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Home My WebLink About90N - TrussesTC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A1LEFT JIG = 11'2"8RIGHT JIG = 13'5"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344410304GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27657941'3"41'9"529'6"9'11"1524'9"1216'5"89'7"2'8"142'8"1411'0"13T1T2T3T4B1B2B3W1W2W3W4W5W6W7W8W9W10W11M1M2M3M3M3M3M3M3M3M3M3M3M3M3M3M3M3M3M4M5M6M7M8M9M10M11M12M13M14(a)(b)(b)(b)(b)(b)(a)(c)(c)(c)(c)(c)(c)(c)(c)(c)(c)(c)(c)(c)(c)(c)(c)(c)25'3"460#2'60#2'60#2'60#2'60#2'60#2'60#2'60#2'10126X83X55X63X36X8(R)2X66X85X63X52X3(**)5X63X54X5(B1)R=168plf U=100plf RL=7plf W=24'9"12(Rigid Surface)R=1087# U=220# W=5"8(Rigid Surface)10'1"212'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x4 SP #2 B3 2x6 SP #1;Webs 2x4 SP #2W3,W5,W7,W8,W9,W10,W11,M4,M5,M6,M7,M8,M9,M10,M11,M12,M13,M14 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 66 plf at 0.00 to 66 plf at 25.27 TC: From 33 plf at 25.27 to 33 plf at 41.27 BC: From 20 plf at 0.00 to 20 plf at 24.81 BC: From 10 plf at 24.81 to 10 plf at 41.27 BC: 60.03 lb Conc. Load at 25.27,27.27,29.27,31.2733.27,35.27,37.27,39.27(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 23.14 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 5.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Left end vertical not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(c) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(b) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 1.78 31.28Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1250 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A2LEFT JIG = 11'2"8RIGHT JIG = 13'5"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344410304GAH10-21-2021REV. 21.01.03A.0805.14QTY= 9 TOTAL= 9SEQ = 27652741'3"41'9"529'6"9'11"1524'9"1216'5"89'7"2'8"142'8"1411'0"13T1T2T3T4B1B2B3W1W2W3W4W5W6W5W7W5W8W9W5W10W11W12W13WEDGE(a)(a)(a)(a)(a)(a)(a)10123X72X64X5(R)7X84X5(R)4X44X45X64X102X35X82X66X82X35X5(B2)R=1771# U=184# RL=98/-158#R=1779# U=121# W=5"8(Rigid Surface)10'1"212'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x4 SP #2Webs 2x4 SP #2 W9,W12,W13 2x4 SP #3;Rt Wedge: 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.115 mph wind, 17.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Left end vertical not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 63 1.78 31.28Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A2THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.1875 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A3LEFT JIG = 15'6"12RIGHT JIG = 13'5"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344621100GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27651627'9"435'1"1214'9"28'7"1529'6"9'11"1527'7"18'10"816'5"862'11"1'3"3'1"28"143'10"4'11"41'1"212'1"15T1T2T3T4T5B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W12W13W14W15W14W16W17W14W18W19W20W21(a)(a)(a)(a)(a)(a)(a)(a)(a)31210124X72X6(**)4X7(R)5X67X8(SRS)(R)4X88X10H06102X65X55X54X55X74X82X67X82X66X82X64X5(B1)R=853# U=8# RL=244/-188# W=3"8(Rigid Surface)R=3371# W=3"8(Rigid Surface)R=1212# W=5"8(Rigid Surface)9'10'1"212'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x6 SP #1 B3 2x6 SP 2400f-2.0E;Webs 2x4 SP #2W1,W2,W3,W4,W5,W6,W7,W11,W17,W20,W21 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Left end vertical not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 23.42 52.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Donot permit inexperienced and uninstructed people to install trusses. See "WARNING" note below. BCSI recommends retaining a registered professional engineer for the design of temporarybracing.*** Page overflow in note placement. (RdNot)Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.0612 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A4OH LEFT RAKE = 10"13LEFT JIG = 15'6"12RIGHT JIG = 13'5"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344621100GAH10-21-2021REV. 21.01.03A.0805.14QTY= 2 TOTAL= 2SEQ = 27651027'9"435'1"1214'9"28'7"1529'6"9'11"1527'7"18'10"816'5"810"862'11"1'3"3'1"28"143'10"4'11"41'1"212'1"15T1T2T3T4T5B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W12W13W14W15W14W16W17W14W18W19W20W21(a)(a)(a)(a)(a)(a)(a)(a)(a)31210124X73X7(**)4X7(R)5X67X8(SRS)(R)4X88X10H06102X65X55X54X55X74X82X67X82X66X82X64X5(B1)R=903# U=30# RL=246/-191# W=3"8(Rigid Surface)R=3368# W=3"8(Rigid Surface)R=1213# W=5"8(Rigid Surface)9'10'1"212'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x6 SP #1 B3 2x6 SP 2400f-2.0E;Webs 2x4 SP #2W1,W2,W3,W4,W5,W6,W7,W11,W17,W20,W21 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 21.74 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Left end vertical not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 23.42 52.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Donot permit inexperienced and uninstructed people to install trusses. See "WARNING" note below. BCSI recommends retaining a registered professional engineer for the design of temporarybracing.*** Page overflow in note placement. (RdNot)Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A4THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.0604 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A5OH LEFT RAKE = 10"13LEFT JIG = 15'6"12RIGHT JIG = 14'10"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344621100GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27650327'9"435'1"1214'9"28'7"1529'6"9'11"1527'7"35'4"10"862'11"1'3"1'1"22'8"143'10"4'11"412'1"15T1T2T3T4T5B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W12W13W14W15W14W16W14W17W18W19W20W21W22(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)31210124X73X7(**)4X7(R)5X67X8(SRS)(R)4X88X10H06102X65X55X54X55X72X64X85X66X83X5(R)3X7R=998# RL=235/-196# W=3"8(Rigid Surface)R=3210# W=3"8(Rigid Surface)R=1268# W=3"8(Rigid Surface)9'10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x6 SP #1 B3 2x6 SP 2400f-2.0E;Webs 2x4 SP #3W8,W9,W10,W12,W13,W14,W15,W16,W17,W18 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 15.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 23.42 52.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Do*** Page overflow in note placement. (RdNot)Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A5THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.0604 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A6OH LEFT RAKE = 10"13OH RIGHT RAKE = 1'3"10LEFT JIG = 15'6"12RIGHT JIG = 14'10"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344621100GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27649524'9"438'1"1214'9"28'7"1529'6"9'11"1524'7"38'4"10"81'62'11"1'3"1'1"22'8"143'10"4'11"412'1"15T1T2T3T4T5B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W12W13W14W15W14W16W14W17W14W18W19W20W21W22W23(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)31210124X42X6(**)4X5(R)5X67X8(SRS)(R)4X86X82X67X82X62X65X55X82X65X54X55X72X64X85X66X84X53X7R=828# U=19# RL=260/-209# W=3"8(Rigid Surface)R=3258# W=3"8(Rigid Surface)R=1453# W=3"8(Rigid Surface)9'10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #3W10,W11,W13,W14,W15,W16,W17,W18,W19 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 15.