HomeMy WebLinkAbout326JGN - Truss DrawingTC 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.orgTAG = T41OH RIGHT RAKE = 1'5"7LEFT JIG = 18'11"8RIGHT JIG = 18'11"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-158998350908GAH01-17-2022REV. 21.02.01.1216.15QTY= 7 TOTAL= 7SEQ = 29601435'9"815'4"124'11"1515'4"121'2"89"911'0"12T1T2T3T4B1B2W1W2W3W4W5W4W3W2W1M1M1(a)(a)812R=1503# U=27# RL=265/-255#H = H1R=1589# U=33# W=3"8(Rigid Surface)22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W1,W2 2x4 SP #3;Lt Stub Wedge: 2x8 SP SS Dense;Rt Stub Wedge: 2x8 SP SS Dense;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 27.77 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.(J) Hanger Support Required, by others(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 60 15.40 20.39Apply 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 27.77 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / ATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1896
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.orgTAG = T26OH LEFT RAKE = 2'3"3LEFT JIG = 15'0"2RIGHT JIG = 14'10"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"HIP_JACKJOB #: Q-158998121011GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29606712'10"1112'8"92"22'0"211"127'8"47'8"42"2T1B1W1W2W3W4W5M12'8"832#2'8"827#7"1556#7"1578#1'10"1366#1'10"1390#1'3"10105#1'3"10157#1'3"299#1'3"2146#1'11"5225#1'11"5103#7"7108#7"7155#2'6"2'6"6.2512R=1096# U=280# W=5"10(Rigid Surface)R=1231# U=267#22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;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 -2.01 to 63 plf at 2.71 TC: From 31 plf at 2.71 to 31 plf at 10.39 TC: From 63 plf at 10.39 to 63 plf at 12.89 BC: From 5 plf at -2.01 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.71 BC: From 10 plf at 2.71 to 10 plf at 10.39 BC: From 20 plf at 10.39 to 20 plf at 12.89 TC: 26.52 lb Conc. Load at 2.71 TC: 77.63 lb Conc. Load at 3.37 TC: 90.14 lb Conc. Load at 5.27 TC: 156.73 lb Conc. Load at 6.57 TC: 145.56 lb Conc. Load at 7.83 TC: 102.58 lb Conc. Load at 9.77 TC: 154.56 lb Conc. Load at 10.39 BC: 32.13 lb Conc. Load at 2.71 BC: 55.88 lb Conc. Load at 3.37 BC: 65.82 lb Conc. Load at 5.27 BC: 105.23 lb Conc. Load at 6.57 BC: 98.98 lb Conc. Load at 7.83 BC: 225.34 lb Conc. Load at 9.77 BC: 108.04 lb Conc. Load at 10.39*** Page overflow in note placement. (RdNot)Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / A1 H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2151
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.orgTAG = T33LEFT JIG = 11'1"15RIGHT JIG = 8'1"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"MONOJOB #: Q-15899880010GAH01-17-2022REV. 21.02.01.1216.15QTY= 5 TOTAL= 5SEQ = 2960318'0"101'0"47'8"127'8"12T1B1W1W2W3W4W51012R=346# RL=139/-50# W=3"8(Rigid Surface)R=346# U=86#22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 26.61 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.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 13.31 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / A1 JaxTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3354
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.orgTAG = T62OH LEFT RAKE = 1'6"14LEFT JIG = 11'1"15RIGHT JIG = 9'3"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"MONOJOB #: Q-15899880010GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2960348"87'4"28'0"101'2"81'0"47'8"127'8"12T1B1W1W2W3W4W5W61012R=491# RL=139/-81# W=3"8(Rigid Surface)R=300# U=72#22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 26.11 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.End verticals not exposed to wind pressure.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 26.11 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / A2 JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3096
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.orgTAG = T13OH LEFT RAKE = 1'6"14LEFT JIG = 9'10"9RIGHT JIG = 6'9"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"HIPMJOB #: Q-15899880010GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2960748'0"107'0"1311"131'2"81'0"46'9"16'10"14DT -1"13T1T2B1W1W2W3W4W51012R=439# RL=144/-75# W=3"8(Rigid Surface)R=340# U=74#22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.70 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.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 12 7.07 8.05Apply 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 12.85 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / A3 JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3211
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.orgTAG = T61OH LEFT RAKE = 2'3"3LEFT JIG = 15'0"2RIGHT JIG = 14'10"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"HIP_JACKJOB #: Q-158998121011GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29606412'10"1112'8"92"22'0"211"127'8"47'8"42"2T1B1W1W2W3W4W5M12'8"832#2'8"827#7"1556#7"1578#1'10"1366#1'10"1390#1'3"10105#1'3"10157#1'3"299#1'3"2146#1'11"5225#1'11"5103#7"7133#7"7197#2'6"2'6"6.2512R=1108# U=283# W=5"10(Rigid Surface)R=1285# U=278#22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;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 -2.01 to 63 plf at 2.71 TC: From 31 plf at 2.71 to 31 plf at 10.39 TC: From 63 plf at 10.39 to 63 plf at 12.89 BC: From 5 plf at -2.01 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.71 BC: From 10 plf at 2.71 to 10 plf at 10.39 BC: From 20 plf at 10.39 to 20 plf at 12.89 TC: 26.52 lb Conc. Load at 2.71 TC: 77.63 lb Conc. Load at 3.37 TC: 90.14 lb Conc. Load at 5.27 TC: 156.73 lb Conc. Load at 6.57 TC: 145.56 lb Conc. Load at 7.83 TC: 102.58 lb Conc. Load at 9.77 TC: 196.61 lb Conc. Load at 10.39 BC: 32.13 lb Conc. Load at 2.71 BC: 55.88 lb Conc. Load at 3.37 BC: 65.82 lb Conc. Load at 5.27 BC: 105.23 lb Conc. Load at 6.57 BC: 98.98 lb Conc. Load at 7.83 BC: 225.34 lb Conc. Load at 9.77 BC: 132.65 lb Conc. Load at 10.39*** Page overflow in note placement. (RdNot)Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / A H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2151
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.orgTAG = T39OH LEFT RAKE = 3"6OH RIGHT RAKE = 3"6LEFT JIG = 2'3"12RIGHT JIG = 2'3"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-15899830511GAH01-17-2022REV. 21.02.01.1216.15QTY= 7 TOTAL= 7SEQ = 2960099"23'5"119"22'6"2'6"4'11"151'6"61"101"10T1T1B1M1812R=10# Rw=27# U=17# RL=35/-35# W=6"5(Rigid Surface)R=82plf U=100plf W=3'5"11(Rigid Surface)R=10# W=6"5(Rigid Surface)33'3"1033'5"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X6(A1) except as noted.115 mph wind, 28.60 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=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Gable end supports 8" max rake overhang. Top chord must not be cut or notched.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 28.60 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / A HatTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.4545
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.orgTAG = T42OH LEFT RAKE = 1'6"14LEFT JIG = 11'1"15RIGHT JIG = 9'3"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"MONOJOB #: Q-15899880010GAH01-17-2022REV. 21.02.01.1216.15QTY= 15 TOTAL= 15SEQ = 2960278'0"101'2"81'0"47'8"127'8"12T1B1W1W2W3W4W51012R=439# RL=161/-81# W=3"8(Rigid Surface)R=340# U=87#H = H122'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 26.11 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.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 13.06 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / A JaxTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3096
