HomeMy WebLinkAbout310JGN - 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.orgOH LEFT RAKE = 1'5"7OH RIGHT RAKE = 1'5"7LEFT JIG = 19'11"6RIGHT JIG = 16'8"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-157567451100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 26089313'11"87'11"812'12'16'4"1216'13'6"421'11"24'1'2"81'2"845'11"5"31'6"109"92'4"311'4"612'1"1T1T2T3T4M1B1B2B3B4W1M2M3M4M5M6M7M8M9M10M11M12M13M14M14M14M15M15M15M15M15M15M15M16M17M18M19M20M21M22M23M24(a)(b)(b)(c)(d)(d)(d)(d)(b)(b)(b)(b)(b)(b)(b)(b)(b)812R=92plf U=100plf RL=18/-17plf W=13'11"8(Rigid Surface)R=88plf W=7'11"8(Rigid Surface)R=119plf W=12'(Rigid Surface)R=87plf U=100plf W=12'(Rigid Surface)8'6"810'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B3 2x4 SP #1;Webs 2x4 SP #2M2,M3,M4,M5,M6,M7,M8,M9,M18,M19,M20,M21,M22,M23,M24 2x4 SP #3;Rt Slider: 2x4 SP #3; block length = 2.073'Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X6 except as noted.(**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 16.70 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Truss designed to support 0-8-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" spanopposite face. Top chord must not be cut or notched, unless specified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(b) 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) 2x4 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc.(d) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc.(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 75 16.40 32.40Apply 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, shippingand 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / A1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1014
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.orgOH LEFT RAKE = 1'5"7OH RIGHT RAKE = 1'5"7LEFT JIG = 19'11"6RIGHT JIG = 16'8"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"COMNJOB #: Q-157567451100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 3 TOTAL= 3SEQ = 26083522'1"423'9"1216'4"1216'13'6"421'11"24'1'2"81'2"845'11"5"31'6"109"92'4"311'4"612'1"1T1T2T3T4M1B1B2B3B4W1W2W3W4W5W6W7W8W8W9W10W11(a)(a)(a)(a)(a)812R=968# U=59# RL=277/-264# W=3"8(Rigid Surface)R=2020# W=3"8(Rigid Surface)R=1050# U=31# W=3"8(Rigid Surface)8'6"810'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B3 2x4 SP #1;Webs 2x4 SP #2 W1,W2,W6,W10,W11 2x4 SP #3;Rt Slider: 2x4 SP #3; block length = 2.073'Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 16.70 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.(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 16.40 32.40Apply 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, shippingand 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / A2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1694
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.orgOH LEFT RAKE = 1'5"7LEFT JIG = 19'11"6RIGHT JIG = 11'9"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"COMNJOB #: Q-157567381100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 26084822'1"416'9"1216'4"1216'6'6"421'11"17'1'2"838'11"5"31'6"105'5"97'0"311'4"612'1"1T1T2T3T4B1B2B3W1W2W3W4W5W6W7W8W8W9W10W11(a)(a)(a)(a)(a)812R=1055# RL=209/-173# W=3"8(Rigid Surface)R=1548# U=4# W=3"8(Rigid Surface)R=751# W=3"8(Rigid Surface)8'6"810'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B3 2x4 SP #1;Webs 2x4 SP #2 W1,W2,W6,W10,W11 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.(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 16.40 32.40Apply 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=15.40psf.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / A3THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.2040
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.orgLEFT JIG = 19'11"6RIGHT JIG = 11'9"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"COMNJOB #: Q-157567381100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 26086622'1"416'9"1216'4"1216'6'6"419'9"82'2"16'11"838'11"5"31'6"105'5"97'0"33'6"1011'4"6T1T2T3B1B2B3W1W2W3W4W5W6W7W8W9W10W11W9W12W13W14W15(a)(b)(c)(c)(c)812R=868# RL=197/-151# W=3"8(Rigid Surface)R=1787# U=70# W=3"8(Rigid Surface)R=664# W=3"8(Rigid Surface)8'6"810'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B3 2x4 SP SS Dense;Webs 2x4 SP #3W3,W4,W7,W9,W11,W12,W13 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.115 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.(a) Continuous lateral restraint equally spaced on member.(c) 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) #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 16.40 32.40Apply 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=15.40psf.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / A4THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.1818
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.orgLEFT JIG = 19'11"6RIGHT JIG = 11'9"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"COMNJOB #: Q-157567381100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2608737'10"431'0"1216'4"1216'6'6"47'8"12'1"82'2"16'11"838'11"5"31'6"105'5"97'0"33'6"1011'4"6T1T2T3B1B2B3B4W1W2W3W4W5W6W7W8W7W9W10W7W11W4W12W13(a)(a)(a)(b)812R=344# RL=197/-151#H = H1R=1620# U=73# W=3"8(Rigid Surface)R=1310# W=3"8(Rigid Surface)8'6"810'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B2 2x4 SP SS Dense;Webs 2x4 SP #3 W4,W7,W10,W11 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X6 except as noted.115 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.(J) Hanger Support Required, by others(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) 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 56 16.40 32.40Apply 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=15.40psf.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / A5THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.1894