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 23.42 52.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Do*** Page overflow in note placement. (RdNot)Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.0594 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A7OH LEFT RAKE = 10"13OH RIGHT RAKE = 1'1"11LEFT JIG = 15'6"12RIGHT JIG = 14'10"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344621100GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27638724'9"438'1"1214'9"28'7"1529'6"9'11"1524'7"24'10"810'3'5"810"810"862'11"1'3"1'1"22'8"143'10"4'11"42'1"212'1"15T1T2T3T4T5B1B2B3B4B5B6W1W2W3W4W5W6W7W8W9W10W11W12W13W14W15W14W16W14W17W18W14W19W20W21W22W23W24W25(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)31210124X42X6(**)4X5(R)3X55X63X57X8(SRS)(R)3X54X86X86X85X56X85X54X55X75X74X83X57X86X83X55X83X54X5(R)4X7(R)R=824# U=20# RL=257/-207# W=3"8(Rigid Surface)R=3265# W=3"8(Rigid Surface)R=1446# W=3"8(Rigid Surface)9'10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #3W10,W11,W13,W14,W15,W16,W17,W19,W20 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X6 except as noted.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 15.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 17.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 71 23.42 52.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries. Do*** Page overflow in note placement. (RdNot)Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A7THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.0595 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A8OH RIGHT RAKE = 1'1"11LEFT JIG = 17'11"11RIGHT JIG = 14'10"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344520812GAH10-21-2021REV. 21.01.03A.0805.14QTY= 2 TOTAL= 2SEQ = 27638214'7"38'1"1213'2"1329'6"9'11"1514'4"1224'10"810'3'5"810"852'8"121'1"91'1"22'8"143'10"2'1"212'1"15T1T2T3T4B1B2B3B4B5W1W2W3W4W5W6W7W8W9W8W10W8W11W12W8W13W14W15W16W17W18W19M1(a)(a)(a)(a)(a)(a)(a)(a)(a)10124X7(G1)3X53X55X66X84X45X84X53X55X65X64X83X57X86X83X56X83X54X5(R)4X7(R)R=465# RL=267/-242# R=2639# U=44# W=3"8(Rigid Surface)R=1608# W=3"8(Rigid Surface)9'10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2W1,W2,W3,W6,W12,W15,W16,W17,W18,W19 2x4 SP #3;Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X6 except as noted.115 mph wind, 15.64 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 13.24 42.74Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 15.64 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1250 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A9OH RIGHT RAKE = 1'1"11LEFT JIG = 17'11"11RIGHT JIG = 14'10"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344520812GAH10-21-2021REV. 21.01.03A.0805.14QTY= 2 TOTAL= 2SEQ = 27669116'7"36'1"1213'2"1329'6"9'11"1516'4"1222'10"810'3'5"810"852'8"121'1"91'1"22'8"143'10"2'1"212'1"15T1T2T3T4B1B2B3B4B5W1W2W3W4W5W6W7W8W9W8W10W11W8W12W13W14W15W16W17W18M1(a)(a)(a)(a)(a)(a)(a)(a)10124X7(G1)2X63X86X85X72X64X54X55X65X64X82X67X82X66X86X82X64X5(R)4X7(R)R=744# RL=267/-242# R=2230# U=27# W=3"8(Rigid Surface)R=1630# W=3"8(Rigid Surface)9'10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2W1,W5,W11,W14,W15,W16,W17,W18 2x4 SP #3;Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.115 mph wind, 15.64 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 13.24 42.74Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 15.64 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A9THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1250 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A10OH RIGHT RAKE = 1'1"11LEFT JIG = 28'6"6RIGHT JIG = 14'10"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344360308GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27648936'3"826'3"99'11"1522'10"10'3'5"810"811'0"132'8"141'T1T2T3B1B2B3B4W1W2W1W3W1W4W5W1W6W7W8W9W10W11W12(a)(b)(b)(b)(b)(b)10124X52X64X53X53X54X54X83X52X35X72X65X83X56X82X63X54X5(R)3X5(R)R=1560# U=127# RL=96/-137# W=3"8(Rigid Surface)R=1624# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x4 SP #2Webs 2x4 SP #2 W5,W8,W9,W10,W11,W12 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(b) Continuous lateral restraint equally spaced on member.(a) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 26.30Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 16.63 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A10THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A11LEFT JIG = 17'11"11RIGHT JIG = 24'11"DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344350612GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27643116'7"18'11"1213'2"1322'3"1516'4"1219'2"35'6"121'1"91'1"211'0"1312'1"15T1T2T3B1B2W1W2W3W4W5W6W7W8W9W8W10W8M1(a)(a)(a)(a)(a)(b)(b)10124X10(G1)3X52X33X75X75X62X33X53X53X54X53X53X52X33X3R=815# RL=252/-96#R=1338# W=3"8(Rigid Surface)R=886#9'10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1Bot chord 2x4 SP #2Webs 2x4 SP #2 W1,W5 2x4 SP #3;Lt Stub Wedge: 2x8 SP SS Dense;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 21.79 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.(b) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 13.24 35.56Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 10.90 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A11THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.1875 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A12LEFT JIG = 17'11"11RIGHT JIG = 12'7"DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344190404GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27645910'8"85'10"813'2"136'1"716'4"122'10"1"819'4"41'1"91'1"211'0"1312'1"15T1T2B1B2W1W2W3W4W5W6W7W8W9W10W11W12W13W14M1M2M3M4M5M6M7M8M9M10M11M12(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)10123X33X53X33X33X75X73X33X35X62X63X53X53X33X7(R)R=97plf U=100plf RL=39/-10plf W=10'5"12(Rigid Surface)R=578# Rw=609# U=65# W=5"8(Rigid Surface)R=253# W=3"8(Rigid Surface)R=350# U=539# NAILED9'10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3W1,W2,W5,W6,W10,W11,W14,M8 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 15.64 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 10.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 73 13.24 19.