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.orgTAG = T171LEFT JIG = 10'8"RIGHT JIG = 10'8"DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVEHIP_PURLIN_FRAMEJOB #: Q-158998140909GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29682014'9"17'4"87'4"80"47'8"7T1T1B1M1M2M3M4M3M2M112.512This design is for a purlin frame to be used within aroof hip system to provide a surface for roof sheathingattachment. Frame will be placed on top of trussescomprising hip system. Refer to Alpine detaildrawing HIPFRAME1103 for attachment requirements.Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / A Q.F.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4119
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.orgTAG = T40OH RIGHT RAKE = 1'5"7LEFT JIG = 18'11"8RIGHT JIG = 18'11"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"HIPSJOB #: Q-158998350908GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29601835'9"815'4"124'11"1515'4"121'2"89"911'0"12DT -1"15T1T2T3T4B1B2W1W2W3W4W5W4W3W2W1M1M1(a)(a)812R=1503# U=26# RL=264/-255#H = H1R=1589# U=33# W=3"8(Rigid Surface)22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W1,W2 2x4 SP #3;Lt Stub Wedge: 2x8 SP SS Dense;Rt Stub Wedge: 2x8 SP SS Dense;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 27.77 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.(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 60 15.40 20.39Apply 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 27.77 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / AATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1896
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.orgTAG = T43OH RIGHT RAKE = 1'5"7LEFT JIG = 15'11"8RIGHT JIG = 15'11"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"HIPSJOB #: Q-158998350908GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29602235'9"812'10"129'11"1512'10"121'2"89"99'4"12DT -1"15T1T2T3B1(a)B2W1W2W3W4W5W4W3W2W1M1M1812R=1503# U=56# RL=225/-215#H = H1R=1589# U=63# W=3"8(Rigid Surface)22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W1,W2 2x4 SP #3;Lt Stub Wedge: 2x8 SP SS Dense;Rt Stub Wedge: 2x8 SP SS Dense;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 26.93 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.(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 57 12.90 22.89Apply 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 26.93 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / ABTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2069
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.orgTAG = T56OH RIGHT RAKE = 1'5"7LEFT JIG = 12'11"8RIGHT JIG = 12'11"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"HIPSJOB #: Q-158998350908GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29607835'9"810'4"1214'11"1510'4"121'2"89"97'8"12DT -1"2T1T2T3B1B2W1W2W3W4W5W4W3W2W1M1M11'9"4340#2'340#2'340#2'340#2'340#2'340#2'340#2'340#2'340#1'6"12340#2'340#2'340#2'0"61530#10'5"2812R=3896# U=899#H = H1R=3737# U=829# W=3"8(Rigid Surface)22'2"142 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 8.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 32 plf at 0.00 to 32 plf at 25.39 TC: From 64 plf at 25.39 to 64 plf at 37.00 BC: From 10 plf at 0.00 to 10 plf at 25.36 BC: From 20 plf at 25.36 to 20 plf at 35.79 BC: From 5 plf at 35.79 to 5 plf at 37.00 BC: 339.92 lb Conc. Load at 1.77, 3.77, 5.77, 7.77 9.77,11.77,13.77,15.77,17.77,19.33,21.33,23.33 BC: 1530.17 lb Conc. Load at 25.36115 mph wind, 26.10 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.(J) Hanger Support Required, by othersIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 62 10.40 25.39Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / ACTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2069
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.orgTAG = T27OH LEFT RAKE = 1'5"7OH RIGHT RAKE = 1'5"7LEFT JIG = 12'11"8RIGHT JIG = 12'11"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"HIPSJOB #: Q-158998350908GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29607135'9"810'4"1214'11"1510'4"121'2"81'2"89"97'8"12DT -1"2T1T2T1B1B2W1W2W3W4W5W4W3W2W1M1M110'5"21625#2'0"6340#2'340#2'346#1'5"4346#1'5"4346#2'346#2'346#2'0"61625#10'5"2812R=4102# U=898# W=3"8(Rigid Surface)R=4105# U=897# W=3"8(Rigid Surface)22'2"142 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 8.25" 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 64 plf at -1.21 to 64 plf at 10.40 TC: From 32 plf at 10.40 to 32 plf at 25.39 TC: From 64 plf at 25.39 to 64 plf at 37.00 BC: From 5 plf at -1.21 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 10.43 BC: From 10 plf at 10.43 to 10 plf at 25.36 BC: From 20 plf at 25.36 to 20 plf at 35.79 BC: From 5 plf at 35.79 to 5 plf at 37.00 BC: 1624.92 lb Conc. Load at 10.43,25.36 BC: 339.92 lb Conc. Load at 12.46,14.46 BC: 346.38 lb Conc. Load at 16.46,17.90,19.33,21.3323.33115 mph wind, 26.10 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.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 10.40 25.39Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / AC1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1214
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.orgTAG = T48OH LEFT RAKE = 1'6"14LEFT JIG = 9'1"5RIGHT JIG = 7'8"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899860511GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2960436'5"111'2"81'0"46'4"156'4"15T1B1W1W21012R=373# RL=134/-71# W=3"8(Rigid Surface)R=133# U=4# NAILEDR=197# U=69# NAILED22'2"1428'4"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.45 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.MWFRS loads based on trusses located at least 12.73 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / AF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3824
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.orgTAG = T5OH LEFT RAKE = 1'6"14LEFT JIG = 9'1"5RIGHT JIG = 7'8"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899860511GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2960378"86'5"111'2"81'0"46'4"156'4"15T1B1W1W2W31012R=429# RL=113/-71# W=3"8(Rigid Surface)R=108# U=21# NAILEDR=155# U=39# NAILED22'2"1428'4"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.45 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.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 25.45 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / AF1ATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3698
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.orgTAG = T49OH LEFT RAKE = 1'6"14LEFT JIG = 7'0"7RIGHT JIG = 6'0"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"JACKJOB #: Q-15899841007GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 2960404'10"71'2"81'0"45'0"155'0"15T1B1W1W21012R=306# RL=106/-61# W=3"8(Rigid Surface)R=99# U=7# NAILEDR=146# U=52# NAILED22'2"1427'0"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.79 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.MWFRS loads based on trusses located at least 12.39 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / AF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4760
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.orgTAG = T50OH LEFT RAKE = 1'6"14LEFT JIG = 4'11"11RIGHT JIG = 4'5"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"JACKJOB #: Q-15899830304GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 2960463'3"41'2"81'0"43'8"153'8"15T1B1W1W21012R=243# RL=78/-51# W=3"8(Rigid Surface)R=66# U=11# NAILEDR=90# U=33# NAILED22'2"1425'8"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.12 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.MWFRS loads based on trusses located at least 12.06 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / AF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6302