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.orgLEFT JIG = 19'11"6RIGHT JIG = 11'9"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"COMNJOB #: Q-157567381100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 2608857'10"431'0"1216'4"1216'6'6"47'8"31'3"38'11"5"31'6"105'5"97'0"311'4"6T1T2T3B1B2B3W1W2W3W4W5W6W5W4W7W8(a)(a)(a)(a)812R=353# RL=197/-151#H = H1R=1608# U=74# W=3"8(Rigid Surface)R=1313# W=3"8(Rigid Surface)8'6"810'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B2 2x4 SP SS Dense;Webs 2x4 SP #3 W4,W5,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, 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.(J) Hanger Support Required, by others(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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 41 16.40 32.40Apply 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=15.40psf.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / A6THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.2044
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.orgOH LEFT RAKE = 1'5"7OH RIGHT RAKE = 1'3"11LEFT JIG = 19'11"6RIGHT JIG = 7'4"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-157567481100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 5 TOTAL= 5SEQ = 26080922'1"426'9"1216'4"1216'9'10"46'8"21'11"27'1'2"81'2"848'11"5"31'6"105"92'0"34'9"811'4"612'1"1T1T2T3T4T5B1B2B3B4W1W2W3W4W5W6W7W8W8W9W10W11W12(a)(a)(a)(a)(a)812512R=756# U=63# RL=260/-264# W=3"8(Rigid Surface)R=2484# U=185# W=3"8(Rigid Surface)R=997# U=89# W=3"8(Rigid Surface)8'6"810'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B3 2x4 SP SS Dense;Webs 2x4 SP #2 W1,W2,W6,W10,W11,W12 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 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.(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 16.40 32.40Apply 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, shippingand installation of trusses. See "WARNING" note below.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-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / A7THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.1595
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.orgOH RIGHT RAKE = 1'3"11LEFT JIG = 14'3"14RIGHT JIG = 7'4"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-157567261108GAH07-28-2021REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 26085126'11"810'5"49'10"46'8"1'2"89'9"125"93'2"1410'2"T1T2T3B1B2W1W2W1W3W4W5W6W7W8M1M2(a)(b)(b)812512R=1023# U=49# RL=37/-129# W=3"8(Rigid Surface)R=389plf U=100plf W=3'3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1,W2,W3,W4 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.02 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.Truss designed to support 0-2-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" spanopposite face. Top chord must not be cut or notched, unless specified otherwise.See DWGS A11515ENC101014, 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) 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 10.44Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.*** Page overflow in note placement. (RdNot)Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / A8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1367
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.orgOH LEFT RAKE = 3"6OH RIGHT RAKE = 3"6LEFT JIG = 8'10"15RIGHT JIG = 8'10"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-157567140512GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2608979"214'5"129"28'8'16'5'2"61"105'4"T1T1B1M1M2M3M4M5M4M3M2M1812R=12# Rw=69# U=59# RL=108/-108# W=6"5(Rigid Surface)R=99plf U=100plf W=14'5"12(Rigid Surface)R=12# W=6"5(Rigid Surface)19'10"1420'0"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 2X3 except as noted.115 mph wind, 16.70 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Truss designed to support 0-8-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" spanopposite face. Top chord must not be cut or notched, unless specified 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / A1 HatTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4835
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.orgOH LEFT RAKE = 3"6OH RIGHT RAKE = 3"6LEFT JIG = 8'10"15RIGHT JIG = 8'10"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-157567140512GAH07-28-2021REV. 20.02.00A.1020.20QTY= 14 TOTAL= 14SEQ = 2608009"214'5"129"28'8'16'5'2"61"105'4"T1T1B1M1M2M1812R=13/-11# Rw=83# U=80# RL=137/-137# W=6"5(Rigid Surface)R=117plf U=100plf W=14'5"12(Rigid Surface)R=10# U=4# W=6"5(Rigid Surface)19'10"1420'0"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 2X3 except as noted.115 mph wind, 16.70 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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" spanopposite face. Top chord must not be cut or notched, unless specified 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / A2 HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.4835
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.orgLEFT JIG = 4'6"13RIGHT JIG = 4'6"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-15756770700GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2609137'7"3'9"83'9"80"42'6"9T1T1B1W1812R=84plf RL=7/-7plf W=7'7"(Rigid Surface)22'8"4Value 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, 24.11 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 24.11 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / AV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0795
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.orgOH LEFT RAKE = 2'6"13OH RIGHT RAKE = 2'6"13LEFT JIG = 12'10"RIGHT JIG = 12'10"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-157567140700GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2610333"87'7'3"86'3"82'6'3"87'3"87'3"81'6"81'6"814'7"2'9"95'10"11'2"4T1T2T1B1B1W1W1M1M2M3M4M5M6M5M4M3M2M116121012R=332# Rw=1458# U=1101# RL=371/-371# W=3"8(Rigid Surface)R=105plf Rw=1893plf U=210plf W=7'(Rigid Surface)R=83plf Rw=1575plf U=173plf W=7'(Rigid Surface)R=332# Rw=1138# U=781# W=3"8(Rigid Surface)10'1"215'11"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, 16.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 0.34" due to live load and 0.58" 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" spanopposite face. Top chord must not be cut or notched, unless specified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 6.29 8.29Apply 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.*** Page overflow in note placement. (RdNot)Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / B1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1771
