply: 1 SEQN:164936 /T52 CAJA Gust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 2 FROM:BB DrwNo: 051.18.0957.55097 Truss Label: E AA / GWH 02/20/2018 1'10"3 1'10"3 12 4 L_,---- C cfl B I 1 <- c°° i. A X <- `--- - D I 1113X5(G1) H 2' 5'6" 5'6" 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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R I U /Rw /Rh I RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 D 999 360 B 315 /60 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 C 37 /5 /- I- I- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - D 78 /7 /- /- /- /1.5 Des Ld: 42.00 EXP.B HORZ(TL):0.004 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.384 C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.188 D Min Brg Width Req= - RepFactors Used:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FTIRT2(0y4(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at -2.00 to 71 plf at 1.85 BC:From 4 plf at -2.00 to 4 p11 at 0.00 BC:From 7 plf at 0.00 to 7 plf at 5.50 BC: 23 lb Conc.Load at 2.00 BC: 28 lb Conc.Load at 4.00 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. ��QE©PRO, . p?% 19575 �� -10 Si, ' - I'2012118 0 OREGON Renews 530/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)fr safety practices prior to performing these functions. Installers shall provide tempora (503)357-2118 Ext bracinci per BCS!..Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefl attached ngid ceiling Locations shown for permanent lateral restraint 8f webs shall have bracin installed per BCSI sections B3,B7 or 1310, /1111111 , as applicable. Appply plates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z fbr standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the N Mt/COMPANY miss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.ai Itw.COfrt;TPI:www. mst. Sacramento,CA 95828 pine' tp org;SECA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:184938 /T50 CAJA Cust:R7175 JRef: 1W8M71750008 Mascord 22210A 8in heel AP lot 8 Qty: 2 FROM:BB DrwNo: 051.18.0957.56697 Truss Label: El AA / GWH 02/20/2018 3'10"3 3'10"3 12 C B M All N 1 ' �� D 1.113X5(G1) F 2' 56 5'6" 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:1.1 CAT:II PP Deflection in loc Udell U# Loc R I U I Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 D 999 360 B 362 /52 /186 /- /32 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 C 106 /20 /37 /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 C - - D 82 /8 /45 /- /- /1.5 Des Ld: 42.00 EXP B HORZ(TL):0.006 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Sofi: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.335 C Min Brg Width Req= - BCDL:0.6 psf D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.204 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ��E p PROF�ss & 14Gi N ip2 19575 y �i i �' 1 /2012118 OREGON 9,QO`.Dzo,W a N" Renews 813012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI._Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefl attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,137 or B10' .4164. as applicable. Ap Ty 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 sandard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN Ga COMPAN+ 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 roTessronal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEQN:164941 /T48 CAJA Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0957.58687 Truss Label: E2 AA / GWH 02/20/2018 5.3"7 H 5 3«7 C 12 — 4V N b N g% (V 1114X5(G1) 555'6:66: 2' A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefltCSi Criteria HA Maximum Reactions(lbs] TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lot Udefl U# Loc R I U /Rw /Rh 1 RL 1 W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce 1.2 VERT(LL):NA B 406 !52 1200 I- 140 !5.5 BCLI: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 85 /9 /47 /- !- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 D C 156 !28 /53 /- !- !1.5 Des Ld: 42.00 EXP:B HORZ(TL):0.010 D Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.388 D Min Brg Width Req= - TPI Std:2007 Max BC CSI: 0.224 C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 fl Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 4,,V,Eo PRO,;F&. G�Na O 1:5147:4' 9575 F� �/► I'/20/2t18 OREGON 9,Qo`.20,10�� 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 466 Trusses require extreme care in fabricatingg 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)Mir safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach8d nggid ceilin Locations shown for rmanent lateral restriin of webs shall have bracingp installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face ot�truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to A LPI N E drawings 160A-Z forstandard 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 wceua Nv truss in conformance with ANSI PI 1,or for handlirig1 shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro7esslonaf engineering responsibility solely for the design shown. The suit bility 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.icesafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEAN:164964 I T34 HIP_ Oust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0958.05570 Truss Label: FG AA / GWH 02/20/2018 2'8"9 8'4" 2'8"9 5'7"8 1111.5X4 EF T 2.83 L :3X7 ��i D So III 1.5X4 7'13 A '..--'� ..0111111111 ■ ■ W2 H G Co-- I ■ =4X5 - K IJ I 1115X5(G1) 1111.5X4 3X10= 113X5 i 8'4" i H 2'9"15 2'8"9 2'2"2 3'5"5 2'8"9 I_ 410"11 - 8'4" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R I U I Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.112 I 887 360 B 789 /61 /- /- I- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.141 I 699 240 G 738 /40 /- /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.036 H - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.045 H - - B Min Brg Width Req= 1.5 Mean Height:19.30 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.666 Bearing B is a rigid surface. Load Duration:1-15 MWFRS Parallel Dist:0 to h12 TPI Std:2007 Max BC CSI: 0.814 Spacing: RepFactors Used:Yes Max Web CSI:0.552 Members not listed have forces less than 375# 24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp- GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-C 76-1204 C-D 75 -1176 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(Ibs) • Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp_ Webs2x4 HF Std/Stud:W2 2x6 DF-L SS: B-K 1120 -71 I-H 1928 -121 :Lt Stub Wedge 2x4 HF Std/Stud: K-J 1113 -70 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. 301.5. D-H 123-1961 Wind Wind loads and reactions based on MWFRS. Special loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 0 plf at -2.83 to 71 plf at 0-00 TC:From 2 plf at 0.00 to 2 plf at 8.33 BC:From 0 plf at -2.83 to 4 plf at 0.00 BC:From 2 plf at 0.00 to 2 plf at 8.33 TC: 61 lb Conc.Load at BC: 54 lb Conc.Load at 2.72 4'.°'1) I (��¢ROFcss�O BC: 289 lb Conc.Load at 5.55 � y 19575 �� 9 Ar r I' 20/2118 0 OREGON J 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 and SBCA)For 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 properlyy attached structural sheathing and bottom chord shall have a proR�eerl attached nod ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or t310Y as applicable. Apply plates to each faceof 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 COMPANY' truss in conformance with ANSUI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is gm responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry-can;ICC:www.iccsate.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEAN:164943 1 T33 JACK Gust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0958.10010 Truss Label: F AA / GWH 02/20/2018 12 4 — C FA --1- T B So -F PlM P ,' e- r A ivammiri D III 3X5(G 1) 1'10"3 - f 2r ` 1'1 0"3 1'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.011 C 999 360 B 311 /67 /143 1- /25 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.020 C 999 240 D 24 /20 /29 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:18.64 ft HORZ(TL):0.009 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:3.0 psf Code t Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.102 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:0.000 Loc.from endwall:Any FT/RT2(0)14(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver 16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. (��ep PROpcstS ,.s t\G("FF '41 • 19575 'p it /2012018 OREGON y"POL O W. Renews 6/30/2019 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boa 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building COR 357-2118 OR 97113 Component Safety Information,by TPI anaSBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503) Ext bracing per BCSI._Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper! attached rigpid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10y i as ap Iicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to LPI NE drawihig5 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 FIN COMPANY truss in conformance with ANSIlfPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTessronaf engineering responsibility solely for the des/ n shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSUTPI I 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:wwwiccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEQN:164946 /T28 JACK Cust:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0958.11750 Truss Label: El AA / GWH 02/20/2018 12 4 B Amid ZO r mimap I'' C 1113X5(G1) 1'10"3- j 1'10"3 11003 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA A 79 /10 /35 /- /12 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA C 31 /4 /17 /- /- /- BCDL: 7.00 Risk Category:fl Snow Duration:1.15 HORZ(LL): 0.000 C - - B 61 /15 /17 /- /- /1.5 Des Ld: 42.00 EXP.B HORZ(TL):0.001 C - - Wind reactions based on MWFRS Mean Height:18.97 ft NCBCLL:10.00 TCDL:3.0 psf Code 1 Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.050 C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.024 B Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Bearing A is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Types): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. PRO C, t4GIN . 0 19575 9 r �i4100 I' 20/2118 OREGON 'Tao OC.213, NSP Renews 813012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.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 end'SBCA)fosafe y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing.per Se CSI.Unless noted dtherwise,to chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral retraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppprY plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. iRefer to ALPINE' drawings 160A-Z fel-standard plate positions. Alpine,a division of ITN Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing an failure to build the ss In conformance with ANSIITP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineiw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:164948 /T35 JACK Cust:R7175 JRef: 1W8M71750008 Masc rd 22210A Bin heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0958.14637 Truss Label: F2 AA / GWH 02/20/2018 \\\3X5 4 12 I IMMAI■■ CV IA .-/ n° ip� ►+l FE 3X7 11I 3X5(G1) III 1.5X4 3'10"3 2' " 3'5"8 1i"11 3'5"8 4"1"@11.1 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.001 F 999 360 B 348 /63 /159 /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.002 F 999 240 D 124 131 /54 I- I- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B HORZ(TL):-0.002 C - - B Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:18.97 ft NCBCLL:10.00 Code!Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - TCDL:3.0 psf BearingB is rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.074 RepFactors Used:Yes Max Web CSI:0.220 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FTIRT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Rt Bearing Leg 2x6 HF#2: :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. IkEp PROFESS O�5 401 <0 19575 p t ,s ''. (',20/2118 OREGON 9,QOL.D,WON*Q" • Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components or 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 saferctices prior to perfoing these functions. Installers shall provide teporry (503)357-2116 Ext bracing per BCSI._Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppeefl attached rigid ceiling Locations shown for permanent lateral restraint if webs shall have bracing iinsTalled per BCSI sections B3,B7 or B10y as applicable. Apply plates to each faceof truss and position as shown above and on the JoinfDetails, unless noted otherwise. flefer to ALPINE drawings 160A-Z fir standard plate positions. Alpine,a division of ITW Buildingc1Components Group Inc.,shall not be responsible for any deviation from this drawinil'any failure to build the AN t.*,,QM M1 ss in conformance with ANSI,i PI 1,or for handlingp''shipping,tnstailatin and bracing of frussesA seal on this drawing or cover papane listing this drawing,indicates acceptance of prosessrona, engineerin�gI responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 8351 Rovana Circle For more information see this sgeneral notesand these web sites:ALPINE:www.alpineitw.com;TPI:www. inst.or;SBCA:www.sbcindu Sacramento,CA 95828 lob' page P tp 9 siry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:164951 /T1 JACK Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0958.16240 Truss Label: F3 AA / GWH 02/20/2018 12 \\\3X5 4 1/ T m A 11�� -.l :oA ■ III 3X5(G 1) ED IH 1.5X4 3'10"3 3'5e8 4"11 3'5"8 4"1 '1063 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lot Udefl L/# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed:120 mph Pt:23.1 Ce:1.2 VERT(LL): 0.001 E 999 360 A 157 /24 /70 /- /25 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.002 E 999 240 C 165 /39 /67 /- I- /- BCDL: 7.00 Risk Category:It Snow Duration:1.15 HORZ(LL): 0.001 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.003 B - - A Min Brg Width Req= - Mean Height:19.31 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.130 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.092 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.491 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Rt Bearing Leg 2x6 HF#2: :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. PROFESS ‘,401h1 - ,. 01 h1 - i0 19575 fi"P° V '411.r $ 2012118 OREGON *9 an.20,10'5 Ro WN . °t Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anSBCA )f •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 ngpid ceilingg Locations shown for rmanent lateral restraint Of webs shall have bracingq installed per BCSI sections B3,07 or 610, as ap licable. Ap Ty later to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (2efer to A LPI N E drawiPOs 160A-Z far s�andard plate positions. Alpine a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ,cueanv truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drdiming or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suit-ability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tprust.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:164967 /T20 EJAC Cost:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 3 FROM:BB DrwNo: 051.18.0958.17960 Truss Label: F4 AA / GWH 02/20/2018 III1.5XD4 4 V_ 3X5 •j I C N CV CV t- B - w1 MA Ord tl c l j_ 0D! A -- Zi' I II3X5E ►_. FG I14X5(G1) III 1.5X4 1 5'11"4 1 2' 43 5"8 2'5"12 3'5"8 5'1 1"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.018 F 999 360 B 429 /72 /194 /- /53 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.036 F 999 240 E 227 /53 /98 I- l- I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 E - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:19.32 ft HORZ(TL):0.019 E B Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - TCDL:3.0 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.358 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.162 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:0.364 Loc.from endwall:Any FT/RT:2(0)14(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W1 2x4 HF#2: :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. • -c01.°)PROFESS ��5 aG1NiC�. ,0 19575 I.q �r 1',20121 18 OREGON 9,4OL D W.ON' Renews 613012019 ""WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.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,top chord shall have properly attached structural sheathing and bottom chord shall have a prop�eer! attached ngid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10-,as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z"fbr standard plate positions. Alpine,a division of ITW Building_gComponents Growp Inc.shall not be responsible for any deviation from this drawing drawing,any failure to build the A",,V,, ,,,,wv truss in conformance with ANSIrl-P1 1,or for handling,shipping,installation and bracing of trussesA seal on this draawing or cover pa listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:164969 /146 CAJA Cust:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 2 FROM:BB OrwNo: 051.18.0958.20450 Truss Label: 0 AA / GWH 02/20/2018 1'10"3 1'10"3 12 4 C 4 So ' I Fs- III3X5(G1) 2' 5' Loading Criteria(pat) 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 lot Udefl U# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 D 999 360 B 314 /60 I- /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 C 29 /5 /- /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - D 71 /9 I- 1- 1- /1.5 Des Ld: 42.00 EXP:B HORZ(TL):0.003 C - - Wind reactions based on MWFRS Mean Height 15.00 ft B Min BrgWidth Req= 1.5 NCBCLL:10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:1.5 Soffit. 