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.orgTAG = T51OH LEFT RAKE = 1'6"14LEFT JIG = 2'11"4RIGHT JIG = 2'10"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899810801GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 2960491'8"11'2"81'0"42'4"152'4"15T1B1W1W21012R=189# RL=50/-41# W=3"8(Rigid Surface)R=32# Rw=35# U=16# NAILEDR=27# U=12# NAILED22'2"1424'4"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.45 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.MWFRS loads based on trusses located at least 11.73 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / AF4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.9325
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.orgTAG = T45OH LEFT RAKE = 1'5"7LEFT JIG = 10'0"5RIGHT JIG = 9'1"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"JACKJOB #: Q-15899871107GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 2960547'11"71'2"89"96'1"36'1"3T1B1W1W2M1812R=424# RL=128/-56# W=3"8(Rigid Surface)R=225# U=37# NAILEDR=103# U=27# NAILED22'2"1428'0"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.29 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.MWFRS loads based on trusses located at least 12.64 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / AF5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4013
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.orgTAG = T46OH LEFT RAKE = 1'5"7LEFT JIG = 7'0"6RIGHT JIG = 6'7"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899850507GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 2960575'5"71'2"89"94'5"34'5"3T1B1M1812R=322# RL=94/-45# W=3"8(Rigid Surface)R=105# NAILEDR=157# U=48# NAILED22'2"1426'4"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.45 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.MWFRS loads based on trusses located at least 12.23 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / AF6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5587
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.orgTAG = T47OH LEFT RAKE = 1'5"7LEFT JIG = 4'0"9RIGHT JIG = 4'1"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"JACKJOB #: Q-15899821107GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 2960602'11"71'2"89"92'9"32'9"3T1B1M1812R=224# RL=59/-35# W=3"8(Rigid Surface)R=56# NAILEDR=78# U=28# NAILED22'2"1424'8"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.62 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.MWFRS loads based on trusses located at least 11.81 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / AF7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8566
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.orgTAG = T7OH RIGHT RAKE = 1'6"14LEFT JIG = 5'1"11RIGHT JIG = 16'9"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"SPECJOB #: Q-158998290400GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 3 TOTAL= 3SEQ = 29623229'4"3'4"137'4"83'0"1110'6"131'0"119'0"85'4"131'2"81'0"43'10"46'4"13DT -1"4T1T2T3T4T5T6M1M1B1B2W1W2W3W2W4W5W6W7W8W7W8W9W10W11W12BL1(a)2'1"141503#1'3"5366#8"111503#1'3"11182#8"51503#1'1"21207#10"141503#1'0"121503#2'1503#2'1503#2'1503#2'1503#2'1503#1'2"61503#8"143896#8"9291#2'0"6896#5'5"31012R=13548# U=1016# W=3"8(Rigid Surface)R=11531# U=1487# W=3"8(Rigid Surface)22'2"143 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x6 SP #1 T2 2x6 SP 2400f-2.0E;T5 2x4 SP #1;Bot chord 2x8 SP 2400f-2.0EWebs 2x4 SP #2 W2,W6 2x4 SP #1;Lt Slider: 2x6 SP #1; block length = 1.500'Rt Slider: 2x6 SP #1; block length = 1.500'Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 66 plf at 0.00 to 66 plf at 3.40 TC: From 33 plf at 3.40 to 33 plf at 23.93 TC: From 66 plf at 23.93 to 66 plf at 30.54 BC: From 20 plf at 0.00 to 20 plf at 2.16 BC: From 10 plf at 2.16 to 10 plf at 23.90 BC: From 20 plf at 23.90 to 20 plf at 29.33 BC: From 5 plf at 29.33 to 5 plf at 30.54 BC: 1502.51 lb Conc. Load at 2.16, 4.16, 6.16, 8.16 9.22,11.22,13.22,15.22,17.22,19.22,20.42 BC: 365.75 lb Conc. Load at 3.43 BC: 181.62 lb Conc. Load at 5.46 BC: 1206.62 lb Conc. Load at 7.25 BC: 3896.12 lb Conc. Load at 21.16 BC: 290.54 lb Conc. Load at 21.87 BC: 895.91 lb Conc. Load at 23.90Brg blocks:0.128"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 8 Rigid SurfaceBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.115 mph wind, 25.45 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.(a) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach to each web ply 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 58 3.40 10.78 TC 63 12.69 23.93Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / BTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1519
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.orgTAG = T28LEFT JIG = 5'0"13RIGHT JIG = 8'4"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-158998200102GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29608220'1"23'10"97'4"82'6'10"10"44'9"43'3"13'3"14'11"1DT -1"13DT -1"13T1T2T3T4B1B2W1W2W3W4W5W51012R=86plf U=100plf RL=7/-2plf W=20'1"2(Rigid Surface)24'2"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 26.83 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.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 3.88 11.26 TC 75 13.26 20.10Apply 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.See DWG VAL160101014 for valley details.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / BV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3809
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.orgTAG = T29LEFT JIG = 5'0"13RIGHT JIG = 4'11"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"VALJOB #: Q-158998180515GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29608818'5"153'10"97'4"82'4'7"87"60"44'4"153'3"14'11"1DT -1"13DT -1"13T1T2T3T4T5B1W1W2W3W4W4W51012R=86plf U=100plf RL=4/-2plf W=18'5"15(Rigid Surface)25'6"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 28.17 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.Right end vertical 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 75 3.88 11.26 TC 56 13.26 17.88Apply 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.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 14.08 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / BV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4138
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.orgTAG = T44LEFT JIG = 5'0"13RIGHT JIG = 5'4"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"VALJOB #: Q-158998161012GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29609116'10"123'10"97'4"82'1'5"22'2"90"43'0"153'3"14'11"1DT -1"13DT -1"13T1T2T3T4T5B1W1W2W3W4W4W51012R=86plf U=100plf RL=5/-4plf W=16'10"12(Rigid Surface)26'10"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 29.50 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.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 3.88 11.26 TC 17 13.26 14.68Apply 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.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 14.75 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / BV3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4530
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.orgTAG = T52LEFT JIG = 5'0"13RIGHT JIG = 5'1"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-158998150309GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29609415'3"93'10"97'4"81'1"62'11"20"41'8"153'3"14'2"3DT -1"13T1T2T3T4B1W1W2W3W4W51012R=86plf U=100plf RL=5/-4plf W=15'3"9(Rigid Surface)28'2"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 30.46 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.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 3.88 11.26Apply 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 15.23 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / BV4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5004