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.orgOH LEFT RAKE = 2'6"13OH RIGHT RAKE = 2'6"13LEFT JIG = 12'10"RIGHT JIG = 12'10"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-157567140700GAH07-28-2021REV. 20.02.00A.1020.20QTY= 3 TOTAL= 3SEQ = 26099814'7"6'3"82'6'3"87'3"87'3"81'6"81'6"82'9"95'10"11'2"4T1T2T1B1B1W1W2W3W4W4W3W2W116121012R=848# U=11# RL=330/-330# W=3"8(Rigid Surface)R=848# U=11# 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 #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC(**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 16.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 6.29 8.29Apply 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / B2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2152
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.orgOH RIGHT RAKE = 2'6"13LEFT JIG = 12'10"RIGHT JIG = 12'10"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-157567140700GAH07-28-2021REV. 20.02.00A.1020.20QTY= 4 TOTAL= 4SEQ = 26100514'7"6'3"82'6'3"87'3"87'3"81'6"82'9"95'10"11'2"4T1T2T3B1B1W1W2W3W4W4W3W2W116121012R=717# U=6# RL=299/-262# W=3"8(Rigid Surface)R=855# U=6# 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 #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC(**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 16.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 6.29 8.29Apply 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / B3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2152
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.orgLEFT JIG = 12'10"RIGHT JIG = 12'10"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-157567140700GAH07-28-2021REV. 20.02.00A.1020.20QTY= 3 TOTAL= 3SEQ = 26100914'7"6'3"82'6'3"87'3"87'3"82'9"95'10"11'2"4T1T2T1B1B1W1W2W3W4W4W3W2W116121012R=725# U=8# RL=233/-233# W=3"8(Rigid Surface)R=725# U=8# 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 #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC(**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 17.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 6.29 8.29Apply 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / B4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2152
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.orgLEFT JIG = 1'8"RIGHT JIG = 1'5"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-15756710007GAH07-28-2021REV. 20.02.00A.1020.20QTY= 35 TOTAL= 35SEQ = 2610162'1'1'1'4"T1T11612R=96# U=4# RL=35/-35# W=4"6(Rigid Surface)R=96# U=4# W=4"6(Rigid Surface)21'3"6Value 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, 17.75 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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" spanopposite face. Top chord must not be cut or notched, unless specified 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=15.40psf.Shim all supports to solid bearing.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / B1 HatTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.9978
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.orgLEFT JIG = 7'2"3RIGHT JIG = 7'11"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-15756780101GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2607728'1"13'4"4'9"11'11"0"46'4"5T1T2B1W1W21612R=93plf U=100plf RL=18/-18plf W=8'1"1(Rigid Surface)16'3"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, 19.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.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=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 9.79 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / BV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4413
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.orgLEFT JIG = 6'0"6RIGHT JIG = 6'3"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-15756770101GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2607757'1"13'4"3'9"17"0"45'0"5T1T2B1W11612R=93plf RL=18/-18plf W=7'1"1(Rigid Surface)17'7"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, 20.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 10.12 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / BV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5753
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.orgLEFT JIG = 4'7"5RIGHT JIG = 4'7"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-15756750602GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2607795'6"22'9"12'9"10"43'8"5T1T1B1W11612R=92plf U=100plf RL=17/-17plf W=5'6"2(Rigid Surface)18'11"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, 20.91 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / BV3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8061
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.orgLEFT JIG = 2'11"10RIGHT JIG = 2'11"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-15756730608GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2607823'6"81'9"41'9"40"42'4"9T1T1B1W11612R=92plf U=100plf RL=16/-16plf W=3'6"8(Rigid Surface)20'2"13Value 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, 21.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / BV4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.2510
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.orgLEFT JIG = 1'3"10RIGHT JIG = 1'3"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-15756710608GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2607851'6"89"49"40"41'0"9T1T1B11612R=138# W=1'6"8(Rigid Surface)21'6"13Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 22.24 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / BV5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =2.9255