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 7.82 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A12THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A13OH RIGHT RAKE = 5"3LEFT JIG = 15'6"12RIGHT JIG = 10'11"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158344241100GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 PLIES= 2 TOTAL= 2SEQ = 27668424'11"14'9"210'1"1424'5"81"84"1'1"21'3"12'3"124'11"413'4"14T1T2B1B2W1W2W3W4W5W6W7W8W9W10W11M12'450#2'450#2'450#2'450#2'0"122020#14'6"431210124X82X67X83X54X7(R)4X55X54X54X7(SRS)(R)4X54X74X52X64X4(R)R=3562# U=199# W=3"8(Rigid Surface)R=2215# U=106# W=3"8(Rigid Surface)9'10'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x6 SP #1Webs 2x4 SP #2Rt Bearing Leg: 2x6 SP #1;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 8.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 61 plf at 0.00 to 61 plf at 14.76 TC: From 66 plf at 14.76 to 66 plf at 24.92 BC: From 10 plf at 0.00 to 10 plf at 10.06 BC: From 20 plf at 10.06 to 20 plf at 24.58 BC: 450.35 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 BC: 2019.68 lb Conc. Load at 10.06(I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance.115 mph wind, 16.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.Calculated horizontal deflection is 0.11" due to live load and 0.22" due to dead load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A13THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.1875 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A14LEFT JIG = 13'8"9RIGHT JIG = 10'2"7DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344100605GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27658210'6"50"48'9"8T1B1M1M2M3M4M5M6M7M810123X5(D1)R=103plf U=100plf RL=32/-8plf W=10'6"5(Rigid Surface)10'10"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 M8 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 15.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A14THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A15LEFT JIG = 11'2"5RIGHT JIG = 8'3"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834480701GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765868'7"10"47'2"2T1B1W1W210123X5(D1)2X32X32X32X6R=86plf U=100plf RL=19/-7plf W=8'7"1(Rigid Surface)12'6"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 16.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A15THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A16LEFT JIG = 8'7"1RIGHT JIG = 6'3"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834460701GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765876'7"10"45'6"2T1B1W1W210123X5(D1)2X32X32X32X6R=86plf U=100plf RL=19/-7plf W=6'7"1(Rigid Surface)14'2"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.07 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A16THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A17LEFT JIG = 5'11"13RIGHT JIG = 4'3"4DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834440701GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765884'7"10"43'10"2T1B1W110123X5(D1)2X32X6R=86plf U=100plf RL=19/-6plf W=4'7"1(Rigid Surface)15'10"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.90 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A17THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A18LEFT JIG = 3'4"9RIGHT JIG = 2'3"6DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834420701GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765892'7"10"42'2"2T1B1W110123X5(D1)2X32X6R=85plf U=100plf RL=18plf W=2'7"1(Rigid Surface)17'6"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 18.74 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A18THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A19LEFT JIG = 3'8"6RIGHT JIG = 6'11"6DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158344100510GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27658510'5"103'7"6'10"100"46'7"1411"T1T2B1W1W2W331210123X5(D1)2X34X5(SRS)(R)2X32X32X32X6R=84plf RL=9/-4plf W=10'5"10(Rigid Surface)13'0"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 16.50 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 16.50 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A19THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A20LEFT JIG = 7'9"4RIGHT JIG = 5'7"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834451109GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765925'11"90"44'11"14T1B1W1W210123X5(D1)2X32X32X32X6R=86plf U=100plf RL=17/-7plf W=5'11"9(Rigid Surface)14'8"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.33 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 8.66 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A20THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A21LEFT JIG = 5'2"1RIGHT JIG = 3'7"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834431109GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765913'11"90"43'3"14T1B1W110123X5(D1)2X32X6R=86plf U=100plf RL=16/-6plf W=3'11"9(Rigid Surface)16'4"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 18.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 9.08 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A21THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A22LEFT JIG = 2'6"13RIGHT JIG = 1'7"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834411109GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765901'11"90"41'7"14T1B1W110123X5(D1)2X32X3R=167# U=3# RL=28# W=1'11"9(Rigid Surface)18'0"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 19.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 9.50 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A22THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A1 HatOH LEFT RAKE = 2"15OH RIGHT RAKE = 2"15LEFT JIG = 18'7"7RIGHT JIG = 18'7"7DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344271107GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2764757"1128'2"97"1114'9"14'9"29'6"12'1"141"1012'3"8T1T1B1B2M1M2M3M4M5M6M7M8M9M10M11M12M13M14M15M16M17M18M19M20(a)(b)(c)(c)(c)(a)(a)10122X6(A1)2X3(**)3X54X42X6(A1)R=31# Rw=262# U=242# RL=360/-360# W=5"7(Rigid Surface)R=131plf U=100plf W=28'2"9(Rigid Surface)R=9# Rw=25# U=13# W=5"7(Rigid Surface)21'1"1521'3"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3M8,M9,M10,M11,M12,M13,M14 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 21.74 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 14.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(b) 2x4 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(c) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 21.74 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A1 HatTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A2 HatOH LEFT RAKE = 2"15OH RIGHT RAKE = 2"15LEFT JIG = 18'7"7RIGHT JIG = 18'7"7DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344271107GAH10-21-2021REV. 21.01.03A.0805.14QTY= 19 TOTAL= 19SEQ = 2764687"1128'2"97"1114'9"14'9"29'6"12'1"141"1012'3"8T1T1B1B2M1M2M3M4M3M2M1(a)(a)(a)10122X6(A1)3X54X42X6(A1)R=44# Rw=265# U=241# RL=360/-360# W=5"7(Rigid Surface)R=130plf U=100plf W=28'2"9(Rigid Surface)R=41# U=4# W=5"7(Rigid Surface)21'1"1521'3"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 M3,M4 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 21.74 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 14.