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.384 C Min Brg Width Req= - BCDL:0.6 psf D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.156 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)14(0) Members not listed have forces less than 375# GCpi:0-18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Special Loads ---(Lumber Dur.Fac.=1.15 I Plate Dur.Fac.=1.15) TC:From 71 plf at -2.00 to 71 plf at 1.85 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 plf at 5.00 BC: 23 lb Conc.Load at 2.00 BC: 28 lb Conc.Load at 4.00 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. �Ep PROF�S11' �� /0 19575 rr I' 20/2118 OREGON , NAP -roLDW Renews 613012019 **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! T uss 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)fgor safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI. y Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper/ attached rigid ceiling Locations shown fforrmanent lateral restraint Of webs shall have bracinginstalled per BCSI sections B3,B7 or B10y as applicable ApppT Yplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. (tefer to A IPL N E drawings 160A-Z for-standard plate positions. Alpine,a division of ITBuilding Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the N nwccr awv truss In W conformance with ANSI, P1 1,or for handling,shipping,installation and bracing clawing of trussesA seal on this wing or cover pa listing this drawing,indicates acceptance of oroTessronaf 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 ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry-mm;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEQN:164971 /T32 CAJA Gust:R7175 JRef: 1W8M71750008 Mascord 22210A Bin heel AP lot 8 Qty: 2 FROM:BB DrwNo: 051.18.0958.21777 Truss Label: 01 AA / GWH 02/2012018 3'10"3 HI 3'10"3 12 C I 41 to -� ih CV D 1113X5(G 1) H 2' I 5, s{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 23.1 Ce:1.2 VERT(LL): 0.000 D 999 360 B 360 /52 /183 /- /32 15.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 C 105 /20 /36 I- I- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - D 74 /8 /41 1- 1- /1.5 Des Ld: 42.00 EXP:B HORZ(TL):0-005 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 C Min Brg Width Req= - TPI Std:2007 Max BC CSI: 0.168 D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0-18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ,..,,c' (7.: PRt?Ir ss C�� II.-- 'G, 19575 S' 7 �, 1, 20/2018 OREGON -gib'-en. WeN1 Renews 6/30/2019 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.,Unless noted Otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properl attached rigid ceiling Locations shown lot permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10Y /1111116.4. as applicable. Appply plates to each faceof truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z fbr standard plate positions. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing an failure to build the PN rc,uu,ury truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing_of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 83511 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitwcom;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEQN:164973 /T45 EJAC Cost:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0958.37627 Truss Label: 02 M / GWH 02/20/2018 1111.5X4 cD 12 4 L v B N ..i... Co .5111111111111111111111111N A IA ism n F E 1111.5X4 1114X5031) i 5' i F2' I 5 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 390 152 /192 /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 186 /35 /90 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 F - - Wind reactions based on MWFRS EXP:B L):0.006 F - - B Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:15.00 ft Creep Factor:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.358 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std:2007 Max BC CSI: 0.169 RepFactors Used:Yes Max Web CSI:0.214 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 fl Loc.from endwall:Any FT/RT2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. ,.,. I es, PROFFss C95 r1G(14E spy 19575 44 7 . r �i I. 20/2(18 OREGON "9R0L ,W 9 NSP Renews 6)30/2019 �* *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forrmanent lateral restraint Of webs shall have bracing installed per BCSI sections 83,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE�"� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawinp,an failure to build the AN rwccuawv truss in conformance with ANSI/ PI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prooessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSINPI 1 Sbc.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: 0218123 Ply: 1 SEON:164981 /T51 CAJA Cush R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB OrwNo: 051.18.0958.40353 Truss Label: G AA I GWH 02/20/2018 1'10"3 1'10"3 12 ¢ 4 A ca B --� ) ti � A 1113X5(G1) 2'6" H 2' - I 2,6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R I U /Rw /Rh !RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 D 999 360 B 309 !56 1 157 /- /21 !5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 C 8 /10 /14 I- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C D 33 18 /21 /- 1- 11.5 EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.003 C Wind reactions based on MWFRS NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 C Min Brg Width Req= - TPI Std:2007 Max BC CSI: 0.080 D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h12 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT2(0)14(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:16.01 OOC.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 44 PROpa, O�5 ,�iG ME-LS QO2 19575 4' 9 all -.700 I> 20/2 18 OREGON Renews 61330//20'S **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components or Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporaryry (503>357-2118 Ext brawnq per BCSI.Unless noted otherwise,top chord shall have roper) attached structural sheathing and bottom chord shall have a pro erl attached rigid ceiling Locations shown for permanent lateral reStr8int of webs shall have bracing installed per BCSI sections B3,B7 or�10y as applicable. AppT Y�plates to each face of truss and position as shown above and on the Joinr Details, unless noted otherwise. itefer to ALPINE drawings 160A-Z tastandard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawino,any failure to build the mrw;ouH. truss in conformance with ANSI!}PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane, listing this drawing indicates acceptance of pro-fessronaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpinehw.com;TPI:www.tpinst.org.SBCA:warw.sbcindustry.com;ICC:wJrv.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEON:164983 /T55 EJAC Cust:R7175 JRef: 1W8M71750008 Mascord 22210A Bin heel AP lot 8 Sty: 3 FROM:BB OrwNo: 051.18.0958.46927 Truss Label: G1 AA / GWH 02/20/2018 12 1111.5X4 4 L CD ___, P T T B U -F A aill, N �_/ III �� - �J pi. F E i III 1.5X4 I13X5(G1) 2'6" _i H2' I 2.6., 2'6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 316 /53 /157 /- /25 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 50 /13 /38 I- /- I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP.B HORZ(TL):-0.003 D - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.076 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.038 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. -S0°)PROFFss �.. _y3trdF .n %� 19575 4) y s #4r I,20/2 18 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 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)for safety practices prior to erforming 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 proppeerl attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10Y /11111111 as ap licable. Apply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawifigs 160A-Z for sandard 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 m rw euaar,e miss in conformance with ANSITTPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drrwir`g or cover page listing this drawing,indicates acceptance of processional 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 ANSUTPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry-con;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:164985 /T59 CAJA Cost:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0958.48527 Truss Label: H AA / GWH 02/20/2018 1'10"3 1'1 0"3 12 4 D C e III3X5(G1) 2' a 3' 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSl Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U I Rw /Rh I RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 D 999 360 B 316 /57 /- I- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 D 999 240 C 11 /2 /- /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - D 41 /2 /- I- I- /1.5 Des Ld: 42.00 EXP_B HORZ(TL):-0.003 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.384 C Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.115 D Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)14(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 :Lt Stub Wedge 2x4 HF Std/Stud: Special Loads ----(Lumber Dur.Fac.=1.151 Plate Dur.Fac.=1.15) TC:From 71 plf at -2.00 to 71 plf at 1.85 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 14 plf at 0.00 to 14 ph at 3.00 BC: 23 lb Conc.Load at 2.00 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. QRop.. e IN k- qy 19575 'fl r � /- I= 20/2018 OREGON 1,QOC 20 19c3t. %kg Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anaSBCA)tisafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext braan�per BCSI._Unless noted 0 erwise,top chord shall have properly attached structural sheathin and bottom chord shall have a progeny attach nggid ceiling Locations shown for permanent lateral restraint of webs shall have bracinoQ�iinstalled per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Componnts Group Inc.shall not be responsible for any deviation from this drawin any failure to build the uv truss in conformance with ANSI/TPI 1,or for handling'shipping,installation and bracing of trussesA seal on this drawing or cover pageAN FIN listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Saec.2. 8351 Rovana Circle For more information see this job'sgeneral notesand these web sites:ALPINE:www.ai meitw.cam;TPI:www. Sacramento,CA 95828 1 page p' tpinst.org;SBCA:www.sbcindushy.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEON:184987 7 T56 EJAC Cost:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 6 FROM:BB DrwNo: 051.18.0958.50240 Truss Label: H1 AA / GWH 02720/2018 1111.5X4 12 CD 4 [7i B ________----- .- r r IIVIIIIMI r FE 1111.5X4 1113X5(G 1) 2 I 3' 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 326 /52 /162 /- /27 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 80 /18 /45 /- /- /- BCDL: 7.00 Risk Category:H Snow Duration:1.15 HORZ(LL):-0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.002 D - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.085 RepFactors Used:Yes Max Web CSI:0.062 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. CR�p PROp., cP S9sNs�, /�ti rr � r/► r, ,/20/2118 0 OREGON v -V 'e•t ID W W. 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.O.Box 468 Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing,per BCSI.Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachbd rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10 . as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwiseRefer to A LP i N E drawings 160A-Z for sandard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN GW COMPANY truss in conformance with ANSItTP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawifg or cover page listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec. 2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry-com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEQN:164989 /T57 EJAC Gust:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 3 FROM:BB DrwNo: 051.18.0958.53957 Truss Label: H2 AA / GWH 02/20/2018 12 i 1.5X4 4 L__--- CD B T ¢ illgi N""P cr, E0 -� FE III 1.5X4 HI 3X5(G1) 1'6" `1 2' .® 1,6" 1'6" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/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 LI# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 317 /61 /158 I- /20 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 8 /39 /25 I- I- I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.002 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - TCDL:3.0 psf Bearing B is rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.335 9 a Load Duration:t15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.083 RepFactors Used:Yes Max Web CSI:0.025 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ��RO PROFESS (f ‘,1,01N,q. CI 19575 �� p �r I' 20/2118 OREGON 9R . , - �OLDWN Renews 830(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 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)fir safety practices prior to performing these functions. Installers shall provide tempora (503)357-2118 EM brawn r BCSI._Unless noted oTherwise,top chord shall have properly attached structural sheathin9 and bottom chord shall have a propefl attach a id ceiling Locations shown for permanent lateral restraint of webs shall have bracinggi�insTalled per BCSI sections B3,B7 or B10y 4164 as applicable Apply plates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the Meaw+ truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pageAN listing this drawing,indicates acceptance of pro-fesslonaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2 . 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.al meitw.com;TPI:www. cost. Sacramento,CA 95828 P W org;SBCA:www.sbcindusiry.com;ICC:www.iccsare.org Job Number: 0218123 Ply: 1 SEQN:164998 /T2 COMN Cust:R7175 JRef:1W8M71750008 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0958.58190 Truss Label: M6 AA / GWH 02/20/2018 56" 11' 166" 22' 26'9'8 S'6' I 5'6' 'I- 5'6" - 5'6" I 4'9"8 'I =4X5 E L� 12 ,3X5 84X5 4 p 0 i F %a 1.5X4irr III 1.5G H io C .(a) T ,3X5 co m A iI CV L 1 1e. ' Y „ 1 5X5(E1) =3XM 5 `3X7 82 J III4X8 =4X5 A 26'9'8 i 83" I 8'3" 103'8 8'3" 16'6" 26'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.127 M 999 360 A 1136 /245 /478 /- /57 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.261 M 999 240 I 1143 /251 /480 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.042 J - - Wind reactions based on MWFRS Des Ld 42.00 EXP:B HORZ(TL):0.086 J - - A Min Brg Width Req= - Mean Height:21.42 ft NCBCLL:10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:1.5 I Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.447 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.709 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI:0.795 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): _ A-B 1000-2569 D-E 596 -1401 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C_0327.15 B-C 965-2522 E-F 606 -1400 Lumber C-D 877-2236 Top chord 2x4 HF#2 Bot chord 2x4 HF#2:B2 2x4 DF-L#1&Bet.: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' A-M 2354 -928 L-K 1865 720 Bracing M-L 1865 -720 K-J 1104 -432 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading D-K 309 -823 F-J 560 -1434 Bottom chord checked for 10.00 psf non-concurrent E-K 459 -192 bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. .e_eo PROP - ,._ ky \AG 1 S E.. ... „.0 19575 7 r. 1,/20/2018 OREGON yOs -' t 0 0''' Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.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 anaSBCA)fo'r 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 attach8d rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracinq_msralled per BCSI sections B3,B7 or B10, /414 as applicable. App' 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 fbrystandard plate positions. Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the AN rw COMPANY truss in conformance with ANSIITPb 1,or for handtinq shipping,Installation and bracing of trussesA seal on this drawing or cover pa e_ listing this drawing,indicates acceptance of professional engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEAN:185000 /T36 COMN Cost:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB OrwNo: 051.18.0958.59873 Truss Label: M5 AA / GWH 02/20/2018 5'6" 11' 16'6" 21'6" 26'9'8 I' 5'6" 5.6. 5'6" I' 5' - 5'3"8 =4X8 E 12 4 23X5 1111.5X4 L O iq 1.5X4 4XieNN G H (1, C I .