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.orgTAG = T30LEFT JIG = 5'0"13RIGHT JIG = 4'8"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158998130806GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29609713'8"63'10"96'4"133'5"0"44"153'3"1DT -1"13T1T2T3B1W1W2W11012R=86plf U=100plf RL=5/-5plf W=13'8"6(Rigid Surface)29'6"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 31.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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 3.88 10.28Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 15.67 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / BV5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5589
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.orgTAG = T53LEFT JIG = 5'0"13RIGHT JIG = 5'0"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-158998101109GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29610010'11"93'10"93'2"63'10"90"43'3"1DT -1"13T1T2T1B1W1W11012R=86plf U=100plf RL=6/-6plf W=10'11"9(Rigid Surface)30'10"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 32.67 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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 38 3.88 7.08Apply 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 16.33 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / BV6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6982
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.orgTAG = T31LEFT JIG = 5'0"13RIGHT JIG = 5'0"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-15899870903GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961037'9"33'10"93'10"90"43'3"1T1T1B1W11012R=86plf U=100plf RL=9/-9plf W=7'9"3(Rigid Surface)32'2"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 34.00 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.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 17.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / BV7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8435
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.orgTAG = T32LEFT JIG = 2'11"13RIGHT JIG = 2'11"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-15899840612GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961064'6"122'3"62'3"60"41'11"1T1T1B1W11012R=85plf U=100plf RL=8/-8plf W=4'6"12(Rigid Surface)33'6"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 34.67 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.MWFRS loads based on trusses located at least 17.33 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / BV8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.4286
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.orgTAG = T14LEFT JIG = 5'11"14RIGHT JIG = 4'7"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"MONOJOB #: Q-15899840700GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 2961894'7"9"93'10"43'10"4T1B1W1W2W3M11'4"11207#2'0"121293#1'1"9812R=633# U=108# W=3"8(Rigid Surface)R=1207# U=301#22'2"142 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Wedge: 2x6 SP #1;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.25" 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 64 plf at 0.00 to 64 plf at 4.58 BC: From 10 plf at 0.00 to 10 plf at 4.58 BC: 207.16 lb Conc. Load at 1.39 BC: 1292.93 lb Conc. Load at 3.45115 mph wind, 24.56 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 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / C1 JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5621
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.orgTAG = T132OH LEFT RAKE = 2'3"3LEFT JIG = 6'7"12RIGHT JIG = 7'5"7DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIP_JACKJOB #: Q-15899850505GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961485'5"55'3"32"22'0"211"123'9"123'9"122"2T1B1W1M12'3"1440#2'3"1448#8"1137#8"1137#2'4"122'4"126.2512R=331# U=49# W=5"10(Rigid Surface)R=184# U=12#22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;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 2 plf at -2.13 to 63 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 5.44 BC: From 0 plf at -2.13 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 5.44 TC: 48.13 lb Conc. Load at 2.32 TC: 36.62 lb Conc. Load at 3.05 BC: 39.53 lb Conc. Load at 2.32 BC: 36.63 lb Conc. Load at 3.05115 mph wind, 24.11 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / C H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5146
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.orgTAG = T12OH LEFT RAKE = 1'5"7LEFT JIG = 5'11"14RIGHT JIG = 5'9"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15899840700GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2961094'7"1'2"89"93'10"43'10"4T1B1W1M1812R=287# RL=65/-42# W=3"8(Rigid Surface)R=182# U=25#22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.16 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.MWFRS loads based on trusses located at least 24.16 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / C JaxTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6155
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.orgTAG = T173LEFT JIG = 20'2"11RIGHT JIG = 17'4"4DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVEHIP_PURLIN_FRAMEJOB #: Q-158998140810GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29677514'8"511'2"63'5"157'0"17'8"40"410'6"911'6"916'10"2T1T2B1B2W1W2W3W4W4W5W618.031218.0312This design is for a purlin frame to be used within aroof hip system to provide a surface for roof sheathingattachment. Frame will be placed on top of trussescomprising hip system. Refer to Alpine detaildrawing HIPFRAME1103 for attachment requirements.Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W4,W5 2x4 SP #2;Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / C Q.F.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1782
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.orgTAG = T129OH LEFT RAKE = 1'5"7LEFT JIG = 3'1"RIGHT JIG = 3'4"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899820111GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2968262'1"111'2"89"92'2"112'2"11T1B1M1812R=197# U=6# RL=47/-31# W=5"8(Rigid Surface)R=40# U=1# NAILEDR=48# U=20# NAILED22'2"1424'2"1Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.35 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.MWFRS loads based on trusses located at least 11.67 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / CF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0369
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.orgTAG = T8OH LEFT RAKE = 1'6"14LEFT JIG = 3'2"7RIGHT JIG = 3'1"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"JACKJOB #: Q-15899811010GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961361'10"101'2"81'0"42'7"22'7"2T1B1W1W21012R=195# RL=42/-42# W=3"8(Rigid Surface)R=37# Rw=37# U=11# NAILEDR=37# U=11# NAILED22'2"1424'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.54 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.MWFRS loads based on trusses located at least 23.54 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / CF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8762
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.orgTAG = T34LEFT JIG = 4'11"6RIGHT JIG = 3'8"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899840104GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961304'1"40"42'9"22'9"2T1B1W1812R=84plf RL=10plf W=4'1"4(Rigid Surface)23'4"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.86 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 24.86 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / CV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.9337
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.orgTAG = T35LEFT JIG = 1'11"5RIGHT JIG = 1'2"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-15899810704GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961331'7"40"41'1"21'1"2T1B1W1812R=133# W=1'7"4(Rigid Surface)25'Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.69 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 25.69 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / CV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =2.3592