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 21.74 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A2 HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A3 HatOH LEFT RAKE = 2"15LEFT JIG = 18'7"7RIGHT JIG = 14'3"14DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344210501GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27648022'3"1514'9"7'6"155'10"212'1"141"1012'3"8T1T2B1B2W1M1M2M3M4M3(a)(a)(a)10122X6(A1)3X54X42X6R=34# Rw=227# U=182# RL=292/-253# W=5"7(Rigid Surface)R=131plf U=100plf W=21'8"3(Rigid Surface)21'1"1521'3"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 M3,M4 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 21.74 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 14.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 21.74 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A3 HatTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A4 HatOH LEFT RAKE = 2"15LEFT JIG = 7'4"11RIGHT JIG = 6'1"7DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-15834450209GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2764846'1"74'11"91"105'1"3T1B1M1M2M3M410122X6(A1)R=0# Rw=105# U=42# RL=136/-56# W=5"7(Rigid Surface)R=131plf U=100plf W=5'5"11(Rigid Surface)21'1"1521'3"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 18.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 18.14 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / A4 HatTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B1OH LEFT RAKE = 11"1LEFT JIG = 16'5"RIGHT JIG = 17'8"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344330400GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27645014'16'0"63'0"23"815'5"114'11"712'10"1430'0"63'3"1010"833'4"2'6"23"151'4"77'11"1512'1"8T1T2T3B1B2B3M1M2M3M4M5M6M7M8M9M10M11M12M13M14M13M12M11M15M16M17M18M19M19M19(a)(a)(a)412101210123X5(A1)2X3(**)3X53X54X5(R)3X5R=106plf U=100plf RL=21/-17plf W=14'(Rigid Surface)R=109plf U=100plf W=16'0"6(Rigid Surface)R=76plf U=100plf W=3'0"2(Rigid Surface)R=42# Rw=46# U=17# W=3"8(Rigid Surface)20'2"1417'8"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 M14 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 24.48 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(a) 1x4 #3SRB SPF-S or better "L" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Shim all supports to solid bearing.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / B1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B2OH LEFT RAKE = 11"1LEFT JIG = 16'5"RIGHT JIG = 17'8"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344330400GAH10-21-2021REV. 21.01.03A.0805.14QTY= 6 TOTAL= 6SEQ = 27669433'4"15'5"114'11"712'10"1430'0"63'3"1010"82'6"23"151'4"77'11"1512'1"8T1T2T3B1B2B3W1W2W3W4W5W6W5W7W8W9W10W11W10W11(a)412101210123X8(A1)2X33X53X5H03083X55X6(SRS)(R)4X5(R)4X83X53X53X8H0508(SRS)4X54X52X64X5R=1437# U=256# RL=258/-215# W=3"8(Rigid Surface)R=1431# U=212# W=3"8(Rigid Surface)20'2"1417'8"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W6 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.48 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Calculated horizontal deflection is 0.17" due to live load and 0.37" due to dead load.(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / B2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B3OH LEFT RAKE = 11"1LEFT JIG = 16'5"RIGHT JIG = 2'10"5DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344330400GAH10-21-2021REV. 21.01.03A.0805.14QTY= 2 PLIES= 2 TOTAL= 4SEQ = 27637233'4"15'5"114'11"711'6"71'4"730'0"63'3"1010"82'6"23"157'11"1512'1"8T1T2T3T4B1B2B3W1W2W3W4W5W6W5W7W8W9W10W9W11W1232'1"12818#1'2"15412101210123X5(A1)2X33X53X53X53X54X5(SRS)(R)4X5(R)3X73X53X53X105X7(SRS)5X8(SRS)6X82X65X7(R)R=1538# U=295# W=3"8(Rigid Surface)R=4142# U=784# W=3"8(Rigid Surface)20'2"1417'8"122 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W6 2x4 SP #2;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 61 plf at -0.88 to 61 plf at 15.47 TC: From 66 plf at 15.47 to 66 plf at 31.96 TC: From 61 plf at 31.96 to 61 plf at 33.33 BC: From 4 plf at -0.88 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 30.03 BC: From 26 plf at 30.03 to 26 plf at 33.33 TC: 2818.00 lb Conc. Load at 32.09115 mph wind, 25.05 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.Calculated horizontal deflection is 0.14" due to live load and 0.28" due to dead load.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 16 31.96 33.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / B3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B4OH LEFT RAKE = 11"1LEFT JIG = 16'5"RIGHT JIG = 15'0"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344311109GAH10-21-2021REV. 21.01.03A.0805.14QTY= 3 TOTAL= 3SEQ = 27634131'11"915'5"114'11"710'9"128"1130'0"61'11"310"83"157"45'5"139'7"69'10"10T1T2T3B1B2B3W1W2W3W4W5W6W5W7W8W9(a)41210124X5(A2)2X33X53X5H03083X55X6(SRS)(R)4X5(R)3X103X54X10(R)3X52X34X5(D1)R=1370# U=269# RL=228/-168# W=3"8(Rigid Surface)R=1356# U=217#H = H120'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B3 2x8 SP SS Dense;Webs 2x4 SP #3 W6 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.06 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / B4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B5OH LEFT RAKE = 11"1LEFT JIG = 16'5"RIGHT JIG = 13'2"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344330400GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27639916'10"813'1"143'3"1015'5"115'3"48'4'7"130'0"610"833'4"2'6"23"158'6"127'11"1512'4"11T1T2T3T4B1B2B3W1W2W3W4W5W6W7W8W9W10W7W11W12W13W14W15W16W17M1M2M3M4M5M6M7M8M9M10(a)(a)(a)(a)(a)(a)(a)(a)412101210123X5(A1)3X53X53X53X5H05083X55X53X33X33X78X103X35X10(SRS)3X34X53X5R=764# U=123# RL=233/-110# W=3"8(Rigid Surface)R=245plf U=100plf W=13'1"14(Rigid Surface)R=-446# Rw=109# U=143# W=3"8(Rigid Surface)20'2"1417'8"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W6,W7,W9,W12,W13,W17 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.Negative reaction(s) of -446# MAX. (See below) from a non-wind load case requires uplift connection.115 mph wind, 26.86 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 10.