`. T 7 3X5 A�'9 Ji -2111J we 1113X7 =5X5(E1) 0 KL =3X5 =3X5 =5X7 =6)00 III].5X4 j 26x"8 8'3" 87 5' 5'3"8 8'3" I 16.6" 219" 26'9"8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh t RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.133 D 999 360 A 1136 /245 /478 /- /57 I- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.274 D 999 240 I 1143 /250 /479 /- /- /- BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.038 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.078 J - - A Min Brg Width Req= - Mean Height:21.42 ft I Min BrgWidth Re = - NCBCLL:10.00 TCDL:3.0 psf Code 1 Misc Criteria Creep Factor:1.5 q Bldg Code: IRC 2012 Max TC CSI: 0.451 Soffit: 2.00 BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.732 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:0.807 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)14(0) Chords Tens.Comp. Chords Tens- Comp. GCpi:0.18 Plate Type(s): A-B 1001 -2572 D-E 592 -1388 Wind Duration:1.60 WAVE VIEW Ver.16.01.00C.0327.15 B-C 965-2526 E-F 703 -1587 Lumber C-D 878-2242 F-G 643 -1598 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' A-0 2357 -928 N-M 1864 -720 Loading O-N 1864 -720 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Plylbs bottom chord live load applied per IRC-12 section ( ) 301.5. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. 0-D 400 -156 M-K 1208 -446 Wind D-M 314 -835 K-F 184 -489 E-M 405 -137 K-G 1511 -578 Wind loads based on MWFRS with additional C&C E-K 420 -137 G-J 474 -1103 member design. Right end vertical not exposed to wind pressure. RED PROFESS 5NAG!N l�t� �o 19575 9 r %r *- ter f 20/2118 OREGON 9RoL.OWa%"' Renews 6/30r2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components or Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building C 357 21 OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI..Unless noted otherwise,to chord shall have properly attached structural sheathing and bottom chord shall have a properly attach rigid ceihn Locations shown for ermanent lateral retraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, as a,pplicabbe. A yy plates to each face o permanent and position as shown above and on the JoincDetails, unless noted otherwise. (efer to ALPINE drawings 160A-Zf rstandard plate positions. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN RW COMPANY truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTesslonaT engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpinettw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEON:165004 /TS COMN Cost:R7175 JRef:1W8M71750006 Mascord 22210A 8m heel AP lot 8 Qty: 1 FROM:88 DrwNo: 051.18.0959.01753 Truss Label: M4 M I GWH 02/20/2018 5'3"12 1078 15'11"4 17'0"12 21'6" 26'9"8 5.3.12 5'3"12 — —5'3"12 '1'1' 4'5"4 5'3.8 'I =4X12 =4X5 E F 12 63X5 1111.5X4 4 V- D gg 1.5X4 / 8 C a3X5 i 0 N PAN 1 =5X•7) Q P O o-M 1113X7 03X5 =3X5 =3X5 06X8 0H0514 1111.5X4 26'9"8 j T77"10 T11"10 t'1" 4'5"4 5'3"8 \\\IIIP------ Tit"10 15'11°4 1T0�12 21'6" 265"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:1.1 CAT:II PP Deflection in lot Udefl L/# Loc R 1 U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.170 D 999 360 A 1259 1243 /477 /- /55 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.314 D 999 240 J 1350 1249 /479 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.048 K Wind reactions based on MWFRS Des Ld: 42.00 EXP-B HORZ(TL):0.088 K A Min Brg Width Req= - Mean Height:21.32 ft NCBCLL:10.00 TCDL:3.0 psf Code/?disc Criteria Creep Factor:1.5 J Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.528 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.686 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 fl Rep Factors Used:Yes Max Web CSI:0.903 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FTIRT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 996-2931 E-F 580 -1446 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.15 B-C 959-2887 F-G 697 -1858 Lumber C-D 876-2614 G-H 638 -1879 Top chord 2x4 HF#2 D-E 621 -1720 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. Loading A-Q 2696 -923 P-O 2221 -733 Bottom chord checked for 10.00 psf non-concurrent O-P 2221 -733 O-N 1530 494 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Pty(lbs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. D O 289 -833 N-L 1408 -443 Purlins O-E 584 -193 L-G 182 -475 In lieu of structural panels use purlins to brace all flat E-N 174 -477 L-H 1772 574 TC©24"oc. F-L 423 -145 H-K 470 -1309 Wind Wind loads based on MWFRS with additional C&C member design. EO PROF Right end vertical not exposed to wind pressure. .(�� `St4 C9y aGl(VFfi� 'GZ 19575 �r ,/20/2118 ►n OREGON 9,PO�p10% -• • Renews 6/30/2019 "*WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Componentsororegon,Inc. '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handl'n ship ing,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anc7SBCA)fir'safe y practices prior to performing these functions. Installers shall provide temporary tso3>357-2118 Ext brawnqpe r BCSI._Unless noted oUlerwise,top chord shall have pro. rly attached structural sheathin9 and bottom chord shall have a properl attachL rigid ceiling Locations shown for permanent lateral restr lint of •webs shall have bracingq��InsTalled per BCSI sections B3,87 or H10y 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 1 60A-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 N co wnr truss in conformance with ANSI71-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the des'Wn shown. The suitabilityg8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. mst or.SBCA'wwwsbcintlus Sacramento,CA 95828 Ptp' g' try.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:165009 /T39 COMN Gust R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0959.04707 Truss Label: M3 AA / GWH 02/20/2018 6'17"10 13'11"4 191r12 22'10"10 _ 26'9"8 H 6'11"10 -I 6'11"10 I• 5'1"8 3I '9"14 3'10'14 =5X5 -4X5 D E Tt2 Z is �, 'x4X5 4 F 03X5 T1 .avir . ��' NIN GH i `'I T 3X85 �� (a) o CSIA =ice - 1 J- NN I U N. 4X8 7e1 J 5X7(E1) Q P 0 M N L K L e3X5 6X8= =5X7 26'9"8 j 6'11"10 _I 6'11"10 55" 21"121 53"811' H 6'11"10 13'11"4 19'4"4 21'6 26'9"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 hoc Udefl L!# Loc R I U /Rw /Rh I RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.140 C 999 360 A 1213 /240 /479 I- /49 !- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.273 C 999 240 I 1221 /246 /477 /- /- /- BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.051 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.099 J - - A Min Big Width Req= - I Min Br Width R NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 9 eq= - Soffit: ZOO BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.968 TPI Std:2007 Max BC CSI: 0.648 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.980 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) — GCpi:0-18 Plate Type(s): A-B 1007-2733 D-E 635 -1480 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-C 916-2689 E-F 649 -1624 Lumber C-D 689-1803 Top chord 2x4 HF#2:T1 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' A-Q 2502 -891 M-L 1254 -454 Bracing Q-P 2498 -890 L-J 1285 -468 P-O 2498 -890 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X4 except as noted. C-O 334 -952 F-J 597 -1634 O-M 1535 -563 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Purlins REO QROFFS, In lieu of structural panels use purlins to brace all flat �`yC G(N S'/�y TC@24"oc. • r1 �� Laterally brace bottom chord above filler with purlins 19575 •q at 24"OC. ' �, Wind /- Wind loads based on MWFRS with additional C&C f' 2012118 member design- OREGON J Right end vertical not exposed to wind pressure. '9en.20 i99' V. RECD W.'' Renews 6130!2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o.Box468 Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ana'SBCA)for safety practices prior to performing these functions. Installers shall provide tempora (503)357-2118 Ext brawny Per BCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro attached rigid ceilmpp Locations shown for permanent lateral restraint Sf •webs shall have bracin installed per BCSI sections B3,B7 or 610, �\ as applicable. Apiary plates to each face_of truss and position as shown above and on the Joints Details, unless noted otherwise. Refer to ALPINE drawthgs 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the p,; Y,,oMUNr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of oro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Stc.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:165014 /T40 COMN Cost:R7175 JRef:1W8M71750006 Mascord 22210A Bin heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0959.08880 Truss Label: M2 M / GWH 02/20/2018 5'11"10 11'11"4 16'6" 21'0"12 26'9"8 5'11"10 5'11'10 4'6"12 4'6'12 5'8"12 =5X5 =3X5 5X5 12 4 (� C5 �\ 4XH \ T 3X5 B _, \ J _ _ ° ti LL °1 1113X7) 5X5(E1) 0 1.5X4 3X5= =3XX5 8X8= 8X8 1111.5X4 1 26'9"8 5'1110 5'1190 4'6"12 5' _ 5'3"8 - 5'11"10 11'11"4 16'6" 21'6" _ 26'9'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.134 P 999 360 A 1170 /237 /481 /- /44 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.275 P 999 240 I 1143 /243 /474 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.039 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.081 J - - A Min Brg Width Req= - Mean Height:20.66 ft I Min B Width R NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 r9 eq= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.741 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.598 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.855 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FTIRT:2(0)/4(0) GCpi:0.18 Plate Type(s): A-B 1005-2630 D-E 695 -1721 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 928-2541 E-F 614 -1473 Lumber C-D 763-1969 F-G 610 -1619 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' A-Q 2363 -906 P-O 1789 -675 Loading 0-P 2360 -905 0-N 1789 -675 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. Webs Tens. Comp. Truss designed for unbalanced snow loads. C-P 261 -752 L-G 1524 -547 Purlins N-L 1678 -597 G-J 449 -1102 In lieu of structural panels use purlins to brace all flat TC©24"oc. Wind Wind loads based on MWFRS with additional C&C member design. cke©PROFF Right end vertical not exposed to wind pressure. G(NE-� O 19575 � 29' �t ea" -10 1'/20/2118 OREGON -9 � 20,10% W N� R0 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,in$talling and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byy TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI._Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or 610, ..41111161.•. as applicable. Appry 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 Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the FN,A1CQNPdNY ft-Liss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.- listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sgec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEQN:165017 I T37 COMN Cost:R7175 JRef: 1W8M71750006 Mascord 22210A Bin heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0959.08330 Truss Label: M1 AA / GWH 02/20/2018 4'11"10 911"4 16'6" 23'0"12 26'9"8 4'11"10 4'11"10 6'6"12 I 6'6"12 3'8"12 5X5 III 1.5X4 - 5X5 T 12 D E F 4 p S _ 1.5X4 _ 4XGH CT 3X5 B W3 • r so A � ��\ w 5X7(E1) N M L K IJ =3X5 =3X5 =3X10 =4X5 1113X7 i 26'9"8 i 9'11"4 6'6"12 6'6"12 3'8"12 H 9'11"4 I 16'6" 23'0"12 26'9"8 H • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 23.1 Ce:12 VERT(LL): 0.150 N 999 360 A 1208 /233 /482 /- /43 /- BCLL: 0-00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.315 N 999 240 I 1143 1240 /471 I- I- 1- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.044 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP-B — HORZ(TL):0.092 J - - A Min Brg Width Req= - Mean Height:20.32 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.835 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: 0.771 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.690 Loc-from endwall:Any FT/RT2(0)14(0) Chords Tens.Comp. Chords Tens. Comp_ 0.18 Plate Type(s): A-B 1027-2787 D-E 799 -2228 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-C 955-2700 E-F 799 -2228 Lumber C-D 832-2268 F-G 402 -1078 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W3,W5 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' A-N 2521 -936 M-L 2077 761 Loading N-M 2077 -761 L-K 1076 -370 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per P lbs bottom chord live load applied per IRC-12 section ( ) 301.5. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. C-N 200 -550 F-K 235 -667 E-L 173 -696 K-G 1268 -432 Purlins L-F 1312 -420 G-J 445 -1131 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. ikepRoFF Right end vertical not exposed to wind pressure. ,�� SS C9� ao% N�fi/� '0'l+ 19575 7 • ca, I' 20/2118 OREGON 94)0 ,`wOboe' Renews 613012019 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Componentsof 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 anr7SBCA)to 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 sheathingand bottom chord shall have a proper) attached rigid ceiling Locations shown for permanent lateral restrit Of webs shall have bracingc�jnstalled per BCSI sections B3,B7 or B10Y as a.pplicable. Apply plates to each face of trruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Zfor`standard plate positions. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing anyv failure to build the AN Rw CCMMNY tn)ss In conformance with ANSI/TP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of oroTessionaf engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:165021 /T29 COMN Cust:R7175 JRef:1 W8M71750006 Mascord 22210A Bin heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.0959.10363 Truss Label: M AA / GWH 02/20/2018 3'11"10 711"4 13'8"5 19'3"11 I 25'0"12 269"8 3'11"10 3'11"10 5'9"1 5'7"5 5'9"1 !'812 12 5X5 =3X5 1.5X4 =6X8 4 E F G 1111 5X4 1.5X4 ' -0 \C3X5A \_11 �o. f �I y � _/� 1 ,5X5(E1) =3X5 =3X5M =4X12 4X8 =4X5 26'9"8 T11"4 5'9"1 57"5 75"13 7'11"4 13'8"5 19'3"11 26'9"8 Loading Criteria(psi) Wind Criteria Snow Criteria{Pg,Pf in PSF} Defl/CSi Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lot Udefl Ll# Loc R /U /Rw /Rh I RL f W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT LL: 0213E 999 360 ( } A 1136 1230 /480 /- 143 !- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.440E 728 240 J 1243 1236 /468 /- !- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.050 K Wind reactions based on MWFRS Des Ld: 42.00 EXP'B HORZ(TL):0.104 K A Min Brg Width Req= - Mean Height:19.99 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= - Soffit. 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.854 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.694 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:0.917 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): A-B 943-2569 D-E 959 -2961 Wind Duration:1.60 WAVE VIEW Ver.16.01.000.0327.15 B C 944 -2521 E-F 773 -2502 Lumber C-D 871 -2393 F-G 773 -2505 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Portes Per Ply(lbs) Webs 2x4 HF Std/Stud:W7 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' A-O 2353 -936 M-L 2988 933 Loading O-N 2272 -827 L K 654 201 Bottom chord checked for 10.00 psf non-concurrent N-M 2988 -933 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. D-N 776 -147 L-G 2077 610 Purlins E-L 214 -551 G-K 407 -1326 In lieu of structural panels use purlins to brace all flat F-L 152 -587 TC©24"oc. Wind Wind loads based on MWFRS with additional C&C member design. RQ©PROF.' Right end vertical not exposed to wind pressure. �y 0%NE' 'b 19575 �� y rjr 1' 20/2118 OREGON "94)0 W. Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Componentsoforegon,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 CORNEUUr OR 97113 Component Safety Information,by TPI and SBCA)fsafely practices prior to performing these functions. Installers shall provide temporaryry (503)367.2118 Ext bracing per BCSI..Unless noted 0 erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro[efi attach rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing insTalled per BCSI sections B3,137 or B10, as applicable. Apply plater to each faceof truss and position as shown above and on the Join.Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z%I-standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,anv failure to build the AIN wcou=nnr truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover par_ listing this drawing,indicates acceptance of ro essionaf engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com:ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 2 SEAN:8779 / T62 COMN Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1010.51390 Truss Label: MG Page 1 of 2 AA / GWH 02/2012018 5 5 2 Complete Trusses Required 3 '0"12 F 3' 3'S" S"33 I 5'611"1 2'"4 8'3"2"8 13'9"2 " 19'3"12 I� 22'8"4I 28'2"14 33'9"8 , 35'2} "2 38'6"13 42' 2' 5'6"10 5'6"10 3'4"8 5'6"10 5'6"10 1'5 2 2'6"1 3'5"3 12 6X6(**) 5 4 =1012=5X14 =4X12(**) =5X7 =6X10 =5X10(1) =6X8 3X1 6X8 -3X5 -3X7 4D5 E F G H T2 I J K L T3 M N 0 3X5 D p =4X12(62) =4X12(62)C �,y a �1ra W Nruna W X0,00.