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.orgOH LEFT RAKE = 2'6"13OH RIGHT RAKE = 2'6"13LEFT JIG = 12'10"8RIGHT JIG = 12'10"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-157567151100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 26103011"77"1512'8"57"1511"76'11"82'6'11"81'7"51'7"51'6"81'6"815'11"1'6"111'9"210'10"11'9"13T1T2T1B1B2B1W1W1M1M2M3M4M5M6M5M4M3M2M1(a)(a)(a)16121612R=313# Rw=906# U=605# RL=425/-425# W=3"8(Rigid Surface)R=55# Rw=693# U=705# W=1'3"13(Rigid Surface)R=119plf W=12'8"5(Rigid Surface)R=279# Rw=599# U=359# W=1'3"13(Rigid Surface)R=74# Rw=615# U=554# W=3"8(Rigid Surface)18'5"1220'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 M5,M6 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.(**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 23.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 0.13" due to live load and 0.21" 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" spanopposite face. Top chord must not be cut or notched, unless specified 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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 6.96 8.96Apply 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=15.40psf.Fasten rated sheathing to one face of this frame.Shim all supports to solid bearing.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2326
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.orgOH LEFT RAKE = 2'6"13OH RIGHT RAKE = 2'6"13LEFT JIG = 12'10"8RIGHT JIG = 12'10"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-157567151100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 18 TOTAL= 18SEQ = 26101915'11"6'11"82'6'11"81'7"512'8"51'7"51'6"81'6"81'6"111'9"210'10"11'9"13T1T2T1B1B2B1W1W2W3W4W5W6W5W4W3W2W116121612R=888# U=99# RL=378/-378# W=3"8(Rigid Surface)R=888# U=99# W=3"8(Rigid Surface)18'5"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W5,W6 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 6.96 8.96Apply 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C2THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.2182
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.orgOH LEFT RAKE = 2'6"13LEFT JIG = 12'10"8RIGHT JIG = 12'10"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-157567151100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 4 TOTAL= 4SEQ = 26102315'11"6'11"82'6'11"81'7"512'8"51'7"51'6"81'6"111'9"210'10"11'9"13T1T2T3B1B2B1W1W2W3W4W5W6W5W4W3W2W116121612R=895# U=98# RL=305/-344# W=3"8(Rigid Surface)R=757# U=78# W=3"8(Rigid Surface)18'5"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W5,W6 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.65 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 6.96 8.96Apply 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2182
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.orgOH LEFT RAKE = 2'6"13LEFT JIG = 14'6"8RIGHT JIG = 10'11"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"COMNJOB #: Q-157567110408GAH07-28-2021REV. 20.02.00A.1020.20QTY= 3 TOTAL= 3SEQ = 26103611'4"87'11"83'5"1'7"69'9"21'6"81'6"111'9"25'10"47'7"612'2"13'1"13T1T2B1B2W1W2W3W4W5W6W7(a)16121612R=689# RL=276/-294# W=3"8(Rigid Surface)R=517# U=46#H = H118'5"1220'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W5 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.31 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.End verticals not exposed to wind pressure.(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 balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 24.31 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2025
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.orgLEFT JIG = 14'6"8RIGHT JIG = 10'11"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"COMNJOB #: Q-157567110408GAH07-28-2021REV. 20.02.00A.1020.20QTY= 6 TOTAL= 6SEQ = 26104011'4"87'11"83'5"1'7"69'9"21'6"111'9"25'10"47'7"612'2"T1T2B1B2W1W2W3W4W5W6W7(a)16121612R=556# RL=243/-223# W=3"8(Rigid Surface)R=527# U=46#H = H118'5"1220'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W5 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.34 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.(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 balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 25.34 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2189
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.orgLEFT JIG = 14'6"8RIGHT JIG = 9'0"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-157567110408GAH07-28-2021REV. 20.02.00A.1020.20QTY= 4 TOTAL= 4SEQ = 26104311'4"87'11"83'5"3'1"68'3"21'6"113'9"23'10"47'7"612'2"T1T2B1B2W1W2W3W4W5W6W716121612R=572# RL=255/-234# W=3"8(Rigid Surface)R=531# U=52#H = H118'5"1222'2"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, 25.34 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.(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=15.40psf.MWFRS loads based on trusses located at least 12.67 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2259
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.orgOH LEFT RAKE = 2'6"13LEFT JIG = 14'6"8RIGHT JIG = 9'0"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-157567110408GAH07-28-2021REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 26104711'4"87'11"83'5"3'1"68'3"21'6"81'6"113'9"23'10"47'7"612'2"13'1"13T1T2B1B2W1W2W3W4W5W6W716121612R=705# RL=287/-306# W=3"8(Rigid Surface)R=521# U=55#H = H118'5"1222'2"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, 24.31 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.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=15.40psf.MWFRS loads based on trusses located at least 12.16 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2090
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.orgOH LEFT RAKE = 2'6"13LEFT JIG = 14'6"8RIGHT JIG = 9'0"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-157567110408GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2610513"82'9"148'3"27'11"83'5"3'1"61'6"811'4"81'6"113'9"23'10"47'7"612'2"13'1"13T1T2B1B2W1W2M1M1M2M3M4M5M4M316121612R=376# Rw=751# U=430# RL=368/-341# W=3"8(Rigid Surface)R=55plf Rw=735plf U=260plf W=2'9"14(Rigid Surface)R=978# U=45#18'5"1222'2"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, 24.31 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.Calculated horizontal deflection is 0.19" due to live load and 0.31" 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" spanopposite face. Top chord must not be cut or notched, unless specified 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=15.40psf.Fasten rated sheathing to one face of this frame.Shim all supports to solid bearing.MWFRS loads based on trusses located at least 12.16 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1636