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.orgTAG = T15LEFT JIG = 8'11"12RIGHT JIG = 7'1"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15899870100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 2961927'1"9"95'6"45'6"4T1B1W1W2W3M11'10"11138#2'207#2'0"121297#1'1"9812R=664# U=96# W=5"8(Rigid Surface)R=1503# U=345#22'2"142 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Wedge: 2x6 SP #1;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 6.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 64 plf at 0.00 to 64 plf at 7.08 BC: From 10 plf at 0.00 to 10 plf at 7.08 BC: 138.33 lb Conc. Load at 1.89 BC: 207.16 lb Conc. Load at 3.89 BC: 1296.50 lb Conc. Load at 5.95115 mph wind, 25.40 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 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / D1 JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3769
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.orgTAG = T25OH LEFT RAKE = 2'3"3LEFT JIG = 10'2"13RIGHT JIG = 10'7"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"HIP_JACKJOB #: Q-15899880712GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961518'7"128'5"102"22'0"211"125'5"125'5"122"2T1B1W1W2W3M11'1"914#1'1"9-24#1'2"640#1'2"648#1'4"645#1'4"654#1'10"89#1'10"132#8"1179#8"11111#2'4"122'4"126.2512R=607# U=250# W=5"10(Rigid Surface)R=605# U=145#22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;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 -2.01 to 63 plf at 1.13 TC: From 31 plf at 1.13 to 31 plf at 6.25 TC: From 63 plf at 6.25 to 63 plf at 8.64 BC: From 5 plf at -2.01 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 6.25 BC: From 20 plf at 6.25 to 20 plf at 8.64 TC: -24.28 lb Conc. Load at 1.13 TC: 48.13 lb Conc. Load at 2.32 TC: 53.62 lb Conc. Load at 3.69 TC: 131.81 lb Conc. Load at 5.53 TC: 110.92 lb Conc. Load at 6.25 BC: 13.73 lb Conc. Load at 1.13 BC: 39.53 lb Conc. Load at 2.32 BC: 45.03 lb Conc. Load at 3.69 BC: 89.22 lb Conc. Load at 5.53 BC: 78.87 lb Conc. Load at 6.25115 mph wind, 24.94 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.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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / D H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2960
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.orgTAG = T2OH LEFT RAKE = 1'5"7LEFT JIG = 8'11"12RIGHT JIG = 8'3"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15899870100GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2961187'1"1'2"89"95'6"45'6"4T1B1W1M1812R=388# RL=116/-52# W=5"8(Rigid Surface)R=291# U=58#22'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.99 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.MWFRS loads based on trusses located at least 12.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / D JaxTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4410
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.orgTAG = T172LEFT JIG = 7'10"3RIGHT JIG = 9'11"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVEHIP_PURLIN_FRAMEJOB #: Q-15899891006GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2967721'2"8'8"14'3"155'6"21'2"8'8"19'10"13'6"90"41'9"18'3"9T1T2B1B2W1W2W1W318.031218.0312This design is for a purlin frame to be used within aroof hip system to provide a surface for roof sheathingattachment. Frame will be placed on top of trussescomprising hip system. Refer to Alpine detaildrawing HIPFRAME1103 for attachment requirements.Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / D Q.F.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3618
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.orgTAG = T11OH LEFT RAKE = 1'5"7LEFT JIG = 6'0"10RIGHT JIG = 5'10"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899840711GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961154'7"111'2"89"93'10"113'10"11T1B1M1812R=289# RL=82/-42# W=5"8(Rigid Surface)R=89# NAILEDR=132# U=42# NAILED22'2"1425'10"1Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.18 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.MWFRS loads based on trusses located at least 12.09 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / DF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6302
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.orgTAG = T4OH LEFT RAKE = 1'5"7LEFT JIG = 3'1"RIGHT JIG = 3'4"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899820111GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2968292'1"111'2"89"92'2"112'2"11T1B1M1812R=197# U=6# RL=47/-31# W=5"8(Rigid Surface)R=40# U=1# NAILEDR=48# U=20# NAILED22'2"1424'2"1Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.35 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.MWFRS loads based on trusses located at least 11.67 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / DF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0369
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.orgTAG = T10OH LEFT RAKE = 1'6"14LEFT JIG = 5'9"3RIGHT 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"JACKJOB #: Q-15899831010GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961393'10"101'2"81'0"44'3"24'3"2T1B1W1W21012R=267# RL=89/-55# W=3"8(Rigid Surface)R=79# U=9# NAILEDR=111# U=40# NAILED22'2"1426'2"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.37 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.MWFRS loads based on trusses located at least 12.19 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / DF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5605
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.orgTAG = T57OH LEFT RAKE = 1'6"14LEFT JIG = 3'8"9RIGHT JIG = 3'5"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899820307GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961422'3"71'2"81'0"42'11"22'11"2T1B1W1W21012R=207# RL=61/-45# W=3"8(Rigid Surface)R=45# U=13# NAILEDR=54# U=21# NAILED22'2"1424'10"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.71 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.MWFRS loads based on trusses located at least 11.85 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / DF4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7874
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.orgTAG = T58OH LEFT RAKE = 1'6"14LEFT JIG = 1'8"13RIGHT JIG = 1'10"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"JACKJOB #: Q-158998804GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961453"84"121'2"88"41'0"41'7"21'7"24"12T1B1W11012R=191# U=54# W=3"8(Rigid Surface)R=14# NAILEDR=-53# Rw=48# U=88# RL=32/-34# NAILED22'2"1423'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.04 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.MWFRS loads based on trusses located at least 11.52 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / DF5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.3235
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.orgTAG = T36LEFT JIG = 7'5"6RIGHT JIG = 5'9"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"VALJOB #: Q-15899860204GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961216'2"40"44'1"124'1"12T1B1W1812R=84plf U=100plf RL=11/-4plf W=6'2"4(Rigid Surface)23'7"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.83 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 25.83 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / DV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6210
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.orgTAG = T37LEFT JIG = 4'5"6RIGHT JIG = 3'3"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899830804GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961243'8"40"42'5"122'5"12T1B1W1812R=84plf U=100plf RL=11plf W=3'8"4(Rigid Surface)25'3"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 26.66 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 26.66 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / DV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0382