- Q N A B_sG711� _-%''�rrillil�) .oirrrrrarrrr a ��!R r ji. -It•r•' +\Scv AG AF AE AD AC AB AA Z Y X W V U T 1116X10 =4X12(`")(1) =H0715 =4X12 =5X7 =6X8 =8X8 =3X5 =6X8 =6X6 =2X4(BP) 1114X5 r 22'8"4 i 19'3"12— i 3'S"3 2'6"1 1'S"2 5'6"10 5'6"10 3'4"8 5'6"10 5'6"10 1'5"2 2'6"1 3'5"3 2' 3'5"3 I 5'11"41 �'2�8 13'92 19'392 22'8"4) 28'2"14 33'9"8 35' " 238'6" 3 42' "63 '0"12 H2'H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw I Rh I RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.280 AD 970 360 g 7475 /1528 I- i- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.567 AD 478 240 Z 10495/2135 /- /- 1- 13.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.066 T - - R 4374 /743 /- /- /- /5-5 EXP:B Des Ld 42.00 Mean Height:19.32 ft HORZ(TL):0.134 T - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 3.7 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.883 Z Min Brg Width Req= - BCDL.0.6 psf R Min Brg Width Req= 2.2 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.833 Bearings B,Z,&R are a rigid surface. Spacing:24.0" C&C Dist a:4.20 ft Rep Factors Used:Yes Max Web CSI:0.984 Loc.from endwall:Any FT/RT2(0)14(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.01.1109.12 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins B-C 1656-8080 J-K 1550 -233 Top chord 2x4 DF-L 2400f-2.0E:T2 2x6 DF-L SS: In lieu of structural panels use purlins to brace all flat C-D 1649-8047 K-L 5349 -1079 :T3 2x6 HF SS: TC @ 24"oc. D-E 1841 -8959 L-M 153 -869 Bot chord 2x6 DF-L 2400f-2.OE E-F 1729-8415 M-N 1057 -5926 Webs 2x4 HF#2:W10,W14 2x4 DF-L 2400f-2.0E: Wind F-G 1941 -9436 N-O 929 -5423 :W16 2x4 DF-L#1&Bet.: Wind loads and reactions based on MWFRS. G-H 959-4558 O-P 881 -5231 :Lt Slider 2x4 HF#2:BLOCK LENGTH= 1.979' :Rt Slider 2x4 HF#2:BLOCK LENGTH= 1.979' gearing Block(s) H-I 1550 -263 P-Q 756 -4516 I-J 1550 -263 Q-R 763 -4546 Bracing Brg blocks:0.120"x3",min.nails brg x-lo� blocks1 length/blk #nails/blk wall plate (a)#3 or better scab reinforcement.Same size&80% 2 22 542' 12" 14 Rigid Surface Maximum Sot Chord Forces Per Ply(lbs) length of web member.Attach with 10d Box or Gun Brg block to be same size and species as chord. Chords Tens.Comp. Chords Tens. Comp. nails(0.128"x3",min.)@ 6"oc. Refer to drawing CNNAILSP1014 for more information. B-AG 7535-1544 Z-Y 557 -170 Nailnote AG-AF 7531 -1543 Y-X 557 -170 Nail Schedule:0.120"x3",min.nails AF-AE 9208-1893 X-W 5668 -1009 Top Chord:1 Row @12.00"o.c. AE-AD 8681 -1792 W-V 5553 -960 Bot Chord:2 Rows @ 5.00"o.c.(Each Row) AD-AC 8681 -1792 V-U 5001 -848 Webs :1 Row @ 4"o.c. AC-AB 4276 -901 U-T 4245 -712 Use equal spacing between rows and stagger nails pRp AB-AA 4276 -901 T-R 4231 709 in each row to avoid splitting. �� FFS+ AA_Z 1004-4991 12"o.c.spacing of nails perpendicular and parallel to '� S/ grain required in area over bearings greater than 12" ,�5 0'19r.I 7 F.� 19575 Maximum Web Forces Per Ply(lbs) Plating Notes * 9t„ r Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X4 except as noted. r� D-AF 1294 -271 Z-L 1208 -6250 (I)-plates so marked were sized using 0% AF-E 2556 -527 L-X 2231 429 Fabrication Tolerance, 0 degrees Rotational 20/2118 e9 AF-F 418-2018 X 970 -5157 Tolerance,and/or zero Positioning Tolerance. OREGON F-AE 1633 -339 M-W 1885 345 r)3 plate(s)require special positioning.Refer to 9 ,$n 20,106 P AE-G 1509 -282 W-N 803 202 scaled plate plot details for special positioning ROC D W N� G-AC 892-4418 N-V 222 -957 requirements. AC-H 2022 -414 V-O 1367 -264 H-AA 1246-6068 U-P 943 -162 Renews er30rz019 AA-K 4254 -881 P 82 -432 K-Z 530-25551 **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.eox4se 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)forsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attach rigid ceiling. Locations shown for permanent lateral restraint 8f webs shall have bracing installed per BCSI sections B3,B7 or 810, /11116 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 drawings 160A-Z fal'standard plate positions. Alpine,a division of ITW Buildingg__Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,�rv,.euPAKr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawig or cover paae listing this drawing indicates acceptance of pro fesslonaf engineering responsibility solely for the design shown. The sbiFability 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: 0218123 Ply: 2 SEAN:8779 / T62 COMN CastR7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1010.51390 Truss Label: MG Page 2 of 2 AA / GWH 02/20/2018 Special Loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at -2.00 to 71 plf at 4.00 TC:From 36 plf at 4.00 to 36 plf at 36.06 TC:From 71 plf at 36.06 to 71 plf at 44.00 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 plf at 42.00 BC:From 4 plf at 42.00 to 4 plf at 44.00 TC: 406 lb Conc.Load at 5.89,36.11 BC: 84 lb Conc.Load at 2.00,40.00 BC:1391 lb Conc.Load at 4.00 BC:1087 lb Conc.Load at 6.00 BC:6732 lb Conc.Load at 6.86 BC: 227 lb Conc.Load at 8.00,10.00,12.00,14.00 16.00,18.00,20.00,22.00,24.00,26.00,28.00,30.00 32.00 BC:5092 lb Conc_Load at 33.93 BC:1326 lb Conc_Load at 36.00 BC: 88 lb Conc.Load at 38.00 Pep ,„P 1%01 N,- S6, /02 19575 'fl talt �r t 20/2118 OREGON Renews 600/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components orOregon,Inc. **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byy TPI and SBCA)Eesafety 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 sheathingand bottom chord shall have a proppeer) attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracinginsalled per BCSI sections B3,B7 or 1310', as applicable. AppTplates to each faceotherwise. (R of truss and position as shown above and on the JoinrDetails, unless noted 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 anyy failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessionaf 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. Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineiiw.com;TPI:wow.tpinst.org;SBCA:www.sbcindustry.com;ICC:wow.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:165036 1 T13 HIPS Cust:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1010.57417 Truss Label: IG AA / GWH 02/20/2018 3'11"4 7'0"12 11' 3'11"4 >(0 31"8 3'11"4 { 12 =4X5 f 4L 3X565(B (131) \ � 3X1) I \\� N I G F 1.5X4 =3X5 1 11' 'A 2 I 3'11"4 �` 31"8 311"4 3'11"4 7'0"12 11' 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 lac Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.045 F 999 360 B 912 /193 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.087 F 999 240 E 715 /146 /- /- I- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 F - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.019 F B Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:18.99 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - TCDL:3.0 psf Bearing B is rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.587 9 a 9 Load Duration:115 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.521 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:0.065 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0Y4(0) Chords Tens_Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-C 277-1318 D-E 285 -1351 Lumber C-D 260-1239 Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Special Loads B-G 1199 -250 F-E 1239 -260 G-F 1187 -249 ----(Lumber Dur.Fac.=1.15 I Plate Dur.Fac.=1.15) TC:From 71 plf at -2.00 to 71 plf at 3.94 TC:From 36 plf at 3.94 to 36 ptf at 7.06 TC:From 71 plf at 7.06 to 71 plf at 11.00 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 plf at 11.00 TC: 114 lb Conc.Load at 3.89,7.11 BC: 56 lb Conc.Load at 2.00,9.00 BC: 129 lb Conc.Load at 4.00,5.00,7.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. PROFS Purlins 'C tsj In lieu of structural panels use purlins to brace all flat y G{Istfifi� OZ TC @ 24"oc. 19575 rj r Wind r Wind loads and reactions based on MWFRS. � t' 20/2118 OREGON 174' '0 D.zo, 9 Sr 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 and SBCA)fsafetyppractices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing Per BCSI.Unless noted 0therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached rigid ceiling. Locations shown for pe permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3,87 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. defer to A LP i N E drawings 160A-Z for sandard 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 fYd COMPANY truss in conformance with ANSIn PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e. listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suftebtlity and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sees:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA'www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:165236 /T61 HIPM Cust:R7175 JRef: 1W8M71750008 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1011.05377 Truss Label: JG AA / GWH 02/20/2018 3'11"4 9'2"9 147"11 20'3"8 3'11"4 5'3"5 5'5"1 5'7"13 4 L12 =6X8 =3X5 1111.5X4 -6X8 D T2 E F G T T & br 112 'i' M L K J IH 1111.5X4 5X7 H0510 =8X10 1113X7 20'3"8 311"4 5'3"5 5'5"1 57"13 2 I 3'11"4 9'2"9 14'7"11 �- 20'3"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.296 D 812 360 B 1327 /275 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.598 D 402 240 H 1303 /279 /- /0 /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.037 C - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.074 C - - B Min Brg Width Req= 2.2 Des Ld: 42.00 Mean Height:18.99 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - TCDL:3.0 psf BearingB is rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.894 a 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.992 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:0.843 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)14(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.15 B-C 480-2374 D-E 823 -3902 Lumber C-D 967-4708 E-F 823 -3902 Top chord 2x4 HF#2:T2 2x4 DF-L#1&Bet.: Maximum Bot Chord Forces Per Plylbs Bot chord 2x6 HF SS (lbs) Webs 2x4 HF Std/Stud:W2,W6 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Special Loads B-M 2204 -444 L-K 4740 -977 M-L 2227 -451 K-J 4740 -977 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at -2.00 to 71 plf at 11.06 Maximum Web Forces Per Plylbs TC:From 36 plf at 11.06 to 36 plf at 20.29 ( ► BC:From 4 plf at -2.00 to 4 plf at 0.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 14 plf at 0.00 to 14 plf at 11.06 C-L 2588 -538 J-F 4006 845 BC:From 7 plf at 11.06 to 7 plf at 20.29 D J 160 870 F I 243 -1135 BC: 618 lb Conc.Load at 11.06 BC: 132 lb Conc.Load at 13.06,15.06,17.06,19.06 E-J 48 -390 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Purlins �ED PROFESS In lieu of structural panels use purlins to brace all flat `Gp taG IN� , �o TC@24"oc. 041 9 19575 Wind o, Wind loads and reactions based on MWFRS. JAW .410 20/2018 OREGON 0 "9,QOl.O W 9 NVQ' Renews 6/30/2019 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ano'SBCA)fsafety practices poor to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otnerwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny 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 faceof � truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z fir standard plate positions. Alpine,a division of ITW Building_c1Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN 6W COMPANY truss in conformance with ANSI1TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drowirig or cover collie listing this drawing,indicates acceptance of proressfonaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 2 SEAN:8781 / T9 COMN Cost:R7175 JRef: 1W8M71750006 Mascord 22210A Bin heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1013.01977 Truss Label: JG1 M / GWH 02120/2018 5 2 Complete Trusses Required 2'6"11 4'5"3 6'8"12 11'015 15'6"13 20'3"8 2'6"11 f 1'10"8I 2'3"9 -. 4'4"3 f 4'5"15 I 4'8"11 4 =H0710 1111.EX4 T24F8 -=6X10GH 14X5 T 13X5 B '� O W1 T 0 co (V 'i" ' / / _ CV _ - I �k 1 C! P 0 N M L K I J 4X16(B6R) 1111.5X4 1114X8 =5X7 =6X10 82 IIIH0308 H0508 =6X12 1 1 20'3"8 2'6"11 1'10"8 4'4"3 4'515 4'811 F. 2'6"11 I 4'5"3 62;83:182 11'0"15 15'6"13 20'3"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P(in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.266 E 905 360 Q 8503 /1699 I- /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.532 E 452 240 I 6732 11371 I- /0 /0 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.052 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.104 D - - Q Min Brg Width Req= 4.2 Mean Height:19.79 ft NCBCLL:0.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:1.5 I Min Brg Width Req= - Sofit: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.851 Bearing Q is a rigid surface. BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.830 RepFactors Used:Yes Max Web CSI:0.944 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FTIRT2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.01.1109.12 A-B 1689-8416 D-E 1613 -7916 Lumber Wind B-C 1830-9032 E-F 1613 -7916 C-D 1602-7835 F-G 1115 -5488 Top chord 2x6 DF-L SS:T2 2x4 DF-L 2400f-2.0E: Wind loads and reactions based on MWFRS. Bot chord 2x6 DF-L 24001-2.0E:B2 2x6 DF-L SS: Webs 2x4 HF#2:W10 2x4 HF#1&Bet.: Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(lbs) :Lt Wedge 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Nailnote A-P 7805-1566 N-M 7487 -1531 Nail Schedule:0.120"x3",min.nails P-O 7811 -1569 M-L 5661 -1152 Top Chord:1 Row @12.00"o.c. O-N 8479-1719 L-K 5661 -1152 Bot Chord:2 Rows @ 3.50"o.c.(Each Row) Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. 12"o.c.spacing of nails perpendicular and parallel to B-0 962 -211 M-F 2574 527 grain required in area over bearings greater than 12" O-C 1093 -205 F-K 304 -1433 C-N 237-1249 K-G 6197 -1259 Special Loads 0-N 1936 -392 G-J 614 -3000 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) D-M 491 -95 TC:From 71 plf at 0.00 to 71 plf at 20.29 BC:From 7 plf at 0.00 to 7 plf at 20.29 BC:1501 lb Conc.Load at 1.50 ,eQ RROfi BC:1570 lb Conc.Load at 3.50 ,��¢ FS'S BC:2321 lb Conc.Load at 4.36 `COBC:1136 lb Conc.Load at (N /O BC:1259 lb Conc.Load at p5 p 8.50,18.50 Oz. �19575 �'r 2 BC:1213 lb Conc.Load at 12.50 ' BC:1170 lb Conc.Load at 14.50As i BC:1208 lb Conc.Load at 16.50 0'.. .r Purlins •'/20/201 8 OREGON In lieu of structural panels use purlins to brace all flat a -,./TC@24"oc 9'QOLD w N• �' Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components orOregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)fsafetyactices prior to performing these functions. Installers shall provide tempora (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny rI attached id 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 �� 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 drawingany failure to build the AN rA COMPANY miss in conformance with ANSII�PI 1,or for handling,shipping,installation and bracing,of trussesA seal on this drwing or cover pa�ge_. listing this drawing,indicates acceptance of rosssionaT engineering responsibility solely for the design shown. The sui£abihty and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page end these web sites:ALPINE:www.al ineitw.com;TPI:www. mst.or;SBCA-wwwsbcindu Sacramento,CA 95828 P tP 9 stry.com;ICC:www.iccsate.org Job Number: 0218123 Ply: 1 SEAN:165241 /T58 HIPM Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1013.08393 Truss Label: J AA / GWH 02/20/2018 5'11"4 12'11"2 _ 20'3"8 HH 5'11"4 6'11"14 , 7'4"6 12 —5X 1111.5X4 -,-.3X10 4 L/ D E F Z I T r` _WW2 Nt _ to <V B s �" Aj�j — D `` �JJ'' 1 L_L--:",-- K J I HG — I 115X7(G1) 1111.5X4 --3X5 6X8 II 13X5 i 20'3"8 1 2, I 5'11"4 6'11"14 I 7'4"6 H 5'11"4 12'11"2 20'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefilCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.140 D 999 360 B 1018 /196 /438 /- /53 15.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.284 D 853 240 G 859 /174 /352 /- I- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP.B HORZ(TL):0.050 C - - B Min Brg Width Req= 1.7 Mean Height:19.32 ft NCBCLL:10.00 TCDL:3.0 psf Code t Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.979 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.691 RepFactors Used:Yes Max Web CSI:0-714 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.0327.15 B-C 638-1765 D-E 677 -1965 Lumber C-D 678-1968 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2,W4 2x4 HF#2: Chords Tens.Comp- Chords Tens. Comp. :Lt Stub Wedge 2x4 HF Std/Stud: B-K 1602 -643 J-I 1598 643 Loading K-J 1598 -643 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Plylbs bottom chord live load applied per IRC-12 section ( ) 301.5. Webs Tens-Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. C-I 386 -110 I-E 2017 -695 D-I 191 -595 E-H 276 -812 Purtins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ��VsgD PROF, Op 1yG t N F'F c.S/044 2 19575 'P r Y or I' 20/2 18 OREGON P DL0 W"N Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 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 end'SBCA)Far safety practices prior to performing these functions. Installers shall provide tempora (503)357-21 t6 Ext bracing per BCSI--Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a proper) attached rigid ceiling. Locations shown for permanent lateral restraint 6f webs shall have bracinginstalled per BCSI sections B3,B7 or B10Y Aillk as applicable- Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. refer to ALPINE' NE drawings 160A-Z fbr standard plate positions. Alppine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing an failure to build the AN ITW CGAPANY Miss in conformance with ANSI/TPI 1,or for handliirfq,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of proTessionaf 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 ANSUTPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: iPrnedw.mm;TPI:wwwtWnst.or,ALPINE:www.a . g'SBCA:www.sbcindus try.