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.In lieu of structural panels use purlins to brace all flat TC @ 96" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Shim all supports to solid bearing.MWFRS loads based on trusses located at least 13.43 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / B5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B6OH LEFT RAKE = 11"1LEFT JIG = 16'5"RIGHT JIG = 5'8"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158344170108GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27641817'1"815'5"111'7"1310"83"156'10"65'5"137'1"10T1T2B1W1W2W3W4W5W641210122X6(A1)2X33X53X53X54X5(SRS)(R)2X33X5(R)R=760# U=40# RL=145# W=3"8(Rigid Surface)R=708# U=78# W=3"8(Rigid Surface)20'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.69 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 11.84 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / B6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B7OH LEFT RAKE = 11"1LEFT JIG = 16'5"RIGHT JIG = 5'8"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344170108GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27652017'1"815'5"111'7"1310"83"156'10"65'5"137'1"10T1T2B1W1M1M2M3M4M5M6M7M8M9M1041210122X6(A1)4X5(SRS)(R)R=105plf U=100plf RL=16plf W=17'1"8(Rigid Surface)20'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 23.69 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 10.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 11.84 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / B7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B HatOH LEFT RAKE = 2"15OH RIGHT RAKE = 2"15LEFT JIG = 4'7"10RIGHT JIG = 4'7"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-15834460809GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2766877"116'8"97"114'4'8'3'2"61"103'4"T1T1B1M1M2M110122X6(A1)4X42X6(A1)R=7# Rw=68# U=60# RL=88/-88# W=5"7(Rigid Surface)R=133plf U=100plf W=6'8"9(Rigid Surface)R=7# Rw=10# U=2# W=5"7(Rigid Surface)30'1"730'3"1Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 26.86 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 13.43 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / B HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.7500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = COH LEFT RAKE = 2'5"5LEFT JIG = 12'7"7RIGHT JIG = 10'7"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-15834481008GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2764548'9"1'10"81"88'10"81'6"148'11"109'4"1T1B1W1W2M1M2M3M4M5(a)10123X52X62X6R=123plf RL=47/-14plf W=8'9"(Rigid Surface)R=13/-9# Rw=187# U=700# NAILED10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1,W2 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Fasten rated sheathing to one face of this frame.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / CTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C1OH LEFT RAKE = 2'5"5LEFT JIG = 12'7"7RIGHT JIG = 10'7"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15834481008GAH10-21-2021REV. 21.01.03A.0805.14QTY= 3 TOTAL= 3SEQ = 2764428'9"1'10"81"88'10"81'6"148'11"109'4"1T1B1W1W2W3W4W5(a)10123X72X33X53X53X5(R)2X3R=524# RL=199/-108# W=5"8(Rigid Surface)R=370# U=115# NAILED10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1,W5 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / C1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C2OH LEFT RAKE = 2'5"5LEFT JIG = 13'5"RIGHT JIG = 10'7"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15834481008GAH10-21-2021REV. 21.01.03A.0805.14QTY= 3 TOTAL= 3SEQ = 2764376'1"45'11"2'10"1'10"81"88'10"82'8"1'1"28'11"1010'0"12T1B1B2W1W2W3W4W5W6(a)10123X73X55X62X63X53X5(R)2X3R=481# RL=133/-108# W=5"8(Rigid Surface)R=179# W=3"8(Rigid Surface)R=272# U=77# NAILED9'10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x6 SP #1; W6 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / C2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C3OH LEFT RAKE = 2'5"5LEFT JIG = 4'8"5RIGHT JIG = 4'5"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15834420808GAH10-21-2021REV. 21.01.03A.0805.14QTY= 4 TOTAL= 4SEQ = 2764452'7"1'10"81"82'8"81'6"143'9"154'2"6T1B1W1W2W310123X72X63X5(R)2X3R=293# RL=84/-64# W=5"8(Rigid Surface)R=71# Rw=73# U=54# NAILED10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / C3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = DOH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 4'10"13RIGHT JIG = 4'10"13DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2763567'3'6"3'6"1'2"81'2"86"33'5"34'3"10T1T1B1M1M2M3M2M110124X4(B1)4X44X4(B1)R=124plf U=100plf RL=19/-19plf W=7'(Rigid Surface)20'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 21.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / DTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = D1OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 4'10"13RIGHT JIG = 4'10"13DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 3 TOTAL= 3SEQ = 2763537'3'6"3'6"1'2"81'2"86"33'5"34'3"10T1T1B1W110124X4(B1)4X42X34X4(B1)R=387# U=57# RL=115/-115# W=3"8(Rigid Surface)R=387# U=57# W=3"8(Rigid Surface)20'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 21.71 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / D1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = D2LEFT JIG = 4'10"13RIGHT JIG = 4'10"13DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 PLIES= 2 TOTAL= 2SEQ = 2763666'11"3'6"3'6"7'6"33'5"3T1T1B1W1W2W3W2W12'4"81356#2'1356#2'1356#7"810122X6(B1)3X33X54X44X73X53X32X6(B1)R=1805# U=294# W=3"(Rigid Surface)R=2818# U=466# W=3"(Rigid Surface)20'2"142 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 66 plf at 0.00 to 66 plf at 7.00 BC: From 20 plf at 0.00 to 20 plf at 2.38 BC: From 10 plf at 2.38 to 10 plf at 7.00 BC: 1355.63 lb Conc. Load at 2.38, 4.38, 6.38115 mph wind, 22.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / D2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = D3OH LEFT RAKE = 9"3OH RIGHT RAKE = 9"3LEFT JIG = 4'0"12RIGHT JIG = 4'0"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2763505'9"152'10"152'10"157"17"14"132'9"153'3"9T1T1B1W110122X6(A1)4X42X32X6(A1)R=100plf U=100plf RL=14/-14plf W=5'9"15(Rigid Surface)20'10"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 22.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 11.11 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / D3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = D4LEFT JIG = 2'1"10RIGHT JIG = 2'1"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834430301GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2763573'3"11'7"91'7"90"41'4"9T1T1B1W110123X5(D1)4X42X33X5(D1)R=85plf U=100plf RL=-7plf W=3'3"1(Rigid Surface)22'3"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 11.56 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / D4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = EOH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 8'4"12RIGHT JIG = 8'4"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344100700GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27667310'7"5'3"85'3"81'2"81'2"82'1"56'6"4T1T1B1M1M2M3M4M5M4M3M2M110122X64X42X6R=121plf U=100plf RL=16/-16plf W=10'7"(Rigid Surface)9'Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Calculated horizontal deflection is 0.14" due to live load and 0.13" due to dead load.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Fasten rated sheathing to one face of this frame.