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.orgOH LEFT RAKE = 2'6"13LEFT JIG = 14'6"8RIGHT JIG = 8'6"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-15756790408GAH07-28-2021REV. 20.02.00A.1020.20QTY= 6 TOTAL= 6SEQ = 2610549'4"87'11"81'5"1'7"54'9"23'1'6"81'6"113'9"26'6"410'3"61'9"212'2"13'1"13T1T2B1B2B3W1W2W3W4W5W6W7W8W916121612R=598# RL=241/-250# W=3"8(Rigid Surface)R=422# Rw=429# U=119#H = H118'5"1222'2"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, 24.31 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.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=15.40psf.MWFRS loads based on trusses located at least 12.16 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C9THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2090
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.orgOH LEFT RAKE = 2'6"13LEFT JIG = 14'6"8RIGHT JIG = 8'6"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-15756790408GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2610579'4"87'11"81'5"3'1"56'3"21'6"81'6"113'9"26'6"410'3"612'2"13'1"13T1T2B1B2W1W2W3W4W5W616121612R=613# RL=252/-262# W=3"8(Rigid Surface)R=427# Rw=438# U=98#H = H118'5"1222'2"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, 24.31 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.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=15.40psf.MWFRS loads based on trusses located at least 24.31 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C10THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2090
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.orgOH LEFT RAKE = 1'0"10LEFT JIG = 5'4"2RIGHT JIG = 8'6"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"GABLJOB #: Q-15756790408GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2610689'4"84'2"3'9"81'5"10"86"146'6"43'4"38'4"148'9"4T1T2T3B1W1W2W3W4W5M1M2M38121612R=543# U=61# RL=283/-144# W=5"8(Rigid Surface)R=526# U=180#H = H122'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lt Wedge: 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 26.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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" spanopposite face. Top chord must not be cut or notched, unless specified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(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=15.40psf.MWFRS loads based on trusses located at least 13.22 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C11THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2648
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.orgOH LEFT RAKE = 1'0"10LEFT JIG = 5'4"2RIGHT JIG = 8'6"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-15756790408GAH07-28-2021REV. 20.02.00A.1020.20QTY= 8 TOTAL= 8SEQ = 2610609'4"84'2"3'9"81'5"10"86"146'6"43'4"38'4"148'9"4T1T2T3B1W1W2W3W4M18121612R=473# RL=161/-128# W=5"8(Rigid Surface)R=423# U=44#H = H122'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lt Wedge: 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 26.44 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.(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=15.40psf.MWFRS loads based on trusses located at least 13.22 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C12THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3135
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.orgOH LEFT RAKE = 1'0"10LEFT JIG = 5'4"2RIGHT JIG = 8'6"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"GABLJOB #: Q-15756790408GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2610649'4"84'2"3'9"81'5"10"86"146'6"43'4"38'4"148'9"4T1T2T3B1W1M1M2M3M4M5M6M78121612R=114plf U=100plf RL=30/-15plf W=9'4"8(Rigid Surface)22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lt Wedge: 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 26.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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" spanopposite face. Top chord must not be cut or notched, unless specified 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=15.40psf.MWFRS loads based on trusses located at least 13.22 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / C13THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2812
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.orgLEFT JIG = 7'7"13RIGHT JIG = 4'4"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"GABLJOB #: Q-15756740615GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2610974'6"150"46'1"8T1B1M1M2M31612R=108plf U=100plf RL=55/-18plf W=4'6"15(Rigid Surface)22'7"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, 25.84 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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" spanopposite face. Top chord must not be cut or notched, unless specified 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=15.40psf.MWFRS loads based on trusses located at least 12.92 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4024
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.orgLEFT JIG = 6'10"1RIGHT JIG = 3'10"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"VALJOB #: Q-15756740102GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611014'1"20"45'5"12T1B1W11612R=93plf RL=26/-16plf W=4'1"2(Rigid Surface)23'3"5Value 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, 26.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 13.08 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5123
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.orgLEFT JIG = 6'0"1RIGHT JIG = 3'4"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"VALJOB #: Q-15756730702GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611023'7"20"44'9"12T1B1W11612R=93plf RL=25/-16plf W=3'7"2(Rigid Surface)23'11"5Value 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, 26.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 13.25 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5832