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.orgTAG = T38LEFT JIG = 1'5"5RIGHT JIG = 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"VALJOB #: Q-15899810204GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961271'2"40"49"129"12T1B1812R=98# W=1'2"4(Rigid Surface)26'11"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lumber 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.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 27.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / DV3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =3.2694
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.orgTAG = T22LEFT JIG = 9'1"2RIGHT JIG = 9'1"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"COMNJOB #: Q-158998121100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29618512'11"6'5"86'5"81'0"46'4"13T1T1B1W1W2W3W2W1M1M16'5"111478#6'5"51012R=1293# U=352#H = H1R=1297# U=353#H = H222'2"142 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;Rt Stub Wedge: 2x6 SP #1;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.25" 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 66 plf at 0.00 to 66 plf at 12.92 BC: From 20 plf at 0.00 to 20 plf at 12.92 BC: 1478.15 lb Conc. Load at 6.47115 mph wind, 25.95 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.(J) Hanger Support Required, by othersDeflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / ETHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3517
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.orgTAG = T9OH LEFT RAKE = 2'3"3LEFT JIG = 12'0"5RIGHT JIG = 12'3"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"HIP_JACKJOB #: Q-158998100214GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29618210'2"1410'0"122"22'0"211"126'3"116'3"112"2T1B1W1W2W3M18"1013#8"10-9#1'10"1331#1'10"1324#1'3"1064#1'3"1092#1'3"266#1'3"2101#1'11"5114#1'11"5170#7"799#7"7153#2'6"2'6"6.2512R=497# U=203# W=8"13(Rigid Surface)R=571# U=215#H = H122'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;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 2 plf at -2.13 to 63 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 10.24 BC: From 0 plf at -2.13 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 10.24 TC: -8.63 lb Conc. Load at 0.72 TC: 23.71 lb Conc. Load at 2.62 TC: 91.99 lb Conc. Load at 3.92 TC: 101.08 lb Conc. Load at 5.18 TC: 169.71 lb Conc. Load at 7.12 TC: 152.77 lb Conc. Load at 7.74 BC: 13.14 lb Conc. Load at 0.72 BC: 30.95 lb Conc. Load at 2.62 BC: 64.43 lb Conc. Load at 3.92 BC: 66.07 lb Conc. Load at 5.18 BC: 113.66 lb Conc. Load at 7.12 BC: 98.57 lb Conc. Load at 7.74115 mph wind, 25.36 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.(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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / E1 H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2593
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.orgTAG = T3OH LEFT RAKE = 2'3"3LEFT JIG = 12'0"5RIGHT JIG = 12'3"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"HIP_JACKJOB #: Q-158998100214GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29617910'2"1410'0"122"22'0"211"126'3"116'3"112"2T1B1W1W2W3M18"1013#8"10-9#1'10"1331#1'10"1324#1'3"1064#1'3"1092#1'3"265#1'3"288#1'11"5114#1'11"5170#7"799#7"7153#2'6"2'6"6.2512R=497# U=202# W=8"13(Rigid Surface)R=563# U=214#H = H122'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;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 2 plf at -2.13 to 63 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 10.24 BC: From 0 plf at -2.13 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 10.24 TC: -8.63 lb Conc. Load at 0.72 TC: 23.71 lb Conc. Load at 2.62 TC: 91.99 lb Conc. Load at 3.92 TC: 88.19 lb Conc. Load at 5.18 TC: 169.71 lb Conc. Load at 7.12 TC: 152.77 lb Conc. Load at 7.74 BC: 13.14 lb Conc. Load at 0.72 BC: 30.95 lb Conc. Load at 2.62 BC: 64.43 lb Conc. Load at 3.92, 5.18 BC: 113.66 lb Conc. Load at 7.12 BC: 98.57 lb Conc. Load at 7.74115 mph wind, 25.36 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.(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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / E H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2721
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.orgTAG = T24OH LEFT RAKE = 1'5"7LEFT JIG = 10'5"11RIGHT JIG = 9'6"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"EJACKJOB #: Q-15899880315GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961678'3"151'2"89"96'4"36'4"3T1B1W1W2M1812R=439# RL=134/-57# W=5"8(Rigid Surface)R=344# U=67#H = H122'2"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.41 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.(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 12.70 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / E JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3737
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.orgTAG = T19OH LEFT RAKE = 1'5"7LEFT JIG = 7'6"8RIGHT JIG = 7'1"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"JACKJOB #: Q-15899851010GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2961705'10"101'2"89"94'8"104'8"10T1B1M1812R=339# U=18# RL=149/-47# W=5"8(Rigid Surface)R=114# U=4# NAILEDR=170# U=93# NAILED22'2"1426'8"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / EF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5440
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.orgTAG = T20OH LEFT RAKE = 1'5"7LEFT JIG = 4'6"11RIGHT JIG = 4'7"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"JACKJOB #: Q-15899830410GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2961733'4"101'2"89"93'0"103'0"10T1B1M1812R=240# U=15# RL=94/-37# W=5"8(Rigid Surface)R=64# U=3# NAILEDR=92# U=53# NAILED22'2"1425'Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.76 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.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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / EF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8097
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.orgTAG = T21OH LEFT RAKE = 1'5"7LEFT JIG = 1'7"12RIGHT JIG = 2'1"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"JACKJOB #: Q-1589981010GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29617610"101'2"89"91'4"101'4"10T1B1M1812R=177# U=20# RL=41/-26# W=9"11(Rigid Surface)R=13# U=6# NAILEDR=-19# Rw=10# U=19# NAILED22'2"1423'4"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 22.93 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / EF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.5829
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.orgTAG = T16LEFT JIG = 6'11"9RIGHT JIG = 4'11"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"JACKJOB #: Q-15899840913GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2961544'9"131'0"45'0"65'0"6T1B1W1W21012R=207# RL=128/-31#H = H1R=99# U=12# NAILEDR=153# U=98# NAILED22'2"1426'11"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 25.27 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Left 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / EF4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5152
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.orgTAG = T17OH LEFT RAKE = 1'6"14LEFT JIG = 4'10"13RIGHT JIG = 4'5"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"JACKJOB #: Q-15899830209GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961573'2"91'2"81'0"43'8"63'8"6T1B1W1W21012R=241# RL=114/-51# W=5"8(Rigid Surface)R=65# U=19# NAILEDR=88# U=56# NAILED22'2"1425'7"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.10 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / EF5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6585