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:165245 /T15 HIPM Cush R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DtwNo: 051.18.1013.24783 Truss Label: LG AA / GWH 02/20/2018 1'410"9 1'8"1312 5'11"4 11'0"4 15'9"8 1'8"13 4'0"11 I 51" I 4'9"41 H 4 - =5D 1111:E4 _3X12FG X5 H06115 SX7W W8 W r• / T N =4X5�(tBt) 01 T W4 L B2 M� =6X8 K- 0X12 1113X7(" 1115X7()(I) 1114XH 8 4 159"8 H. 1'8"13 13'85:18125:51"11.425'1" 4'9"4 1`8"13 { 1 I 11'0"4 15'9"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1-1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh I RL 1W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.209 L 896 360 A 1423 /234 I- /- /- I- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.423 L 441 240 H 1376 /262 I- /0 I- I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.079 I - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:19.66 ft HORCreep Factor: L):0.160 I - - A Min Brg Width Req= - NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep F 1.5 H Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.745 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.776 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:0.901 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT2(0)14(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 371 -2281 D-E 677 -3715 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.15 B-C 792-4943 E-F 653 -3582 Lumber C-D 768-4857 Top chord 2x4 HF#2 Bot chord 2x6 HF#2.B2 2x6 HF SS: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2,W4,W8,W10 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Special Loads A-0 2087 -338 M-L 4856 -777 O-N 377 -61 L-J 4367 -697 -----(Lumber Dur.Fac.=1.15 I Plate Dur.Fac.=1.15) TC:From 71 plf at 0.00 to 71 plf at 5.94 Maximum Web Forces Per Plylbs TC:From 36 plf at 5.94 to 36 plf at 15.79 ( ) BC:From 14 plf at 0.00 to 14 plf at 5.95 Webs Tens.Comp. Webs Tens. Comp. BC:From 7 plf at 5.95 to 7 plf at 15.79 B-O 216-1295 D-J 55 666 BC: 965 lb Conc.Load at 5.95 BC: 227 lb Conc.Load at 8.00,10.00,12.00,14.00 B-M 2715 -430 E-J 52 379 O-M 1767 -287 J-F 3717 -677 Plating Notes L-D 1439 -184 F-I 213 -1137 (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent REp PRo c , bottom chord live load applied per IRC-12 section 01.5. Co G i N `/:"6 Purlins 19575 �r In lieu of structural panels use purlins to brace all flat APIF' TC @ 24"oc. 1'20/2 18 Wind OREGON Wind loads and reactions based on MWFRS. ►� �I Right end vertical not exposed to wind pressure. -20,104' Q* 9'90/.0 WN� 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)fr safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext brawnq per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.qq Locations shown for permanent lateral restraint Of webs shall have bracing insTalled per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face.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 nwco�+wNr truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page. listingthis drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and se of this drawing 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 notesand these web sites:ALPINE:www.ai ineitw.com;TPI:www. nst.or.SBCA:www.sbcindustry.com; Sacramento,CA 95828 1 gen page pt tpi g ICC:www.iccsafe.org Job Number: 0218123 Ply: 2 SEQN:8784 / T30 HIPS Cust:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1015.50040 Truss Label: LG1 AA 1 GWH 02/2012018 5 ' 2 Complete Trusses Required a 2'0'12 12 7'11"4 11'0"4 14'0"12 15'9"8 HI 2'0"12 F 5'8"12 3'1" 3'0"8 - 1'8"12 12 -6X8 1111.E 4 .6X10 T 4 p ///5X7 H T =_5X10(••) Ti e to 05X10 w2 C i� 4X8(82) .- ---------1 -------____ io A -__ iv I 11 W4 82=6N8 L _ .f{ 1 Q QP -1012 B3 -6X8 =8X10 1113X10 -H0619"*)(I) 1115X7("")(1) 1115X7("")(I) r 15'9"8 1 1 2'0"12 1 1'4"121 4'5'12 31" 1 3'0"8 1 1'8'12 2'0"12 3'5"8 7'11"4 11'0"4 14'0"12 15'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.251 C 743 360 A 4755 /1001 /- /- /- /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.502 C 372 240 I 4865 /1001 /- /0 /0 /- BCDL: 7.00 Risk Category:II Snow Duration: EXP:B HORZ(TL):0.210 J - - A Min Brg Width Req= - 1.15 HORZ(LL): 0.105 J - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:19.99 ft NCBCLL:0.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CS!: 0.964 Load Duration:t15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.803 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:0.985 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall.Any FT/RT2(0}/4(0) Chords Tens-Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 869-4135 D-E 908 -4372 Wind Duration:1.60 WAVE,HS VIEW Ver:17-02.01.1109.12 B-C 1909-9133 E-F 896 -4315 Lumber Wind C-D 1122-5438 F-G 285 -1385 Top chord 2x4 HF#2 Ti: 2x4 DF-L 2400f-2.0E: Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per PI lbs Bot chord 2x6 HF SS.B2 2x6 DF-L 2400f-2.OE: y( ) :B3 2x6 HF#2: Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF#2:W2,W4 2x4 DF-L#2: A_Q 3802 -798 O-N 8852 -1849 Nailnote 0-P 580 -122 N-L 4971 -1026 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Bot Chord:2 Rows©3.50"o.c.(Each Row) Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails B Q 526-2521 D-L 132 667 in each row to avoid splitting. B-O 5128-1068 L-M 427 88 Q-O 3643 -765 L-F 3515 -733 Special Loads O-P 540 -113 L-K 1280 -263 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) O-C 1832 -383 F-K 340 -1603 TC:From 71 plf at 0.00 to 71 plf at 15.79 C-N 792-3721 K-G 2472 508 BC:From 7 plf at 0.00 to 7 plf at 15.79 N-D 1834 -366 G-J 516 -2505 BC:1143 lb Conc.Load at 2.00,4.00,10.00,12.00 BC: lb Conc.Load at 6.00 BC:12201 lb Conc.Load at 8.00 •ct��U PRGp�Ss BC:1243 lb Conc.Load at 14.00 `pj G IN k- /� Plating Notes • a 19575 �� y (I)-plates so marked were sized using 0% It Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. 1 2012118 ("*)4 plate(s)require special positioning.Refer to OREGON scaled plate plot details for special positioning requirements. �n an 20,1990 �Q Purlins 0(,p W_ In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Renews 6r30/201s **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)ter safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,87 or I310y as properly applicable. Apply plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' L drawiigs 160A-Z for standard plate positions. Alpine a division of ITBuilding_gComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the >Nrw ccunwr truss in W conformance with ANSI PI 1,or for handling,shipping,installation and bracing,of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prolessronar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEAN:185038 /T7 MONO Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DiwNo: 051.18.1016.09723 Truss Label: DG AA / GWH 02/20/2018 12 1111.5X4 4 � - B C N 3X5(81) A co ■ ►1A ►� ED III 1.5X4 3'11"4 -1 3'11"4 3'11"4 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 Lf# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA A 431 /88 /- /- 1- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 618 /126 /- /- 1- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 E - - Wind reactions based on MWFRS EXP.B Des Ld: 42.00 Mean Height:19.32 ft HORZ(TL):0.008 E - - A Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffd: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.271 Bearing A is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.739 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:0.192 Loc.from endwall:NA FT/RT:2(0)14(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Special Loads -----(Lumber Dur.Fac.=1.15 I Plate Dur.Fac.=1.15) TC:From 71 plf at 0.00 to 71 plf at 3.94 BC:From 14 plf at 0.00 to 14 plf at 3.94 BC: 715 lb Conc.Load at 2.50 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. 0�0 G I 1'4E. �p2 19575 9 �' t',20/2118 ") OREGON 9A0`.00,i99%r 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.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELI21 OR 97113 Component Safety Information,by TPI and SBCA)fo 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 propertyattached rigid ceiling Locations shown for permanent lateral restraint 8f webs shall have bracinginstalled per BCSI sections B3,B7 or t311I 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. �LF'N E Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN .;COW.,truss in conformance with ANSI/I PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawirtg or cover pagelisting this drawing,indicates acceptance of prolesslonaT engineering responsibility solely for the design shown. The suftbility and use of this r3rawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.al eitw.com;TPI:wwwSacramento,CA 95828 pin .tpinst.org;SECA:www.sbcindusiry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEQN:165040 /T6 MONO Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 4 FROM:BB DtwNo: 051.18.1016.11977 Truss Label: D AA / GWH 02/20/2018 1111.5X4 12 CD 4 t_-- ' 4 ■ N - N B r -61 / r N �i A aril U 1 FE 1111.5X4 1114X5(G 1) 1 3'11"4 i 3'11"4 H 2' I '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:1.1 CAT:II PP Deflection in loc Udell U# Loc R 1 U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 23.1 Ce:1.2 VERT(LL):NA B 354 /63 /161 /- /39 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 132 /33 /62 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 F - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.002 F - - B Min Br Width Req1.5 9 Des Ld: 42.00 Mean Height:18.99 ft ( )' g NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - TCDL:3.0 psf BldgCode: IRC 2012 Max TC CSI: 0.335 Bearing B is a rigid surface. Soffit: 2.00 BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.099 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:0.118 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. �'� O PROFcSS &c G(NF �O 19575 + 1, r �1 ,r tv20/2118 OREGON v Renews 6/30/2019 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon.Inc. "*IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)foF safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI..Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawingany failure to build the AN RYJ OMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proressronaf engineering responsibility solely for the design shown. The suitability and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 2 SEAN:165051 /T22 HIPS Cost:R7175 JRef:1W8M71750006 Mascord 22210A 8M heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1016.40300 Truss Label: NG AA / GWH 02120/2018 2 Complete Trusses Required H. 2'914 5'11"4 11'1"12 16'6" 21'10"4 27'0"12 30'2"2 33' 2'9"14 I 3'16 'I 5,2»8 5.4"4 I 5'4"4 5'2"8 I" 3'1"6 2'9"14 12 =3X5 m3X5 4 L.- -6X E T2 F 1111.50X4 3H5T3 =6X8 ,3X5 __ _ 3X5 T 4X5(81) C ~ ''�` -4X5{B1) B / K T 1111.5X4 =3X5 3X10= =3XX7 P =3XX10 =3X5 1111.5X4 0U =110508 1 33' 2, 2914 3'1"6 5'T8 I 5'4"4 54"4 - 5'2"8 3'1"6 29"14� 2'9"14 5'11"4 11'1"12 16'6" 21'10"4 27'0"12 30'2"2 33' 2'� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.545 G 720 360 B 3005 /637 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 1.080 G 363 240 U 3005 /637 I- I- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.076 D - . - Wind reactions based on MWFRS EXP:B HORZ(TL):0.151 D - - B Min Brg Width Req= 2.5 Des Ld: 42.00 Mean Height:19.32 ft NCBCLL:0.00 Code I Misc Criteria Creep Factor:1.5 U Min Brg Width Req= 2.5 TCDL:3.0 psf Bearings B&U are a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.918 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.630 RepFactors Used:Yes Max Web CSI:0.875 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Loc.from endwall:An FT/RT:2(Oy4(0) Maximum Top Chord Forces Per Ply(lbs) y Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16-01.00C.0327.15 B-C 562-2660 G-H 1204 -5506 Lumber C-D 750-3489 H-I 1066 -4893 0-E 1066-4893 I-J 750 -3489 Top chord 2x4 HF#2:T2,T3 2x4 DF-L#2: E-F 1204-5506 J-K 562 -2660 Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud F-G 1204-5506 Nailnote Maximum Bot Chord Forces Per Ply(lbs) Nail Schedule:0.120"x3",min.nails Chords Tens.Comp. Chords Tens. Comp. Top Chord:1 Row @12.00"o.c. B-T 2466 -521 P-O 4943 -1077 Bot Chord:1 Row @10.00"o-c. T-S 2506 -530 O-N 3320 -714 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails S-R 3320 -714 N-M 2506 530 in each row to avoid splitting. R-Q 4943-1077 M-K 2466 521 Q-P 4943-1077 Special Loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 71 plf at -2.00 to 71 plf at 5.94 Webs Tens.Comp. Webs Tens. Comp. TC:From 36 off at 5.94 to 36 plf at 27.06 TC:From 71 plf at 27.06 to 71 plf at 35.00 T-C 121 -515 Q-H 609 -137 BC:From 4 plf at -2.00 to 4 plf at 0.00 C-S 904 -203 O-I 1716 -384 BC:From 7 pit at 0.00 to 7 plf at 33.00 EO PROF D-R 1716 -384 N-J 903 -203 BC:From 4 plf at 33.00 to 4 plf at 35.00 �� ss. E-Q 610 -137 J-M 121 515 TC: 406 lb Conc.Load at 5.89,27.11 Gj 114 BC: 84 lb Conc.Load at 2.00,31.00 Cir' �Fjfy O BC: 88 lb Conc.Load at 4.00,29.00 19575 fi BC: 227 lb Conc.Load at 6.00,8.00,10.00,12.00 14.00,16.00,17.00,19.00,21.00,23.00,25.00,27.00 Purlins t' 2012118 In lieu of structural panels use purlins to brace all flat OREGON TC @ 24"oc. an.Y0,194b Wind 9'QpLD W. Wind loads and reactions based on MWFRS. 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) isafety practices prior to performing these functions. Installers shall provide tempora (503)357-2118 Ext o branqpe r BCSI. y Unless noted otherwise,t chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restri,int of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z fOr-standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the Ncs,COMPANY truss in conformance with ANSI, PI 1,or for handing,shipping,installation and bracing of trussesA seal on this drAwing or cover page listing this drawing,indicates acceptance of proiessionat engineering responsibility solely for the design shown. The suit9ability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 P tP 9 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. mst.or;SBCA:www.sbcindustry.com:ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEQN:165056 /T16 HIPS Cust:R7175 JRef: 1W8M71750006 Mascord 22210A Bin heel AP lot 8 Qty: 1 FROM BB DrwNo: 051 18 1016 42433 Truss Label: N AA / GWH 02/20/2018 3'11"10 7'11"4 13'7"3 19'413 25'012 29'0"6 33' 3 11 10 3'11"10 5'7"15 5'911 5'7"15 3'11"10 3'11"10 12 5X7 3X5 1.5X4 5X7 4 �� E F T2 G H T ---"-"--1 5X4 4 p 1.5X4 T 3X5D�<� `\� 3X5 �I r• tn 1 A� iii �\`K � i 6X6(E1) =3XX5 =4X5 0 =3X12 =3X5 =6X6(ER1) H0310 i 33' i 2' 7'11"4 5'7"15 5'9"11 5'7'15 7'11"42, 7'11"4 13'7"3 19'4"13 25'012 33' loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions{lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lot Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 23.1 Ce:1.2 VERT(LL): 0.394 F 999 360 g 1554 /293 /658 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.875 F 452 240 R 1554 1293 /658 /- / 15.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15HORZ(LL): 0.095 M Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:19.66 ft HORZ(TL):0203 M B Min Brg Width Req= 2.6 NCBCLL:10.00 code I Misc Criteria Creep Factor:1.5 R Min Brg Width Req= 2.6 TCDL:3.0 psf Bearings B&R are a ri id surface. Soffit: 2.00 BCDL:0.6 psi Bldg Code: IRC 2012 Max TC CSI: 0.8319 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007Max BC CSI: 0.946 RepFactors Used:Yes Max Web CSI:0.747 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 it Loc.from endwall.AnyFT/RT2(0)/4(O} Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.15 B-C 1157-3156 G-H 1377 4329 Lumber C-D 1158-3108 H-I 1113 -3176 D-E 1114-3177 I-J 1158 -3109 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: E-F 1368-4284 J-K 1156 -3157 Bot chord 2x4 HF#2 F-G 1377-4326 Webs 2x4 HF Std/Stud Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading Bottom chord checked for 10.00 psf non concurrent B-O 2886-1026 O-N 4340 -1244 bottom chord live load applied per IRC 12 section Q-P 3027 -955 N-M 3025 963 301.5. P-O 4340-1244 M-K 2887 -1035 Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat E-P 1421 -386 G-N 146 -591 TC@24"oc. P-F 163 -595 N-H 1467 -397 Wind Wind loads based on MWFRS with additional C&C �� PRO Ss member design. FL F ,1... 1�G 1 N Fk.