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.orgLEFT JIG = 5'2"1RIGHT JIG = 2'10"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"VALJOB #: Q-15756730102GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611033'1"20"44'1"12T1B1W11612R=92plf RL=25/-16plf W=3'1"2(Rigid Surface)24'7"5Value 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, 26.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 13.42 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6769
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.orgLEFT JIG = 4'4"1RIGHT JIG = 2'4"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-15756720702GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611042'7"20"43'5"12T1B1W11612R=92plf RL=24/-15plf W=2'7"2(Rigid Surface)25'3"5Value 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, 27.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 13.58 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8066
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.orgLEFT JIG = 3'6"1RIGHT JIG = 1'10"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"VALJOB #: Q-15756720102GAH07-28-2021REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 2611052'1"20"42'9"12T1B1W11612R=92plf U=100plf RL=39/-15plf W=2'1"2(Rigid Surface)25'11"5Value 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, 27.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0281
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.orgLEFT JIG = 2'8"1RIGHT JIG = 1'5"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-15756710702GAH07-28-2021REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 2611061'7"20"42'1"12T1B1W11612R=146# U=11# RL=55/-22# W=1'7"2(Rigid Surface)23'11"5Value 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, 25.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.3473
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.orgLEFT JIG = 1'10"1RIGHT JIG = 11"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-15756710102GAH07-28-2021REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 2611071'1"20"41'5"12T1B1W11612R=99# U=5# RL=33# W=1'1"2(Rigid Surface)24'7"5Value 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, 25.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.9540
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.orgLEFT JIG = 4'3"13RIGHT JIG = 2'4"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-15756720615GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611002'6"150"43'5"8T1B1M1M21612R=103plf U=100plf RL=51/-17plf W=2'6"15(Rigid Surface)22'7"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, 24.51 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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" spanopposite face. Top chord must not be cut or notched, unless specified 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=15.40psf.MWFRS loads based on trusses located at least 12.25 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV9THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7125
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.orgLEFT JIG = 7'0"2RIGHT JIG = 4'0"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-15756740206GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611084'2"60"45'7"6T1B1W11612R=93plf U=100plf RL=41/-16plf W=4'2"6(Rigid Surface)22'9"11Value 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, 25.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV10THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5150
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.orgLEFT JIG = 4'6"2RIGHT JIG = 2'6"2DESIGN 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-15756720806GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611092'8"60"43'7"6T1B1W11612R=92plf U=100plf RL=40/-16plf W=2'8"6(Rigid Surface)24'9"11Value 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, 26.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV11THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7999
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.orgLEFT JIG = 2'0"2RIGHT JIG = 1'0"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-15756710206GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611101'2"60"41'7"6T1B1W11612R=109# U=9# RL=40# W=1'2"6(Rigid Surface)26'9"11Value 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, 27.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV12THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.7896
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.orgLEFT JIG = 4'1"2RIGHT JIG = 2'3"2DESIGN 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-15756720506GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611112'5"60"43'3"6T1B1W11612R=92plf U=100plf RL=37/-15plf W=2'5"6(Rigid Surface)22'9"11Value 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, 24.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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=15.40psf.See DWG VAL160101014 for valley details.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / CV13THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8811
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.orgLEFT JIG = 9'3"4RIGHT JIG = 23'11"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-157567310208GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 PLIES= 2 TOTAL= 2SEQ = 26109431'2"86'10"141'8"622'7"46'2"44"37'10"10T1T2T3T4M1B1B2W1W2W3W4W5W6W7W8W91'3"8422#2'422#2'422#2'422#2'422#2'422#2'427#3"4526#1'8"12423#2'423#2'423#2'423#2'423#2'423#2'423#2'423#1'11"1212412R=4610# U=1181# W=3"8(Rigid Surface)R=4495# U=885# W=3"8(Rigid Surface)22'2"142 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2 T4 2x4 SP #1;Bot chord 2x6 SP #1 B2 2x6 SP 2400f-2.0E;Webs 2x4 SP #2 W6 2x4 SP SS Dense;Rt Slider: 2x4 SP #3; block length = 1.837'Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 6.25" 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 6.90 TC: From 68 plf at 6.90 to 68 plf at 8.60 TC: From 61 plf at 8.60 to 61 plf at 31.21 BC: From 10 plf at 0.00 to 10 plf at 31.21 BC: 422.23 lb Conc. Load at 1.29, 3.29, 5.29, 7.29 9.29,11.29 BC: 427.10 lb Conc. Load at 13.29 BC: 526.39 lb Conc. Load at 13.56 BC: 423.47 lb Conc. Load at 15.29,17.29,19.29,21.2923.29,25.29,27.29,29.29115 mph wind, 26.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Left end vertical not exposed to wind pressure.Max JT VERT DEFL: LL: 0.23" DL: 0.44". See detail DEFLCAMB1014 for camber recommendations. Provide for adequatedrainage of roof.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 29 0.00 6.90Apply 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / D1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1571