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.orgTAG = T23LEFT JIG = 4'10"13RIGHT JIG = 3'4"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"JACKJOB #: Q-15899830209GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2961613'2"91'0"43'8"63'8"6T1B1W1W21012R=138# RL=83/-20#H = H1R=66# U=14# NAILEDR=101# U=63# NAILED22'2"1425'7"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 24.60 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.Left 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / EF5ATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7008
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.orgTAG = T18OH LEFT RAKE = 1'6"14LEFT JIG = 2'10"6RIGHT JIG = 2'9"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"JACKJOB #: Q-15899810706GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2961641'7"61'2"81'0"42'4"62'4"6T1B1W1W21012R=188# RL=70/-40# W=5"8(Rigid Surface)R=31# Rw=35# U=25# NAILEDR=24# U=19# NAILED22'2"1424'3"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 23.43 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / EF6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.9797
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.orgTAG = T167OH LEFT RAKE = 1'5"7OH RIGHT RAKE = 1'5"7LEFT JIG = 18'11"8RIGHT JIG = 18'11"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"HIPSJOB #: Q-158998350300GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 29681435'3"15'1"85'15'1"81'2"81'2"81'4"311'5"3T1T2T1B1B2W1W2W3W4W5W6W5W4W3W2W1(a)(a)812R=1564# RL=260/-260# W=5"8(Rigid Surface)R=1564# W=5"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 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.End verticals not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 60 15.12 20.13Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1969
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.orgTAG = T170OH RIGHT RAKE = 1'5"7LEFT JIG = 18'9"15RIGHT JIG = 18'11"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"HIPSJOB #: Q-158998350100GAH01-17-2022REV. 21.02.01.1216.15QTY= 8 TOTAL= 8SEQ = 29662635'1"14'11"85'15'1"81'2"81'5"81'4"311'5"3T1T2T3B1B2W1W2W3W4W5W6W5W4W3W7W8(a)(a)812R=1473# RL=246/-237# W=3"8(Rigid Surface)R=1559# W=5"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 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.End verticals not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 60 14.96 19.96Apply 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.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1969
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.orgTAG = T83OH LEFT RAKE = 2'3"3LEFT JIG = 7'8"15RIGHT JIG = 8'1"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"HIP_JACKJOB #: Q-15899860110GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2965906'1"105'11"82"22'0"21'6"64'8"114'8"112"2T1B1W1W2W31'0"1413#1'0"14-26#1'11"553#1'11"567#7"744#7"752#2'6"2'6"6.2512R=416# U=168# W=8"13(Rigid Surface)R=313# U=78#8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lumber 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 -2.01 to 63 plf at 1.08 TC: From 31 plf at 1.08 to 31 plf at 3.64 TC: From 63 plf at 3.64 to 63 plf at 6.14 BC: From 5 plf at -2.01 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 3.64 BC: From 20 plf at 3.64 to 20 plf at 6.14 TC: -26.41 lb Conc. Load at 1.08 TC: 66.92 lb Conc. Load at 3.02 TC: 52.26 lb Conc. Load at 3.64 BC: 13.07 lb Conc. Load at 1.08 BC: 53.33 lb Conc. Load at 3.02 BC: 44.34 lb Conc. Load at 3.64115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F1 H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4222
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.orgTAG = T154OH LEFT RAKE = 1'6"14LEFT JIG = 11'3"3RIGHT JIG = 9'0"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15899871000GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 2966377'10"1'2"81'6"148'1"38'1"3T1B1W1W2W3W4W59"7712#2'712#1'1"1628#10"15677#2'677#1'0"91012R=2161# U=34# W=5"8(Rigid Surface)R=1926# U=33#8'6"82 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.25" 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 66 plf at -1.21 to 66 plf at 7.83 BC: From 5 plf at -1.21 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 7.83 BC: 712.02 lb Conc. Load at 0.79, 2.79 BC: 628.31 lb Conc. Load at 3.88 BC: 676.56 lb Conc. Load at 4.79, 6.79115 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.End verticals not exposed to wind pressure.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F1 JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2674
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.orgTAG = T74LEFT JIG = 5'9"13RIGHT JIG = 17'10"13DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVEHIP_PURLIN_FRAMEJOB #: Q-158998120413GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29681712'4"136'9"125'7"17'1"25'9"13T1B1B2M1M1M1M1M2M312.51212.512This design is for a purlin frame to be used within aroof hip system to provide a surface for roof sheathingattachment. Frame will be placed on top of trussescomprising hip system. Refer to Alpine detaildrawing HIPFRAME1103 for attachment requirements.Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F1 Q.F.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2325
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.orgTAG = T130OH RIGHT RAKE = 1'5"7LEFT JIG = 18'9"15RIGHT JIG = 18'11"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"HIPSJOB #: Q-158998350100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29663035'1"14'11"85'15'1"81'2"81'5"81'4"311'5"3DT -1"15T1T2T3B1B2W1W2W3W4W5W6W5W4W3W7W8(a)(a)812R=1473# RL=246/-236# W=3"8(Rigid Surface)R=1559# W=5"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 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.End verticals not exposed to wind pressure.(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 60 14.96 19.96Apply 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.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F1ATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1969
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.orgTAG = T131OH RIGHT RAKE = 1'5"7LEFT JIG = 15'9"15RIGHT JIG = 15'11"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPSJOB #: Q-158998350100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29663435'1"12'5"810'12'7"81'2"81'5"81'4"39'9"3DT -1"15T1T2T3B1B2W1W2W3W4W5W6W7W6W5W8W9W10W11(a)812R=1473# RL=208/-199# W=3"8(Rigid Surface)R=1559# W=5"8(Rigid Surface)8'6"8Value 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, 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.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 60 12.46 22.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 30.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F1BTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2109
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.orgTAG = T155OH RIGHT RAKE = 1'5"7LEFT JIG = 12'10"1RIGHT JIG = 12'11"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPSJOB #: Q-158998350100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29664735'1"9'11"815'10'1"81'2"81'5"81'4"38'1"3DT -1"2T1T2T3B1B2W1W2W3W4W5W6W7W6W7W8W5W4W3W9W1019'10"81926#1'0"4330#2'330#2'0"61549#10'1"14812R=2927# U=280# W=3"8(Rigid Surface)R=4027# U=487# W=5"8(Rigid Surface)8'6"82 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 64 plf at 0.00 to 64 plf at 19.88 TC: From 32 plf at 19.88 to 32 plf at 24.96 TC: From 64 plf at 24.96 to 64 plf at 36.29 BC: From 20 plf at 0.00 to 20 plf at 19.88 BC: From 10 plf at 19.88 to 10 plf at 24.93 BC: From 20 plf at 24.93 to 20 plf at 35.08 BC: From 5 plf at 35.08 to 5 plf at 36.29 BC: 1926.29 lb Conc. Load at 19.88 BC: 330.33 lb Conc. Load at 20.90,22.90 BC: 1548.94 lb Conc. Load at 24.93115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 62 9.96 24.96Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F1CTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1278