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / ETHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = E1OH RIGHT RAKE = 1'6"14LEFT JIG = 8'4"12RIGHT JIG = 8'4"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344100700GAH10-21-2021REV. 21.01.03A.0805.14QTY= 5 TOTAL= 5SEQ = 27666910'7"5'3"85'3"81'2"82'1"56'6"4T1T2B1W1W2W3W2W110123X5(R)2X64X5(R)3X73X52X6R=450# U=25# RL=131/-117#H = H1R=546# U=32# W=3"8(Rigid Surface)9'Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / E1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = E2OH RIGHT RAKE = 1'6"14LEFT JIG = 8'4"12RIGHT JIG = 8'4"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344100700GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 PLIES= 2 TOTAL= 2SEQ = 27667610'7"5'3"85'3"81'2"82'1"56'6"4T1T2B1W1W2W3W2W18"465#2'465#2'744#2'744#2'815#1'11"10123X52X34X45X73X53X3R=2020#H = H1R=2105# W=3"8(Rigid Surface)9'2 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 66 plf at 0.00 to 66 plf at 11.79 BC: From 10 plf at 0.00 to 10 plf at 10.58 BC: From 5 plf at 10.58 to 5 plf at 11.79 BC: 464.63 lb Conc. Load at 0.67, 2.67 BC: 744.41 lb Conc. Load at 4.67, 6.67 BC: 815.38 lb Conc. Load at 8.67115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.(J) Hanger Support Required, by othersDeflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / E2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = E3LEFT JIG = 6'0"11RIGHT JIG = 6'0"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834490307GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765939'3"74'7"114'7"110"43'10"11T1T1B1W110123X5(D1)4X42X33X5(D1)R=86plf U=100plf RL=9/-9plf W=9'3"7(Rigid Surface)11'7"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / E3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = E4LEFT JIG = 3'5"7RIGHT JIG = 3'5"7DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834450307GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765945'3"72'7"112'7"110"42'2"11T1T1B1W110123X5(D1)4X42X33X5(D1)R=85plf RL=8/-8plf W=5'3"7(Rigid Surface)13'3"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / E4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = FOH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 10'9"1RIGHT JIG = 10'9"1DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2766034'2'6"7'3'6"3'6"1'2"81'2"87'3"110'2"1T1T1B1W1W2W3W4W4W3W2W1M1M2M3M4M1M2(a)(a)(a)(a)(a)(a)10123X52X63X53X33X34X43X33X33X53X52X6R=144plf U=100plf RL=18/-18plf W=7'(Rigid Surface)12'Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W3 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 20.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 5.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / FTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = F1OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 10'3"7RIGHT JIG = 10'3"7DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765997'3'6"3'6"1'2"81'2"86'9"29'8"2T1T1B1W1W2W3W2W1(a)10123X52X64X43X73X52X6R=111plf U=100plf RL=16/-16plf W=7'(Rigid Surface)12'5"15Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W3 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 20.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / F1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = F2OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 9'9"13RIGHT JIG = 9'9"13DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2766067'3'6"3'6"1'2"81'2"86'3"29'2"2T1T1B1W1W2W3W2W1(a)10123X52X64X43X73X52X6R=111plf U=100plf RL=16/-16plf W=7'(Rigid Surface)12'11"15Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W3 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 20.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 10.11 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / F2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = F3OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 9'4"4RIGHT JIG = 9'4"4DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2766097'3'6"3'6"1'2"81'2"85'9"28'8"2T1T1B1W1W2W3W2W1(a)10123X52X64X43X73X52X6R=111plf U=100plf RL=16/-16plf W=7'(Rigid Surface)13'5"15Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W3 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 20.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 10.11 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / F3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = F4OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 8'10"10RIGHT JIG = 8'10"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2766127'3'6"3'6"1'2"81'2"85'3"8'2"T1T1B1W1W2W3W2W110123X52X64X43X73X52X6R=111plf U=100plf RL=16/-16plf W=7'(Rigid Surface)14'0"1Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 20.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 10.11 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / F4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = F5OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 7'4"10RIGHT JIG = 7'4"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2766157'3'6"3'6"1'2"81'2"83'7"6'6"T1T1B1W1W2W3W2W110123X52X64X43X73X52X6R=111plf U=100plf RL=16/-16plf W=7'(Rigid Surface)15'8"1Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 20.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 10.11 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / F5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = F6OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 5'11"10RIGHT JIG = 5'11"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2766187'3'6"3'6"1'2"81'2"81'11"4'10"T1T1B1W1W2W3W2W110123X52X64X43X73X52X6R=111plf U=100plf RL=16/-16plf W=7'(Rigid Surface)17'4"1Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 20.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 10.11 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / F6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = F7LEFT JIG = 4'8"10RIGHT JIG = 4'8"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-1583447GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2766217'3'6"3'6"3"3'2"T1T1B1W110123X5(D1)4X42X33X5(D1)R=85plf RL=10/-10plf W=7'(Rigid Surface)19'0"1Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 20.73 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 20.73 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / F7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = F8LEFT JIG = 2'3"15RIGHT JIG = 2'3"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834430610GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2766243'6"101'9"51'9"50"41'6"T1T1B1W110123X5(D1)4X42X33X5(D1)R=85plf RL=8/-8plf W=3'6"10(Rigid Surface)20'8"1Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 21.