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.orgOH RIGHT RAKE = 1'3"5LEFT JIG = 13'1"4RIGHT JIG = 23'11"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-157567310208GAH07-28-2021REV. 20.02.00A.1020.20QTY= 3 TOTAL= 3SEQ = 26095131'2"88'7"422'7"45'9"85'5"80"819'11"1'2"81'3"62'4"32'4"31'10"9'10"10T1T2T3B1B2B3W1W2W3W4W5W6W7W5W8W9W10(a)(a)1212412412R=1321# U=242# RL=121/-210# W=3"8(Rigid Surface)R=1363# U=299# W=3"8(Rigid Surface)20'2"1422'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1 T1 2x4 SP #2;Bot chord 2x4 SP #2 B3 2x4 SP #1;Webs 2x4 SP #3 W5 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Calculated horizontal deflection is 0.08" due to live load and 0.17" 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-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / D2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2525
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.orgOH RIGHT RAKE = 1'3"5LEFT JIG = 13'1"4RIGHT JIG = 23'11"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-157567310208GAH07-28-2021REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 26096331'2"88'7"422'7"45'9"85'6"6'9"813'1"81'2"81'3"62'4"32'4"31'10"9'10"10T1T2T3B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11(a)1212412412R=1321# U=73# RL=121/-210# W=3"8(Rigid Surface)R=1363# U=114# W=3"8(Rigid Surface)20'2"1422'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W5,W6,W7 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.82 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.Left end vertical 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 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 12.91 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / D3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2525
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.orgLEFT JIG = 13'1"4RIGHT JIG = 23'11"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-157567310208GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 PLIES= 2 TOTAL= 2SEQ = 26108431'2"88'7"422'7"418'1"13'1"81'3"62'4"32'4"39'10"10T1T2T3M1B1B2W1W2W3W4W5W6W7W8W9W10W11W121'3"8517#2'517#2'517#2'527#2'527#2'527#2'527#2'527#2'527#2'531#2'531#2'531#2'531#2'521#2'521#1'10"4978#0"121212412R=5118# U=684# W=3"8(Rigid Surface)R=6021# U=777# W=3"8(Rigid Surface)20'2"1422'2"142 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2Bot chord 2x6 SP #1 B2 2x6 SP 2400f-2.0E;Webs 2x4 SP #2Rt Slider: 2x4 SP #3; block length = 1.750'Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.75" 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 68 plf at 0.00 to 68 plf at 8.60 TC: From 61 plf at 8.60 to 61 plf at 31.21 BC: From 10 plf at 0.00 to 10 plf at 31.21 BC: 517.37 lb Conc. Load at 1.29, 3.29, 5.29 BC: 527.01 lb Conc. Load at 7.29, 9.29,11.29,13.2915.29,17.29 BC: 531.01 lb Conc. Load at 19.29,21.29,23.29,25.29 BC: 521.37 lb Conc. Load at 27.29,29.29 BC: 977.52 lb Conc. Load at 31.15115 mph wind, 25.82 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.Left end vertical not exposed to wind pressure.Calculated horizontal deflection is 0.12" due to live load and 0.24" 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=15.40psf.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / D4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2090
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.orgOH LEFT RAKE = 1'2"14OH RIGHT RAKE = 1'3"5LEFT JIG = 19'3"14RIGHT JIG = 23'11"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-157567351100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 26094035'11"13'3"1222'7"45'5'6"5'5"80"819'11"10"81'2"81'1"66'6"84"36'10"114'6"86'4"814'5"214'7"3T1T2T3T4B1B2B3B4W1W2W3W2W4W5W6W7W8W9W10W11W12W10W13W14W15(a)(a)12124121212412R=1647# U=162# RL=248/-315# W=5"8(Rigid Surface)R=1545# U=252# W=3"8(Rigid Surface)15'8"622'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1 B3 2x4 SP #2; B4 2x4 SP SS Dense;Webs 2x4 SP #3 W1 2x6 SP #1; W2,W10 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.(I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.115 mph wind, 23.03 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.Left end vertical not exposed to wind pressure.Calculated horizontal deflection is 0.38" due to live load and 0.84" due to dead load.(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.Calculated vertical deflection is 0.34" due to live load and 0.74" due to dead load at X = 10-6-0.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.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-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / D5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1415
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.orgOH LEFT RAKE = 1'2"14OH RIGHT RAKE = 1'3"5LEFT JIG = 19'3"14RIGHT JIG = 23'11"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-157567351100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 26097335'11"13'3"1222'7"45'5'6"5'6"6'9"813'1"810"81'2"81'1"66'6"84"36'10"114'6"86'4"814'5"214'7"3T1T2T3T4B1B2B3B4B5W1W2W3W2W4W5W6W7W8W9W10W11W12W13W14W15W16(a)12124121212412R=1647# U=83# RL=248/-315# W=5"8(Rigid Surface)R=1545# U=162# W=3"8(Rigid Surface)15'8"622'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1 B3,B4 2x4 SP #2;Webs 2x4 SP #3 W1 2x6 SP #1;W2,W10,W11,W12 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.(I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.115 mph wind, 23.03 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.Left end vertical not exposed to wind pressure.Calculated horizontal deflection is 0.39" due to live load and 0.85" due to dead load.(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.Calculated vertical deflection is 0.34" due to live load and 0.76" due to dead load at X = 10-6-0.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.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 11.52 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / D6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1290