¢ 'O� 19575 OAP �i //f I• 20/2 18 I OREGON '9 an.20,199 Q" •0thw. 0 Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 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)fsafely practices prior to performing these functions. Installers shall provide temporary (soa)357-2118 Ext bracing per BCSI._Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeer) attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracingfinstalled per BCSI sections B3,B7 or B10Y as applicable Applplates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for sandard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawinct any failure to build the ¢o.ouw,v treiss in conformance with ANSI/ PI 1,or for handbag,shipping,installatidn and bracing of trussesA seal on this drawing or cover pageAN listing this drawing,indicates acceptance of prdfessronaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sbc.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: 0218123 Pry: 1 SEAN:165060 /T17 HIPS Cust:R7175 JRef: 1W8M71750006 Mascord 22210A Sin heel AP lot 8 Oty: 1 FROM:BB DruNo: 054.48.1016.43987 Truss Label: Ni M ! GWH 02!2012018 4'11"10 _I 9'14"4 I 16'6" 23'0"12 280"6 33' 4'11"10 4'11"10 6'6"12 6'6"12 4'14"10 4'11"10 12 5X7 III 1.5X4 T2 =5X7 F G 4 V ■ ■� 3X5 C B 1 A — n = — �� 6X6(E1) 3X50 -4X5 3X10 =3X5 ,6X6(E1) N M 33' 9'11"4 6'6"12 6'6"12 9'11"4 H 2 { 9'11"4 16'6" 23'0"12 33' -I 2' Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U !Rw /Rh (RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.314 F 999 360 B 1584 !297 1658 /- /50 15.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.642 F 616 240 p 1584 1297 /658 /- /- !5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.090 L Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:19.99 ft HORZ(TL) 0.182 L B Min Brg Width Req= 2.6 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 2.6 TCDL:3.0 psf Bearin s B&P are a ri id surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.905 g g Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std:2007 Max BC CSI: 0.843 RepFactors Used:Yes Max Web CSI:0.556 Members not listed have forces Tess than 375# Spacing:24.0" C&C Dist a:3.30 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FTIRT:2(0)/4(0) Ch;Diords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B C 1178-3210 F-G 1199 -3395 Lumber C-D 1179-3163 G-H 1080 -2917 D-E 1080-2917 H-I 1178 -3163 Top chord 2x4 HF#2:T2 2x4 DF-L#2: E-F 1198-3395 IF _-JG J 1178 -3210 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W5 2x4 HF#2: :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. Loading B-0 2945-1045 M-L 2719 -912 Bottom chord checked for 10.00 psf non-concurrent 0-N 2719 -903 L-J 2945 -1�4 bottom chord live load applied per IRC-12 section N-M 2719 -903 301.5. Truss designed for unbalanced snow loads. Maximum Web Forces Per PIy(lbs) Webs Tens_Comp. Webs Tens. Comp. Purlins D-0 160 -452 M-G 850 247 In lieu of structural panels use purlins to brace all flat E- 850 -247 L-H 160 452 TC @ 24"oc. F-M 174 -741 Wind Wind loads based on MWFRS with additional C&C �� EO PROP ss member design. Q g G P4 i0 19575 � p %r f- � I• 20/2 18 OREGON GI 74)0 20,JO 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.8wx46e 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 tempora rryy (s03j 357-214S Ext bracing per BCSI._Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prow% attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg�Components Group Inc..snall not be responsible for any deviation from this drawin any failure to build the NrwcoMNv truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawiXg or cover page . listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/1'P!1 S-ec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcinduslry.com;ICC:www.icesafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEON:165064 /T18 HIPS Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Ory: 1 FROM:BB DrwNo: 051.18.1016.45923 Truss Label: N2 AA J GWH H02/20/2018 5'11"I0 11'11"4 16'8" 21'0"12 27'0"6 33' h 5'11"10 s'11"10 _I 4'6"12 -F 4'6"12 - s'11"10 -1- N I 5,11•,10 5X7 =3X5 =5X7 N M 12 D E F 4 1.5X4 1/11.5X4 a C G 03X5 �\ 3X5 o -� H v A \\ I Y J 1111 \ =5X7(E1) -30X5 =3X5 =4X5 =3X5 =3X5 =6X6(Et�' 1 33 67"3 6 7"3 ' 67"3 67"3 I 63.37/7 7"3 2' 67"3 13'2"6 19'9"10 26'4"13 33' Loading Criteria(psf) Wind Criteria Snow Criteria{Pg,Pr PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf 23.1 Ce 1.2 VERT(LL): 0.289E 999 360 A 1501 1273 /584 /- /49 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.571E 693 240 p 1657 /302 /657 i- 1- f 5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.087 K Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:20.32 ft HORZ(TL):0.172 K A Min Brg Width Req= - DesLd NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 2.7 TCDL:3.0 psf Bearing P is a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.771 9 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.750 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI:0.997 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(Oj/4(0} Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 1288-3423 E-F 1043 -2597 Lumber 1188-3353 F-G 1205 -3195 C-D 1209-3246 G-H 1185 -3305 Top chord 2x4 HF#2 D8--CE 1028-2602 H-I 1180 -3380 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. Loading A-O 3127-1055 M-L 2740 900 Bottom chord checked for 10.00 psf non-concurrent O-N 2518 -835 L-K 2510 -856 bottom chord live load applied per IRC-12 section N-M 2740 -900 K-1 3074 -1059 301.5. Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs) Webs Tens.Com24:406. Webs Tens. Comp. Purlins C-O 170 F-K 678 -209 In lieu of structural panels use purlins to brace all flat O-D 727 - K-G 155 423 TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C O pROF member design. (4�E �`SP 5 �otNF '��. 19575 '9 ,lir f,20/2(18 OREGON Oi.Ozow NSP Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss ComponentsofOregon,Inc. `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 466 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by_TPI and SBCA)fr safetty practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracingper BCSI.Unless noted dtherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Insralied per BCSI sections B3,B7 or 1310- as applicable- AppTV plates to each faceof 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_ciComponents Group Inc.shall not be responsible for any deviation from this drawing an failure to build the w c anv truss in conformance with ANSI, P1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page. listing this drawingg indicates acceptance of proressionaf engineering responsibility solely for the design shown. The suitability and use of this Jawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org,SBCA:www.sbcinduslry.com;ICC:www.iccsafe.arg Sacramento,CA 95828 Job Number: 0218123 i Ply: 1 SEAN:165067 /T19 HIPS Cost:R7175 JRef: 1W8M71750006 Mascord 22210A Bin heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1016.47650 Truss Label: N3 AA / GWH 02/20/2018 6'11"10 13'11"4 19'0"12 28'0"6 33' 6'11"10 6'11"10 5'1"8 6'11"10 8'11"10 —5X7 =5E 12 4 V- 0 3X5 T1 3X5 N C F n i !J��. " �, 3X5 r` un 3X5 �*��' �-� A - 'a) ` G \ L I i'- I 5X7(E1) N M L K J 0 1111.5X4 =3X5=3X5 =3X7 1111.5X46X8(E1) A 33 A 61110 81110 51"8 6'1110 6'1110 I 6'11"10 13'11"4 I _ 2' 19'0"12 26'0'6 33' f Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) DeflICSl Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R I U I Rw I Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.296 K 999 360 A 1570 /277 /586 /- /55 I- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.553 K 716 240 0 1722 /307 /653 I- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.106 J - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.199 J - - A Min Brg Width Req= - Mean Height:20.66 ft 0 Min Br Width Req= 2.8 NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.59 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.887 Bearing 0 is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.825 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI:0.981 Loc.from endwall.AnyFT/RT:2(0y4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): - Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 1308-3657 E-F 980 -2728 Lumber B-C 1195-3612 F-G 1179 -3572 C-D 969-2742 G-H 1187 -3617 Top chord 2x4 HF#2 Ti: 2x4 HF#1&Bet.: D-E 974-2481 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Slider 2x4 HF#2:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF StdlStud:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. Bracing A-N 3361 -1049 L-K 2478 -757 N(a)#3 or better scab reinforcement.Same size&80% - 2478-- K- 3314 -1050 M L length of web member.Attach with 10d Box or Gun M-L 2478 -77557 7 J-H H 3317 -1050 nails(0.128"x3",min.)@ 6"oc. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent C-M 316 -924 E-K 421 -153 bottom chord live load applied per IRC-12 section M-D 440 -141 K-F 283 886 301.5. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat �V.so PROFFS TC @ 24"oc. ..( s �� ('y1N 99 Wind . 19575 �� 9 Wind loads based on MWFRS with additional C&C r �t member design. !� i i 20/2118 OREGON 9,QO i.D20,19°'NSP Renews 6/30/2099 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,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 SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)fu 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 properlyattached 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 SCSI sections B3,B7 or B10, /411‘..as applicable. Applyplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for-sandard plate positions. Alpine,a division of ITW Building,gComponents Group Inc..shall not be responsible for any deviation from this drawing,,any failure to build the PN(vuOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dring or cover page listing this drawing,indicates acceptance of orooesstonar engineering responsibility solely for the design shown. The suif-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sdc.2. 8351 Rovana Circle For more information see this' sgeneral notesand these web sites:ALPINE:www.al ineitw.com;TPI:www. cost. Sacramento,CA 95828 1�' page P tp' org;SBCA:www.sbcindusiry.com;ICC:www.icesafe.org Job Number: 0218123 Ply: 2 SEAN:186088 /T53 HIPS Cost:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1017.07937 Truss Label: N4G AA / GWH 02/20/2018 L > 2 Complete Trusses Required 7'4"6 14'812 18'3"4 I 22'8"1 26'11"2 + 28'11 A 33 H 7'4"6 7'4"6 3'6"8 4'4"13 4'3"1 2'0"21- 4, '0 2 I- 4'0"12 5p =5X5 12 4 p 3X5 C / 1 //16X6 �` G T3 3X5 3X5 W8 N�� H ;3X5 A ////�a�W9 1=4X 2(BZ) :11111 yl =5X7(Et) 1.X4 =3X5 O =H0508 =5X7 02 1114X12 1111.5X4 =4X12 14755 ,1423 157 1 33' 1 T4"8 7'4"6 3'6"8 4'4"13 4'3"1 f 2'0-21 4b"12 7'4"6 14'8"12 18'3"4 22'8"1 26'112 28'11'4 33' 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 lot Udefl 11# Loc R 1 U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph PF:23.1 Ce:1.2 VERT(LL): 0.297 M 999 360 A 2411 1497 /- i- /- 1- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.599 M 656 240 J 6690 1 1403 /- I- 1- /5.5 BCDL: 7.00 Risk Category.II Snow Duration:1.15 HORZ(LL): 0.085 K Wind reactions based on MWFRS Des Ld: 42.00 EXP B HORZ(TL):0.171 K A Min Brg Width Req= - Mean Height:21.12 ft NCBCLL:0.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 3.6 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.909 Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.949 RepFactors Used:Yes Max Web CSI:0.985 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Loc.from endwall:Any FT/RT2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.15 A-B -3002 F-G 987 -4737 Lumber Purlins B-C 66:6166-2978 G-H 1611 -7705 C-D -2772 H-I 1588 -7587 Top chord 2x4 HF#2:T3 2x4 DF-L#1&Bet.: In lieu of structural panels use purlins to brace all flat D-E 598-2880 I-J 1596 -7620 Bot chord 2x4 HF#2:B2 2x6 DF-L SS: TC @ 24"oc. E-F 639-3072 Webs 2x4 HF Std/Stud:W2,W9 2x4 HF#2: :W8 2x4 DF-L Std/Stud: :Lt Slider 2x4 HF#2:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF#2:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. Bracing A-Q 2786 -575 N-M 4362 908 (a)#3 or better scab reinforcement.Same size&80% Q-P 2785 -576 M-L 7089 -1481 length of web member.Attach with 10d Box or Gun P-O 2541 -527 L-K 7104 -1487 nails(0.128"x3",min.)@ 6"oc. O-N 4361 -908 K-J 7123 -1491 Nailnote Maximum Web Forces Per Ply(lbs) Nail Schedule:0.120"x3",min.nails Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 5.00"o.c. D-O 587 -124 F-M 1747 357 Webs :1 Row @ 4"o.c. E-O 813 -163 M-G 637 -3027 Use equal spacing between rows and stagger nails O-F 416-1986 G-L 2295 -478 in each row to avoid splitting. Q PRQF 12"o.c.spacing of nails perpendicular and parallel to S, grain required in area over bearings greater than 12" M�� S,O Special Loads 19575 9 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) /!r TC:From 71 plf at 0.00 to 71 plf at 33.00 BC:From 14 plf at 0.00 to 14 plf at 26.93 !� 'moi BC:From 7 plf at 26.93 to 7 plf at 33.00 ,2012#18 BC:4755 lb Conc.Load at 26.93 OREGON BC:1423 lb Conc.Load at 29.00 t7 v BC: 157 lb Conc.Load at 31.00 -9,f? an.20,1g9� Q" Wind �CDW•N' Wind loads and reactions based on MWFRS. Renew36/30/2019 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components or 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 ana'SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI..Unless noted o2herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached nggid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,07 or t31U, as applicable. Appp,y plater to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE' drawings 160A-Z fbr'standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the Nry COWANY truss in conformance with ANSI/TR 1,or for handling,shipping,installation and bracing of trussesA seal on this drrwing or cover page._ listing this drawing,indicates acceptance of pro-fessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is pe 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: eew.al ineitw.com;TPI:wane Sacramento,CA 95828 p .tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:165112 /T49 SPEC Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1017.18367 Truss Label: KG AA / GWH 02/20/2018 28"2 56" 83"14 10'6" HF 2'8"2 2'9"14 2'9"14 2'2'2 12 =4C5 T 4 3X5 - 3X5 B D cw =3X5(61} / ♦ ------____:---- A �`- A itoi U MI --� U 1 H G F I 1111.5X4 3X7 1111.5X4 1113X10(G7) 1 10'6" i 2'8"2 2'9"14 2'9"14 2'2"2 H2'8"2 { 56" H 8'3"14 }° 10,6" H 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 Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.045 G 999 360 A 934 /143 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.088 G 999 240 I 959 /146 /- /- 1- I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 F - - Wind reactions based on MWFRS EXDes Ld: 42.00P B HORZ(TL):0.019 F - - A Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= - TCDL:3.0 psf Bearing A is a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.448 9 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.603 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:0.096 Loc.from endwall:Any FT/RT:2(0)14(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 251 -1650 C-D 268 -1760 Lumber B-C 267-1757 D-E 248 -1635 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x6 HF#2 (lbs) Webs 2x4 HF StdlStud Chords Tens.Comp. Chords Tens. Comp. :Rt Stub Wedge 2x4 HF Std/Stud: A-H 1515 -229 G-F 1493 -226 Special Loads H-G 1530 -232 F-E 1492 -225 --(Lumber Dur.Fac.=1.151 Plate Dur.Fac.=1.15) TC:From 71 p8 at 0.00 to 71 plf at 10.50 BC:From 7 plf at 0.00 to 7 plf at 10.50 TC: 668 lb Conc.Load at 5.50 BC: 78 lb Conc.Load at 2.00,9.00 BC: 82 lb Conc.Load at 4.00,7.00 BC: 85 lb Conc.Load at 5.50 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind ..t PRO�ccAN Wind loads and reactions based on MWFRS. �4, ¶O(N�� /OZ 19575 'fl ilior t', 20/2118 OREGON Renews 6130/2019 **WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components oforegon,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 SCSI(Building CORNELIUS OR 97113 Component Safety Information,by.TPI and SBCA)fsafely practices prior to performing these functions. Installers shall provide temporanl (503)357-2118 Ext bracing per BCSI..Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a proper! attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10y as ap licable Apply plates to each faceoftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for sandard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ,N Mwcanwrrr truss in conformance with ANSITTPI 1,or for handling'shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fesslonat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEAN:165115 /T47 SPEC Cust:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 3 FROM:BB DrwNo: 051.18.1017.20390 Truss Label: K • M / GWH 02/20/2018 56" 106" H 5'6" 5' 4X5 12 C 4 — \\` 3X5 N BBG / � \ E N 201 A r i F III3X7(E5) 1114X8(G7) III 1.5X4 10'6" 5'6" 5' 2' { 5'6" f 10'6" 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:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R i U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.053 D 999 360 B 672 /89 /282 /- /33 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.125 D 999 240 E 474 /65 /193 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.019 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.045 D - - B Min Brg Width Req= 1.5 Des Ld NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - TCDL:3.0 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.457 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std: 2007 Max BC CSI: 0.282 RepFactors Used:Yes Max Web CSI:0.585 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall.Any FT/RT2(0}/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens_Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 362 -670 D-E 381 -693 Lumber C-D 373 -621 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Sot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' B-F 567 -304 F-E 568 -304 :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. �� GIN�� '0 19575 p •r 1r 20/2118 OREGON -9'OLD W-0 ty Renews 6/3012 01 9 ""WARNING'"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 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)Mr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext brawn r BCSI.,Unless noted o-therwise,top chord shall have ppr�oppeer) attached structural sheathing and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled 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 ALPINE drawthgs 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg,Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the AN GW COMPANY truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this dpawing for any structure is the responsibility of the Building Designer per ANSI TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEAN:185117 /T26 HIP_ Cust:R7175 JRef: 1W8M71750006 Mascord 22210A Bin heel AP lot 8 Qty: 4 FROM:BB DrwNo: 051.18.1017.31317 Truss Label: FT1 AA / GWH 02/20/2018 r 4. 6'4 9.4111^Iz 4' 6' 8' to 64 210'S 4 2' 2' 2' 2' 105"5 M5 12 12.65 7 2X4�,1'. 111111105"4T. -I 41,t 1„2 4' 8'6' I ' X64 H 21'0'9 7 ' '10'6^4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:23.1 Ce: - VERT(LL):0.000 - - 360 A* 1 /- /- 1- /- /252 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 M 999 240 A Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface. EXP:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL):0.000 E - - NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.003 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C_0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:M4,M5 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. P�tOp, ss `g GINE. i0 ,. 19575 0•4, Ts /Pr 1 I 20/2118 OREGON 9ROL D 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,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 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown foiblrmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 1310, C as applicable. Apply plates to each face of and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ,q LP,N E drawings 160A-Z for standard plate positions. Aline,a division of ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the PW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drAwir` g or cover page listing this drawing,indicates acceptance of proressronaf 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 ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry_com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEAN:165273 /T71 VAL Cust:R7175 JRef: 1W8M71750006 Mascord 22210A Bin heel AP lot 8 Qty: 1 FROM:BB DrwNo: 05118.1017.33623 Truss Label: V1 AA / GWH 02/20/2018 4' 6'9"4 I. 8' 12' _ 16' 17'4"112 18'10"14 4' 2'9"4 1'2"12 4' 4' "F 1'4"12 1'6"2 I 12 4 - - '=- 41X8 III 1.5X4 III 1.5X4 1111.5X4 -==-4X5 T D E F G 111.5X4 III 1.5X4 2 a I U S�\�H in B \'� N �2X4(D8R) s� --------I-------TIO-----------------'--.//%/////�� -, c!P N M L K J 1111.5X4 1111.5X4 III 1.5X4 III 1.5X4 III 1.5X4 III 1.5X4 III 1.5X4 I 18'10"14 4' 2'9"4 1'2"1 4' 4' 1'4"1 1'6"2 4' 6'9"4 8' 12' 16' 17'4"1 18'10" 4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25-00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:'120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.011 0 999 360 P* 85 /17 /34 /- /2 1226 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.025 0 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 0 - - P Min Brg Width Req= - EXP.B Des Ld: 42.00 Mean Height:20.33 ft Creep FHORZ(TL):0.004 0 - - Bearing A is a rigid surface. NCBCLL:10.00 TCDL 3.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 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: 0.134 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.078 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10-00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat IC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Additiona Notes See DWG IVAL 60101014 for valley details. `y� �, G ,E��SCS;• C� l-19575 FR V Si w I. 20/2118 OREGON 9Roi.p. NSP Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporaryry tso3}3s7-z11a Ext brawny per BCSI..Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a property attach ntt�1id ceiling Locations shown for permanent lateral restrSint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for sandard 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 , Ha h. truss in conformance with ANSIn PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prooessronaf 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/TP11 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. nst.or;SBCA:www.sbcindu Sacramento,CA 95828 Pr iW 9 stry.com;ICC:www.iccsafe.wg Job Number: 0218123 Ply: 1 SEAN:165275 /T70 VAL Oust:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1017.34870 Truss Label: V2 AA / GWH 02/20/2018 6'9"4 10'9"4 13'4"12 16'10"14 6'9"4 4' 2'7"8 3'6"2 12 4X5 I111.5X C =4X5 4 [ .- B IPD `� �\ 1111.5E4 N �2X4(D8R) A Tr5 ,/ / -. /" ./, ',, '/-//F J I H G 1111.5X4 III 1.5X4 1111.5X4 III 1.5X4 I — 16'10"14 w 6'9"4 4' 2'7"8 3'6"2 6'9"4 "I 10'9"4 I" 13'4"12 * 16'1094 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh 1 RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.099 I 999 360 J* 85 /17 /34 I- 11 /202 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.222 I 904 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.018 I - - J Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):0.041 I - - Bearing A is a rigid surface. Mean Height:21.00 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.668 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: 0.518 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.095 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind RD Wind loads based on MWFRS with additional C&C member design. Additional Notes 10 See DWG VAL 60101014 for valley details. �`y.4'It PN E��stli a 19575 �� Si .r , ,r 1•20/2(18 0 OREGON Renews 8/3012 01 9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components orOregon,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)ter safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext braclngPe r BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restrdlnt of webs shall have bracing installed per BCSI sections B3,B7 or E310y as applicable. ApppTyyplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. rtefer to ALPINE� drawings 160A-Z forstandard plate positions. Alpine,a division of ITIN Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the F,� w,COMPANY truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page . listing this drawing,indicates acceptance of proYessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/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.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:165277 /T69 VAL Cust:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:B6 DrwNo: 051.18.1017.36343 Truss Label: V3 AA / GWH 02/20/2018 6'9"4 9'412 14'10"14 6'9"4 2'7"8 5'6"2 12 =4X5 -4X5 4 - B C N �2pX4(D8R) `� D F E =2X4(A1) 1111.5X4 1111.5X4 : 14'10"14 H 6'9"4 2'7"8I 5'6"2 HH 6'9"4 9'4"12 14'10"14 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 hoc Udefl tilt Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pt 23.1 Ce:1.2 VERT(LL): 0.106 F 999 360 G* 85 /18 /35 /- /1 /178 BCLL: 000 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.208 F 841 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 F - - G Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):0.050 F - - Bearing A is a rigid surface. Mean Height:21.66 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.716 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: 0.500 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.073 Loc.from endwall:Any FT/RT:2(0)14(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. SeeDWG Additional VAL 60101014 for valley details. ,�.4'��G N FFs& 0 l-19575 �� %'r l 20/2(18 OREGON Renews 6/3012 01 9 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses 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)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI. �Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, .04111116 as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for-standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawl any failure to build the AN f .OU truss in conformance with ANSI1TPI 1,or for handling,shipping,installation and bracinilof trussesA seal on this drraawN,. WM drawing or cover pa listing this drawing,indicates acceptance of prooessfonaf engineering responsibility solely for the deli n shown. The suf bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page end these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEAN:165279 /T67 VAL Cost:R7175 JRef: 1W8M71750006 Mascorc122210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1017.37667 Truss Label: V4 AA / GWH 02/20/2018 6'1" 12'2"1 �— 6,1„ 61" 12 =4X5 4 B N 2X4(D8R) \ 2X4(D8R� A D 1111.5X4 12'2"1 61" 61" 6'1" 12'2"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) DefI/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL !W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:12 VERT(LL): 0.064 D 999 360 E* 83 !16 /32 /- /1 !146 BCLL: 0-00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.142 D 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category.II Snow Duration:1.15 HORZ(LL):-0.018 D E Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL)-0.039 D Bearing A is a rigid surface. Mean Height:22.21 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:3.0 psf Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.631 Members not listed have forces less than 375# Load Duration:1-15 MINERS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.4� Maximum Top Chord Forces Per Ply(lbs) RepFactors Used:Yes Max Web CSI:0.133 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT2(0)14(0) A-B 556 -286 8-C 556 -286 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 HF#2 Amax-D 312 -480 D-C 312 -480 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Web Forces Per Ply(Ms) Loading Webs Tens.Comp. Bottom chord checked for 10.00 psf non-concurrent B-D 363 -634 bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. �4� D PROFFss 19575 /' �r t' 2012(18 OREGON ,Q0& 20,199 N� Renews e13012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Cornponentsororegon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P,0.Bo:ase 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 o2herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling Locations shown for permanent lateral restraint Of webs shall have bracinginstalled per BCSI sections 63,67 or 810, as applicable. App' laces to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z fotys�andard plate positions. Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the N o+ccuonNr tnlss in conformance with ANSI PI 1,or for handling,shipping,instaliatldn and bracing of trussesA seal on this drrwing or cover page listing this drawing indicates acceptance of proiessronaf engineering responsibility solely for the des! n shown. The suit-abdrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineiiw.com;TPI:www.tpinst.org;SBCA:wwwsbcindustry.com;ICC:wow.iccsefe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEQN:165281 /T68 .VAL. Cust:R7175 JReI:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DnwNo: 051.18.101739067 Truss Label: V5 AA / GWH 02/20/2018 4'3"12 I 8'4"12H H 4'3"12 4'1" 12 4 4X5= X I co fp AX4(D8R) �\ �2X4(D8R) C I „ / O ": D lll1.5X4 8'4"12 4'3"12 4'1" • 4'3"12 8'4"12 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:1.1 CAT:II PP Deflection in Ioc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf-23.1 Ce:1.2 VERT(LL): 0.020 D 999 360 E" 83 /16 /31 I- /1 /100 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.043 D 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.005 D - - E Min Brg Width Req= - Oes Ld: 42.00 EXP B HORZ(TL):0.011 D - - Bearing A is a rigid surface. Mean Height:22.59 ft NCBCLL:10.00 TCDL:3.0 psf Code i Misc Criteria Creep Factor:1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.268 Members not listed have forces less than 375# BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2007 Max BC CSI: 0.197 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.084 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow toads. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. # PROFS. O9 4G1NFk� /•p 19575 * it .- /r 20/2118 OREGON "9sro`.o W' 6 74 ' 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 003)357 21 OR 97113 Component Safety Information,b TPI anaSBCA)fOr safely 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 attach ngrd ceihnq Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,87 or 810Y 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. Afpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the "rw,au wr tmniiss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drrwing or cover page listing this drawing,indicates acceptance of prooessronat 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 ANSIITPI 1 Sbc.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: 0218123 Ply: 1 SEON:164975 /723 CALF Cost:R7175 JRef:1W8M71750008 Mascord 22210A Bin heel AP lot 8 Qty: 4 FROM:BB DrwNo: 050.18.1228.12302 Truss Label: R1 CY / RTT 02/19/2018 2'9"15 11'1"15 2'9"15 8'4" \\13X5 T 2.83 12 \\t 2X4 C r.-- 1111.5X4 / �I I T 10 E 5"10 \112X4 �---- • \\\3X50 • '�, iN 3X�-- �` 7.713 .�--."`-��i► ��--"- T2 A 312 C'l!' , 2'9"15 11'1"15F H 11'1"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce: - VERT(LL): 0.037 B 999 180 D 472 /89 I- I- l- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(TL): 0.073 B 999 120 E 406 /80 /- /- /- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.019 B - - D Min Brg Width Req= 1.5 Mean Height:19.30 ft NCBCLL:0.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.767 Bearing D is a rigid surface. BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std:2007 Max BC CSI: 0.000 Members not listed have forces less than 375# Spacing:0.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:NA FT/RT:2(0y4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16-01.000.0327.15 E-C 698 -666 Lumber Top chord 2x4 HF#2:12 2x6 HF#2: Bot chord Loading Hipjack supports 5-10-12 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. �� O PO p G 1 N /O 19575 �� 9 r i/► • r 20/2 18 OREGON *9,QO`.D, �N4. Renews 6)3012019 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI._Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigpid ceiling Locations shown for permanent lateral re§tramt 6f webs shall have bracing installed per BCSI sections B3,B7 or B10, asap linable. Apply plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise- Refer to ALPINE drawl�igs 160A-Z for standard plate positions. Alpine,a division of 11W Building_Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the NY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawig or cover paAN ge listing this drawing,indicates acceptance of prOfessionaf 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 ANSUTPI I Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more infonnatron see this job's general notes page and these web sites:ALPINE:www.alpineitw.ewn;TPI:www.tpinst.org;SPCA:wwwsbcindastry.com;ICC:www.icesafe.org Job Number: 0218123 Ply: 1 SEAN:164977 /T8 CALF Cast:R7175 JRef: 1W8M71750008 Mascord 22210A 8in heel AP lot 8 Qty: 2 FROM:BB DrwNo: 051.18.1017.54180 Truss Label: R2 AA / GWH 02/20/2018 29"15 8'4" { 2'9"15 5'6"1 \\11.5X4 2.83 V \\\1.5X4 0 182X4 — A_ II So 3X7 /'i - CV Ira ;- -T2 ..."— I 2'9"15 { 8'4" 1 -1 8'4" 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: - CAT: - PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce: - VERT(LL): 0.002 B 999 180 D 360 /66 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(TL): 0.004 B 999 120 C 114 /23 /- /- I- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP.B HORZ(TL):-0.003 8 - - D Min Brg Width Req= 1.5 Mean Height:18.97 ft NCBCLL:0.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.767 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.000 Members not listed have forces less than 375# Spacing:0.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:2(0)/4(0) Chords Tens-Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-D 135 -496 Lumber Top chord 2x4 HF#2:T2 2x6 HF#2: Bot chord Loading Hipjack supports 3-10-12 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. �0IEo PRO .