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 21.57 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / F8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = GOH LEFT RAKE = 1'1"11OH RIGHT RAKE = 1'1"11LEFT JIG = 13'10"15RIGHT JIG = 13'10"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344200708GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2766602"1220'2"2"1210'3"1210'3"1220'7"810"810"88"149'4"9'8"7T1T1B1B2W1W2W2 W1M1M2M3M4M5M6M7M8M9M10M11M9M10M7M8M5M6M4M3M2M1M12M1210124X10(G7)3X53X53X56X10(R)3X53X54X10(G7)R=1149# U=66# RL=262/-262# W=4"8(Rigid Surface)R=1149# U=66# W=4"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2,M11 2x4 SP #2;Lt Stub Wedge: 2x8 SP SS Dense;Rt Stub Wedge: 2x8 SP SS Dense;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windTruss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / GTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = G1OH LEFT RAKE = 1'1"11OH RIGHT RAKE = 1'1"11LEFT JIG = 13'10"15RIGHT JIG = 13'10"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344200708GAH10-21-2021REV. 21.01.03A.0805.14QTY= 3 TOTAL= 3SEQ = 2766562"1220'2"2"1210'3"1210'3"1220'7"810"810"88"149'4"9'8"7T1T1B1B2W1W2W2 W1M1M110123X10(G1)2X33X53X54X43X52X33X10(G1)R=950# U=53# RL=233/-233# W=4"8(Rigid Surface)R=950# U=53# W=4"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x4 SP #2;Lt Stub Wedge: 2x8 SP SS Dense;Rt Stub Wedge: 2x8 SP SS Dense;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / G1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = G2OH LEFT RAKE = 1'1"11LEFT JIG = 13'10"15RIGHT JIG = 13'10"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344200708GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27666612'5"47'11"82"1210'3"1210'3"1220'7"810"88"149'4"9'8"7T1T2B1B2W1W2W2W3M1M210123X7(G1)2X33X53X54X43X52X33X8(G1)R=856# U=55# RL=212/-222# W=3"8(Rigid Surface)R=217# W=3"8(Rigid Surface)R=763# U=47# W=4"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x4 SP #2;Lt Stub Wedge: 2x4 SP #3;Rt Stub Wedge: 2x8 SP SS Dense;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / G2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = G3OH LEFT RAKE = 1'1"11LEFT JIG = 13'10"15RIGHT JIG = 12'11"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344190400GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27663619'4"10'3"129'0"410"88"141'9"139'4"9'8"7T1T2B1W1W2W2 W1W3W4M110123X7(G1)2X33X54X43X53X52X33X5(R)R=895# U=50# RL=203/-206# W=3"8(Rigid Surface)R=830# U=44# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x4 SP #2;Lt Stub Wedge: 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / G3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = G4OH LEFT RAKE = 1'1"11LEFT JIG = 13'10"15RIGHT JIG = 12'11"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344190400GAH10-21-2021REV. 21.01.03A.0805.14QTY= 4 TOTAL= 4SEQ = 27664319'4"10'3"129'0"413'10"3'11"81'6"810"88"141'9"131'9'4"9'8"7T1T2B1B2B3W1W2W3W4W5W6W7W8W9W10M110123X7(G1)2X33X74X45X62X62X33X56X82X33X53X5(R)R=895# U=50# RL=203/-206# W=3"8(Rigid Surface)R=830# U=43# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2,W4 2x4 SP #2;Lt Stub Wedge: 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / G4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = G5LEFT JIG = 13'10"15RIGHT JIG = 12'11"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344190400GAH10-21-2021REV. 21.01.03A.0805.14QTY= 2 TOTAL= 2SEQ = 27664719'4"10'3"129'0"413'10"3'11"81'6"88"141'9"131'9'4"T1T2B1B2B3W1W2W3W4W5W6W7W8W9W10M110123X7(G1)2X33X74X45X62X62X33X56X82X33X53X5(R)R=832# U=42# RL=192/-185# W=3"8(Rigid Surface)R=832# U=43# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2,W4 2x4 SP #2;Lt Stub Wedge: 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.13 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 7.57 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / G5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = G6LEFT JIG = 13'10"15RIGHT JIG = 12'11"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344190400GAH10-21-2021REV. 21.01.03A.0805.14QTY= 3 TOTAL= 3SEQ = 27663319'4"10'3"129'0"48"141'9"139'4"T1T2B1W1W2W2 W1W3W4M110123X7(G1)2X33X54X43X53X52X33X5(R)R=832# RL=192/-185# W=3"8(Rigid Surface)R=832# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x4 SP #2;Lt Stub Wedge: 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.13 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.MWFRS loads based on trusses located at least 15.13 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / G6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = G7LEFT JIG = 13'10"15RIGHT JIG = 12'11"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344190400GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 PLIES= 2 TOTAL= 2SEQ = 27663019'4"10'3"129'0"48"141'9"139'4"T1T2M1B1W1W2W3W4W5W4W3W2W1W6W7BL1BL22'1771#2'1771#2'1771#2'1771#2'1771#2'1771#2'1771#2'1771#2'1771#1'4"10126X8(B2)3X53X83X75X8(R)4X84X7(R)7X83X74X8(R)3X55X87X8(R)5X8R=8496# U=902# W=3"8(Rigid Surface)R=8917# U=945# W=3"8(Rigid Surface)10'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x6 SP 2400f-2.0EWebs 2x4 SP #2Lt Slider: 2x4 SP #3; block length = 1.500'Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 66 plf at 0.00 to 66 plf at 19.33 BC: From 10 plf at 0.00 to 10 plf at 19.33 BC: 1771.46 lb Conc. Load at 2.00, 4.00, 6.00, 8.0010.00,12.00,14.00,16.00,18.00Brg blocks:0.128"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 4 Rigid Surface 2 19.042' 1 12" 4 Rigid SurfaceBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.(I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance.115 mph wind, 15.13 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / G7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HOH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 16'10"10RIGHT JIG = 16'10"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-158344281100GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27656228'11"12'5"84'12'5"81'2"81'2"81'0"311'4"1211'9"4T1T2T1B1B2W1W2W3W4W5W6W5W4W3W2W1M1M2M3M4M5M6M7M8M9M10M11M12M13M14M14M13M12M11M9M10M7M8M5M6M4M3M2M1(a)(a)(a)(a)10124X5(R)2X64X43X53X55X73X55X73X73X54X44X5(R)2X6R=1697# U=103# RL=330/-330# W=3"8(Rigid Surface)R=1697# U=103# W=3"8(Rigid Surface)12'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2,W4,W5,W6,M11,M12 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 18.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 48 12.46 16.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / HTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H1OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 16'10"10RIGHT JIG = 16'10"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158344281100GAH10-21-2021REV. 21.01.03A.0805.14QTY= 8 TOTAL= 8SEQ = 27656528'11"12'5"84'12'5"81'2"81'2"81'0"311'4"1211'9"4T1T2T1B1B2W1W2W3W4W5W6W5W4W3W2W1(a)(a)10123X5(R)2X63X53X53X55X73X55X73X73X53X53X5(R)2X6R=1330# U=84# RL=294/-294# W=3"8(Rigid Surface)R=1330# U=84# W=3"8(Rigid Surface)12'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #2 W1,W3 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 18.