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.orgOH LEFT RAKE = 11"12OH RIGHT RAKE = 1'3"5LEFT JIG = 8'9"2RIGHT JIG = 23'11"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"GABLJOB #: Q-157567351100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 26098935'11"7'8"5'7"1222'7"45'5'6"5'5"80"819'11"10"81'2"84"142'4"32'4"34'2"141'10"9'10"1010'2"14T1T2T3T4B1B2B3B4W1W2W3W4W5W6W7W8W9W10W8W11W12W13M1M2M3M4(a)(b)6121212412412R=1760# U=316# RL=167/-236# W=5"8(Rigid Surface)R=1662# U=348# W=3"8(Rigid Surface)20'2"1422'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2 T3,T4 2x4 SP #1;Bot chord 2x4 SP #1 B3 2x4 SP #2; B4 2x4 SP SS Dense;Webs 2x4 SP #3 W6,W8 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, 25.17 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.Calculated horizontal deflection is 0.12" due to live load and 0.24" 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" spanopposite face. Top chord must not be cut or notched, unless specified otherwise.See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements.(b) 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.(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 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-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / D7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2101
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.orgOH LEFT RAKE = 11"12OH RIGHT RAKE = 1'3"5LEFT JIG = 8'9"2RIGHT JIG = 23'11"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-157567351100GAH07-28-2021REV. 20.02.00A.1020.20QTY= 4 TOTAL= 4SEQ = 26099235'11"7'8"5'7"1222'7"45'5'6"5'5"80"819'11"10"81'2"84"142'4"32'4"34'2"141'10"9'10"1010'2"14T1T2T3T4B1B2B3B4W1W2W3W4W5W6W7W8W6W9W10W11(a)(a)6121212412412R=1560# U=253# RL=149/-210# W=5"8(Rigid Surface)R=1552# U=278# W=3"8(Rigid Surface)20'2"1422'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #2 T3,T4 2x4 SP #1;Bot chord 2x4 SP #1 B3 2x4 SP #2; B4 2x4 SP SS Dense;Webs 2x4 SP #3 W4,W6 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.17 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.Calculated horizontal deflection is 0.10" due to live load and 0.22" 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-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / D8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2154
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.orgLEFT JIG = 2'3"7RIGHT JIG = 5'1"2DESIGN 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-15756760503GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611126'5"31'7"54'9"140"41'7"9T1T2B1W11212412R=89plf U=100plf RL=-5plf W=6'5"3(Rigid Surface)28'5"15Value 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, 29.46 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 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 29.46 ft. from roof edge.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / DV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.2726
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.orgLEFT JIG = 1'10"8RIGHT JIG = 4'1"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"GABLJOB #: Q-15756751108GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 2611185'11"81'4"81'1"41'2"211"101'4"6"35'5"91'3"52'0"32'11"113'11"T1T2T3T4T5B1W1W2M1M26.64128.04129.771211.681213.9212R=100plf U=100plf RL=48/-8plf W=5'11"8(Rigid Surface)8'6"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 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=5.0psf, 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" spanopposite face. Top chord must not be cut or notched, unless specified 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 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-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / E1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4513
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.orgLEFT JIG = 1'10"8RIGHT JIG = 4'1"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"MONOJOB #: Q-15756751108GAH07-28-2021REV. 20.02.00A.1020.20QTY= 11 TOTAL= 11SEQ = 2609105'11"81'4"81'1"41'2"211"101'4"6"35'5"91'3"52'0"32'11"113'11"T1T2T3T4T5B1W1W2W3W4W5W6W76.64128.04129.771211.681213.9212R=256# RL=106/-42# W=3"8(Rigid Surface)R=257# U=56#8'6"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 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=5.0psf, 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.Job:(Q-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / E2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5188
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.orgLEFT JIG = 1'10"8RIGHT JIG = 4'1"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"MONOJOB #: Q-15756751108GAH07-28-2021REV. 20.02.00A.1020.20QTY= 1 PLIES= 2 TOTAL= 2SEQ = 2609075'11"81'4"81'1"41'2"211"101'4"6"35'5"91'3"52'0"32'11"113'11"T1T2T3T4T5B1W1W2W3W4W5W6W72'344#2'353#1'10"12353#0"126.64128.04129.771211.681213.9212R=615# U=25# RL=106/-42# W=3"8(Rigid Surface)R=948# U=55#8'6"82 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 @ 7.50" 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 63 plf at 0.00 to 63 plf at 1.38 TC: From 64 plf at 1.38 to 64 plf at 2.48 TC: From 66 plf at 2.48 to 66 plf at 3.66 TC: From 68 plf at 3.66 to 68 plf at 4.63 TC: From 71 plf at 4.63 to 71 plf at 5.96 BC: From 20 plf at 0.00 to 20 plf at 5.96 BC: 343.62 lb Conc. Load at 2.00 BC: 352.78 lb Conc. Load at 4.00, 5.90115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 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-157567) /Chisholm Lumber & Supply /Keegan-Bedano Res. / / E3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4251