� GIH, 'o 0 19575 �� 9 * r ,r 20/2 t 18 OREGON 'VAolD Ws Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI aSBCA)for safety practices prior to performing these functions. Installers shall provide temporary ('03)357-2118 Ext prig bracing per BCSI._Unless noted dtherwise,top chord shall have properly attached structural sheatfiing and bottom chord shall have a pro attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracingp ms'afled per BCSI sections B3,87 or B10y as epplicae. ApppT fates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z fO standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing an failure to build the XNewcouexww truss in conformance with ANSI/i P1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of prosessionalq engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0218123 Ply: 1 SEAN:164979 /T43 CALF Cust:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 2 FROM:BB DrwNo: 051.18.1017.59133 Truss Label: R3 AA / GWH 02/20/2018 2'9"15 10'6"8 H 2'9"15 7'8"9 \\\3X5 12 \\\2X4 2.83 O �' r Ill 2X4 / E 590 r 1\13X5 N ;3X7�� T2 7'13 392 L--- . F- 2'9"15 10'6"8 10'6"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: - CAT: - PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce: - VERT(LL): 0.023 C 999 180 D 441 /62 /- /- I- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(TL): 0.045 C 999 120 E 334 /52 /- 1- I- /1.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.012 C - - D Min Brg Width Req= 1.5 Mean Height:15.00 ft E Min BrgWidth Re NCBCLL:0.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 q Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.767 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.000 Spacing:0.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Members not listed have forces less than 375# Loc. Maximum Top Chord Forces Per Ply{lbs) from endwall:NA FT/RT:2(0)14(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 E-C 534 -511 B-D 86 -387 Lumber Top chord 2x4 HF#2 32 2x6 HF#2: Bot chord Loading Hipjack supports 5-5-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. coG%NE �O °. 19575 • 9 /Pr r 20/2118 OREGON 4)0 7 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 CORNELI21 OR 97113 Component Safety Information,by TPI andSBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (sos)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeer! attached rigid ceiling Locations shown for permanent lateral restraint 6f webs shall have bracing installed per BCSI sections B3,87 or B10y as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE I drawings 160A-Z for sandard plate positions. Alpine a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the rs/'w COMPANY truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proiessionaf 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 ANSVTPI 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.aipinehw.com;TPI:www,tpinst or;g SBCA:www.sbcindus try.com;ICC:www.iccsafe.org Job Number: 0218123 Ply: 1 SEAN:164991 /T60 CALF Cost:R7175 JRef:1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 1 FROM:BB DrwNo: 051.18.1018.07150 Truss Label: R5 AA 1 GWH 02/20/2018 2'9"15 7'0"2 I 2'9"15 42"3 1111.5X4 12 \\11.5X4 C 2.83 t,- 11\1.5X4 11 h- =3X7 �� • A_ 7"113 A $1.111111 �' --"`T2 -- tam H 2'9"15 1 7'02H { 7'0"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct: - CAT: - PP Deflection in loo Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce: - VERT(LL): 0.003 B 999 180 D 400 /54 /- I- l- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(TL): 0.006 B 999 120 C 0 /25 /1 /- /- /1.5 BCDL: 7.00 Risk Category:H Snow Duration:1.15 HORZ(LL):-0.002 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.004 B - - D Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:0.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - SoffBCDL:0.6 psf it: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0-949 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std:2007 Max BC CSI: 0.000 Members not listed have forces less than 375# Spacing:0.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT2(0y4(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp- Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327-15 B-D 182 -733 Lumber Top chord 2x4 DF-L#2:T2 2x6 HF#2: Bot chord Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid beating. &RSD PRapsss CDS • vxGtNE. .Q /Q 19575 9 cis, s 20/2$18 OREGON 9O`•D.zo, W -. ." Renews 8/3012019 `"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 21 OR 97113 Component Safety Information,by TPI and'SBCA)fisafety practices prior to performing these functions. Installers shall provide temporary (�3)3s7-z11a Est bracing per BCSI..Unless noted otherwise,top chord shall have properly rf 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 BtOy /4160* as appplicable. Apply fates to each face otcetruss and position as shown above and on the Joint-Details, unless noted otherwise. (efer to ALPINE drawlhgs 160A-Z for s�andard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawingq,anyy failure to build the AN CONIAANY ss in conformance with ANSI/I-PI 1,or for handling'shipping,installatidn and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prdfesstonaf engineering responsibility solely for the design shown. The suiFability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page end these web sites:ALPINE:www.alpineitw.com;TPI:www, mst.org;SBCA:www.sbcindustry-con;ICC:www.iccsafe.org tp' Job Number: 0218123 Ply: 1 SEQN:164993 /T44 CALF Cust:R7175 JRef: 1W8M71750006 Mascord 22210A 8in heel AP lot 8 Qty: 2 FROM:BB DrwNo: 051.18.1018.11987 Truss Label: R6 AA / GWH 02/20/2018 2'9"15 { 9'10"1 2'9"15 7'0"2 \\\2X4 T 12 1\\1.5X4 2.83 �-- C .---- •� 1112X4 ( E 12X4 /�' i� :-----3X7 B --'— 510 ---- N T * / T2 713 A ow. 312 �.. 0.-7..,=-.1II►� F 2'9"15 { 9'10"1 9'10"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: - CAT: - PP Deflection in too Udell U# Loc R al /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce: - VERT(LL): 0.009 C 999 180 D 459 /64 I- /- I- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(TL): 0.018 C 999 120 E 241 /38 I- /- !- /1.5 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.002 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.004 C - - D Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:0.00 TCDL:3.0 psf Code 1 Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IRC 2012 Max TC CSI: 0.959 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.000 Spacing:0.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens_Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-D 156 -628 Lumber Top chord 2x4 DF-L#2:T2 2x6 HF#2: Bot chord Loading Hipjack supports 4-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. 4'1Ev PROP �5 1N 14G ,c 'SI /% 19575 y Aar 4411W <0 (',20/2118 OREGON '9,QOC•MVO)" SP Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for 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 proppeefl attached rigid ceiling Locations shown for permanent lateral restraint cif webs shall have bracing ins-tailed per BCSI sections 03,B7 or B10y as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A/01111 LPINE drawings 160A-Z fbr standard plate positions. Alpine a division of ITW Building_c1Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the m " iCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover ppge listing this drawing,indicates acceptance of pro-fessional engineering responsibility solely for the desi n shown. The suifability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page end these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org * Hip Frame Details Hip Frame B -. W4X4, Min, ii1iiii . 24 ■ ■ CCCo n • ■ TW1,5X3 ■ ;• �'a`, Nyp' Stepped Hip i/ S■ P.111 . 11.11.I�'■ Sytem Trusses 2x4 Chords llIl 2x4 Purlins �/■I� �� —� #1 Hip Setback ■) d imititmlidmimimmin i'gim t 't,SII_____ ��I , __ L Pitched and Sheathed r�■■■■■■■■■■�\■■■� Chord Area , Hip Frame* • al& / B - Bottom Chord W3X4, Min. o— Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148'x3') W3X4, Min, Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0,148"x3") "--- _.agerfrAlli,nails @ 6" o,c, maximum spacing. Hip frame stops at plumb cut of /gyp Hip Frame jacks to maintain pitch continuity. Section B-B * Hip frame lumber is SPF, So. Pine, HF, y or DFL Standard, Stud grade, or better. ____---! See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit, Stepped Hip purlins must be intact and properly attached. H Setback I System Trusses Use this detail fort ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame — provided by truss manufacturer, Hip frame is designed to provide bracing for flat ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To hip • u- •urlins, 5 `,'i PROfiF� ••WARNIHrirAke F MAO A .LIN ALL halts IN THIS BRAVING ) C,i N E- vO REF HIP FRAME ..a� ..TANTFURNISH MS DRAWING To ALL CONTRACTORS DJCLLeING THE INSTALLERS. O F''? 2 Trusses require e, -ene care in febrlcna,B,handling,shipping,installing and brae,. Refer to and 19575. y DATE 10/01/14 folio.the latest edition of SCSI Gulling Corponent Safety Information,by TPI and SEA)for safety k _ practices prior to performhg these functions. Installers shall provide terporary bradr+g per SCSI. Unless noted otherwise,top chord shalt have properly attached structural sheattdg and bottom chord DRWG HIPFRAME1014 ca .0041111111161%,. w. shalt have a properly attached rlIpplIdtl ceiling. Locations shown for permanent lateral restraint of rebs r� �'0 shall have bra hstatled per DCSI sections 13,B7 or 810,as applicable. Apply plates to each face ALPINE of eros and`o ns she.n above and on tn..mmt DetsBs,vltess notal otMrdse, 01 20J2018 Refer to ora.gs 16O for standard place positions. OREGON Alpine,a dlvlsbn of ITV BJt3'hp Components Grwp Inc.shall not be reghonf&le for n�yy devlatbn Free AN RW O�MWINY tis drnsig,any faLi's to bind the truss In canfornnnce Nigh ANSI/TPI 1,or for hanaehB,.l$pbg, .e� 0 Installation I brndrg of trusses. 7n am.20,199 A seal an pis droning or cover pnpe listing this drae8q.Indicates acceptance of professional -r01- T 4 far any g n solely Por the ort Jaen The netobelty and uee of pis drs*YtR O C N 13389 Lakefront Drive for any sMKttre k tin responsibility oP the 1uRlB1q Designer per ANS[/TPI 1 SeCE Earth Csy MO 63045 Far rare Information see tis Jab's general notes gpaape arhd these eeb shiest ALPIPE.ss•alpheit..conl TPB see.tpkhstargl SBCM.es.sbeMdustry.or9l ICC'ee.Jeesnfe.org Rrnnwennn/1nnq 2LR Rein " orcing vernoer Suostitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint <CLR) Or T-Reinf, Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method Is desired, L-Reinf, ,• �, Apply to either side of web narrow face, ,r Attach with 10d (0,128'x3,0',min) nails , at 6' a.c. Reinforcing member is , Notes: a minimum 807. of web , member length. LI 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. N/ For minimum alternative reinforcement, re-run design with appropriate v reinforcement type. Q 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. Attach with 10d (0,128'x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 807. of web member length. 2x8 1 row 2x6 1-2x8 1 2x8 2 rows 2x6 2-2x6(*) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same 1 species and grade or better than web member unless specified otherwise on Engineer's sealed design. I 010 Center scab on wide face of web. Apply (1) scab to each face of web. I. ., ,,, ��Ep PRopS. ssVARIQIGMs READ AND FOLLOW ALL MIES a THIS DRAWING! `G1 N 'O TC LL PSF REF CLR Subst. s*DW2TANT*a FLR NEOI THIS DRAWING 70 ALL CQITRACTQtS DCLUDING THE 1NSTAU.ERS 0 r $�`,S, y Trusses require extreme care h fabricating,handling,shipping,installing and bracing. Refer to and 19575 �� TC DL PSF DATE 10/01/14 follow the latest edition of SCSI(Bulling Component Safety Information,by TPI and MA)for safety e ,. practices prior to performing these f�nctlans. Installers shalt provide terporary bradr+g par BCSL I Unless noted otherwise,top d,ord shoe have properly attached structu-al sheathing and ballon chord IBC DL PSF DRWG BRCLBSUB1014 ---, shalt have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs o�. /'. (7 l� shalt have bracing Installed per SCSI sections B3,87 or 810,as applicable. Apply plates to each face II ��I\ I of taus and position as shown above and on the Joint Details,unless noted otherwise. 07�n'?Q 8 BC LL PSF lye— I V Refer to drawings 160A-2 for standard plate positions. GI OREGON J Alpine,a division of ITV gilding Corpanents Group Inc.shall not be responsible for any_ deviation From V, TOT. LD. PSF AN 1 W C)MR.NY this drawing,any failure to bind the truss h conformance with ANSI/TPI L or for handing,shbping, Installation I bracing of trusses. ' A an.20,198 �Qw A seal on this drawing or cover asking this droving,Indicates acceptance of professional �T engineering sporny �lllty solely for the shown. The wsabilityresponsibility of the Dulleing Designer per Aan m i f this . drag OL.D W. DUR. FAC. for 13389 Lakefront Dove the Earth Cloy.MO 63045 For more information see this Job's general notes page and these web sites. SPACING ALPINE.wew.lphettw.conl TPD sww.tpht. sorgl SBCA.rww.sbcidustry.orgl ICC.wedccsafe.org Renews 6!30(2014 IIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIII Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% Length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. web, same species and grade or better, attached with 10d box (0,128' x 3.0') nails at 6' o.c. In lieu of 'T" reinforcement, 2x4 Continuous Attach each valley to every supporting truss with( Lateral Restraint applied at mid-length of' web is permitted with diagonal (2) 16d box (0.135' x 3.5') nails toe-nailed for bracing as shown in DRWG BRCLBANC1014. ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1,00 Top chord of truss beneath valley set must be braced with( Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed installation. Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut Or as shown. By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from *** Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members. beneath the valley is measured along the slope of the top chord. All plates shown are ITW BCG Wave Plates, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 4X4 2X4 12 3X4 Valley ' '':F 12 Max,I— [ Spacing 1 2X4 X4 Pitched Cut 'Y II 8-0-0 max —i Bottom Chord Square Cut Stubbed Valley Optional Hip Valle Bottom Chord End Detail Joint Detail y oe-nailed Valley 4X4 ** 12 Common Trusses 12 Max, I— at 24' o.c. X3 ;, Jolley Set ' 1X3 6-0-0 �� at 24' p.4. 81X3 5X4/SPL 1X3 F(Max Spacing) 81X3 2X4 SQ0 I e I I e I I I Common Trusses Partial Framing 20-0-0 (++) at 24' o.c. Plan Supporting trusses at 24' o,c, maximum spacing, 0,0 PRoF. aVARIONOws READ AND FOLLOW ALL WOES ON THIS DRAWING! '5 G1Nt't� �O,,.f� C LL 30 30 40PSF REF VALLEY DETAIL esD'IPTANTUS FURNISH THIS BRAVING TO ALL CONTRACTORS nsv DING THE INSTALLERS. O 4) 0 Trusses require extra..care In fabricating,handling,skipping,kg,Installing and bradng. Refer to and 19575 - DL 20 15 7 PSF DATE 10/01/2014 folios the latest edition of PCSI!Building Component Safety Infornotbn,by TPI and SBCA)for safety prectkes prior to performing these functions. Installers shag provide temporary bracing per RCSL ` DL 10 10 10 PSF DRWG VAL160101014 Unless noted otherwise.top chord shalt Have property attached structural sheet/ling end botton chordr stall have 0 property ettec ed rlgd c Vino Lacotlone shorn for permonent tateyrot restroht of sobseip ., shall have bracing bstolted per BCSI sectbns B3,R7 or Big.as epplkebte. Apply plates to each Face O of truss and pp000Itlon as shorn above and m the Jobt galeas.Mess noted otMrrlse. ,/ /2 B LL 0 0 0 PSF Refer to dro.rgs IEOA-2 for standard plate poskbns. 0 O<,Q l R Alpine,a dMsbn of ITV an Components Grey Inc.shaft not be responsbte for an devlatkn from OREGON ❑T. LD. 60 55 57PSF M!RW OJMAMIY this dation 1 any fags.to bsed the truss b cw Pornonc.rkh ANSI/TPI 1,or cor hoc4k,g.ehppng. �j �/ Installation i bracing of trusses. 114, 0 A seal on this drawing or cover pape listing this.tnwbg.bdlcetes acceptance of profesdmnl en.20,199 P y shy fort doe strewn Thin aeto y oM use of this drs.InG Q N� DUR.FAG1,25/1,33 1.15 1.15 13389 Lakefront Dave far orry tevetnres k kMr respanslBlky of the Bulking Designer per NI/TPI 1 Sect. OLD w Earth City,MO 63045 For more hfornation see this Job's general notes page and gl IC rem stirs. SPACING 24.0' ALPINE.erealphettecceo TPD weehpbst.org)SBCA.warabcMustry.org)ICG rrw.kcsaFe or'p nenewa 0.8.029.0 INTERIOR BEARING HERE F;4f ^I 3 I 42' -I 5• H H R , A T 1 1 R1 is :. II Al; p MG - Y v m = 1 M W m 1 0 M 1 N M2 ,1: .. ,.. ... 1 �FT11 I = a < 1 M4NJ 02 il w sY f G N M5 r F2 01.....::: 0 N4G, lI ,M6 c ' • m p c O acs ^ fiFT1 -�: �� N2 � 96' t gr. t , a7) P' •'i j I\'''I1",, ,II q� l Y I N ` 11 1 1 I1 i E1F. Ln NG /7 fl E2 E1/� II II fa1N= ; i ' . m� it Al I E ____ '�- 1 z� R ; "� , — .:::c,)-6 Ir. 3., y i i.r te ., (GIRDER OFF LAYOUT.} F 12'6•• I- 33• ^-�5' -{ 52'6" { r 1-- Ti 0 Customer: PARR LUMBER-HILLSBORO 0 Desc. : Gerritz 22210A Bin heel P 0 0 m ADDRESS: VERIFY In o z Designed by: BILLY BREESE 1-- z N 0 0 co ••