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 48 12.46 16.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / H1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H2LEFT JIG = 16'4"12RIGHT JIG = 16'7"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158344250211GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27654025'2"1112'5"812'9"33"50"410'7"14T1T1B1B2W1W2W3W2W1(a)10123X5(D1)2X32X32X32X34X42X33X52X32X32X32X33X5(D1)R=86plf U=100plf RL=10/-10plf W=25'2"11(Rigid Surface)14'6"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W3 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 19.98 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.(a) 2x4 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 9.99 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / H2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H3LEFT JIG = 14'0"5RIGHT JIG = 14'0"5DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158344210605GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27654321'6"510'9"310'9"30"48'11"14T1T1B1B2W1W2W3W2W1(a)10123X5(D1)2X32X32X32X34X42X33X52X32X32X32X33X5(D1)R=86plf U=100plf RL=10/-10plf W=21'6"5(Rigid Surface)16'2"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W3 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 20.81 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 10.40 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / H3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H4LEFT JIG = 11'5"1RIGHT JIG = 11'5"1DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158344170605GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27653217'6"58'9"38'9"30"47'3"14T1T1B1W1W2W110123X5(D1)2X32X34X42X32X32X33X5(D1)R=86plf U=100plf RL=10/-10plf W=17'6"5(Rigid Surface)17'10"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 21.64 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 10.82 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / H4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H5LEFT JIG = 8'9"13RIGHT JIG = 8'9"13DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158344130605GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 27653313'6"56'9"36'9"30"45'7"14T1T1B1W1W2W110123X5(D1)2X32X34X42X32X32X33X5(D1)R=86plf U=100plf RL=9/-9plf W=13'6"5(Rigid Surface)19'6"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 22.48 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 11.24 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / H5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H6LEFT JIG = 6'2"9RIGHT JIG = 6'2"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834490605GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765349'6"54'9"34'9"30"43'11"14T1T1B1W110123X5(D1)4X42X33X5(D1)R=86plf U=100plf RL=9/-9plf W=9'6"5(Rigid Surface)21'2"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.31 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 11.65 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / H6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H7LEFT JIG = 3'7"5RIGHT JIG = 3'7"5DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834450605GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765355'6"52'9"32'9"30"42'3"14T1T1B1W110123X5(D1)4X42X33X5(D1)R=85plf U=100plf RL=9/-9plf W=5'6"5(Rigid Surface)22'10"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.See DWG VAL160101014 for valley details.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / H7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H8LEFT JIG = 1'0"5RIGHT JIG = 1'6"5DESIGN CRIT=IRC2012 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15834410605GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765461'6"50"47"4B1R=17# Rw=22# W=1'6"5(Rigid Surface)24'6"Value Set: 13B (Effective 6/1/2013)Top chordBot chord 2x8 SP SS DenseLumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Snow loading based on an unobstructed roof. Complete drainage required.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Truss must be installed as shown with top chord up.See DWG VAL160101014 for valley details.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / H8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H HatOH LEFT RAKE = 2"15OH RIGHT RAKE = 2"15LEFT JIG = 2'0"9RIGHT JIG = 2'0"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-15834420809GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765567"112'8"97"112'2'4'1'6"61"101'8"T1T1B1W110124X42X3R=16# Rw=35# U=23# RL=40/-40# W=5"7(Rigid Surface)R=135plf U=100plf W=2'8"9(Rigid Surface)R=16# U=2# W=5"7(Rigid Surface)23'5"1423'7"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X6(A1) except as noted.115 mph wind, 18.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / H HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H1 HatLEFT JIG = 2'7"4RIGHT JIG = 2'3"4DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-15834420809GAH10-21-2021REV. 21.01.03A.0805.14QTY= 8 TOTAL= 8SEQ = 2765534'2'2'1'8"T1T11012R=117# U=26# RL=36/-36# W=5"7(Rigid Surface)R=117# U=26# W=5"7(Rigid Surface)23'5"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chordLumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.115 mph wind, 18.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 10.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Shim all supports to solid bearing.MWFRS loads based on trusses located at least 9.32 ft. from roof edge.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / H1 HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = JOH LEFT RAKE = 1'6"14LEFT JIG = 3'4"2RIGHT JIG = 3'2"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"GABLJOB #: Q-1583442GAH10-21-2021REV. 21.01.03A.0805.14QTY= 1 TOTAL= 1SEQ = 2765712'1'2"81'0"32'8"33'0"10T1B1W1M1M210122X63X3R=291# U=158# RL=164/-48# W=2'(Rigid Surface)12'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unlessspecified otherwise.See DWGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Fasten rated sheathing to one face of this frame.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / JTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000 TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea 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 drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.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.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. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = J1OH LEFT RAKE = 1'6"14LEFT JIG = 3'4"2RIGHT JIG = 3'2"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-1583442GAH10-21-2021REV. 21.01.03A.0805.14QTY= 8 TOTAL= 8SEQ = 2765682'1'2"81'0"32'8"33'0"10T1B1W1W2W310123X52X32X33X5(R)R=198# RL=58/-43# W=5"8(Rigid Surface)R=60# U=33#H = H112'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40 psf.Job:(Q-158344) /Chisholm Lumber & Supply /90N / Deardorff Res. / / J1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000