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.orgTAG = T90OH LEFT RAKE = 1'6"14LEFT JIG = 6'1"6RIGHT JIG = 5'0"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"MONOJOB #: Q-15899831000GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963113'10"1'2"81'6"144'9"34'9"3T1B1W1W2W31012R=265# RL=92/-56# W=5"8(Rigid Surface)R=151# U=65#8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F2 JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5440
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.orgTAG = T102LEFT JIG = 6'1"6RIGHT JIG = 4'1"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15899831000GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 PLIES= 2 TOTAL= 4SEQ = 2965873'10"1'6"144'9"34'9"3T1B1W1W2W3W4W51'11"142479#1'10"21012R=1357# U=238# W=5"8(Rigid Surface)R=1452# U=256#8'6"82 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 66 plf at 0.00 to 66 plf at 3.83 BC: From 20 plf at 0.00 to 20 plf at 3.83 BC: 2479.05 lb Conc. Load at 1.99115 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.End verticals not exposed to wind pressure.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F3 JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4723
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.orgTAG = T65OH LEFT RAKE = 2'3"3LEFT JIG = 14'10"14RIGHT JIG = 14'6"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIP_JACKJOB #: Q-158998120608GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29664112'6"812'4"62"22'0"21'6"68'0"118'0"112"2T1B1W1W2W3W4W5(a)2'4"428#2'4"415#7"1553#7"1567#1'10"1361#1'10"1382#1'3"10105#1'3"10151#1'3"294#1'3"2138#1'11"5218#1'11"598#7"7128#7"7190#2'6"2'6"6.2512R=1064# U=228# W=8"13(Rigid Surface)R=1219# U=217#8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP SS DenseBot chord 2x6 SP #1Webs 2x4 SP #2Lumber 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 -2.01 to 63 plf at 2.36 TC: From 31 plf at 2.36 to 31 plf at 10.04 TC: From 63 plf at 10.04 to 63 plf at 12.54 BC: From 5 plf at -2.01 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.36 BC: From 10 plf at 2.36 to 10 plf at 10.04 BC: From 20 plf at 10.04 to 20 plf at 12.54 TC: 15.10 lb Conc. Load at 2.36 TC: 66.92 lb Conc. Load at 3.02 TC: 82.46 lb Conc. Load at 4.92 TC: 151.25 lb Conc. Load at 6.22 TC: 138.34 lb Conc. Load at 7.48 TC: 97.78 lb Conc. Load at 9.42 TC: 189.69 lb Conc. Load at 10.04 BC: 27.57 lb Conc. Load at 2.36 BC: 53.33 lb Conc. Load at 3.02 BC: 61.21 lb Conc. Load at 4.92 BC: 105.24 lb Conc. Load at 6.22 BC: 94.47 lb Conc. Load at 7.48 BC: 218.43 lb Conc. Load at 9.42 BC: 128.16 lb Conc. Load at 10.04115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3189
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.orgTAG = T146OH LEFT RAKE = 3"6OH RIGHT RAKE = 3"6LEFT JIG = 2'3"13RIGHT JIG = 2'3"13DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-15899830512GAH01-17-2022REV. 21.02.01.1216.15QTY= 11 TOTAL= 11SEQ = 2967969"23'5"129"22'6"2'6"5'1'6"61"101"10T1T1B1M1812R=10# Rw=26# U=16# RL=34/-34# W=6"5(Rigid Surface)R=82plf W=3'5"12(Rigid Surface)R=10# W=6"5(Rigid Surface)19'11"1120'1"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X6(A1) except as noted.115 mph wind, 15.36 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=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Gable end supports 8" max rake overhang. Top chord must not be cut or notched.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 15.36 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F HatTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.4530
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.orgTAG = T94OH LEFT RAKE = 1'6"14LEFT JIG = 11'3"3RIGHT JIG = 9'0"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15899871000GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 2963087'10"1'2"81'6"148'1"38'1"3T1B1W1W2W3W4W51012R=430# RL=167/-85# W=5"8(Rigid Surface)R=330# U=104#8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F JaxTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3201
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.orgTAG = T63LEFT JIG = 10'8"RIGHT JIG = 10'8"DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVEHIP_PURLIN_FRAMEJOB #: Q-158998140909GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29682314'9"17'4"87'4"80"47'8"7T1T1B1M1M2M3M4M3M2M112.512This design is for a purlin frame to be used within aroof hip system to provide a surface for roof sheathingattachment. Frame will be placed on top of trussescomprising hip system. Refer to Alpine detaildrawing HIPFRAME1103 for attachment requirements.Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / F Q.F.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4119
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.orgTAG = T60OH LEFT RAKE = 1'5"7OH RIGHT RAKE = 1'5"7LEFT JIG = 18'11"8RIGHT JIG = 18'11"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"HIPSJOB #: Q-158998350300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29661535'3"15'1"85'15'1"81'2"81'2"81'4"311'5"3DT -1"15T1T2T1B1B2W1W2W3W4W5W6W5W4W3W2W1(a)(a)812R=1564# RL=260/-260# W=5"8(Rigid Surface)R=1564# W=5"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 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.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 60 15.12 20.13Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =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.orgTAG = T59OH LEFT RAKE = 1'5"7OH RIGHT RAKE = 1'5"7LEFT JIG = 15'11"9RIGHT JIG = 15'11"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPSJOB #: Q-158998350300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29660835'3"12'7"810'12'7"81'2"81'2"81'4"39'9"3DT -1"15T1T2T1B1B2W1W2W3W4W5W6W7W6W5W4W3W2W1(a)812R=1564# RL=222/-222# W=5"8(Rigid Surface)R=1564# W=5"8(Rigid Surface)8'6"8Value 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, 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.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 60 12.63 22.63Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FBTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2032
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.orgTAG = T1OH LEFT RAKE = 1'5"7OH RIGHT RAKE = 1'5"7LEFT JIG = 12'11"9RIGHT JIG = 12'11"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158998350300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29660435'3"10'1"86'1'6"1'6"6'10'1"81'2"81'2"81'4"38'1"38'1"39'1"3DT -1"15DT -1"15T1T2T3T3T2T1B1B2W1W2W3W4W5W6W7W8W8W7W6W5W4W3W2W1(a)(a)812R=1564# U=121# RL=206/-206# W=5"8(Rigid Surface)R=1564# U=121# W=5"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W6,W8 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.End verticals not exposed to wind pressure.(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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 51 10.13 16.12 TC 51 19.12 25.12Apply 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FCTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2032
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.orgTAG = T73OH LEFT RAKE = 1'5"7OH RIGHT RAKE = 1'5"7LEFT JIG = 9'11"11RIGHT JIG = 9'11"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158998350300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29660035'3"7'7"86'4'4'6'7'7"81'2"81'2"81'4"36'5"36'5"39'1"3DT -1"15DT -1"15T1T2T3T3T2T1B1B2W1W2W3W4W5W6W7W8W7W6W5W4W3W2W1(a)(a)812R=1564# U=121# RL=206/-206# W=5"8(Rigid Surface)R=1564# U=121# W=5"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W5,W8 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.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 46 7.63 13.62 TC 46 21.63 27.62Apply 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FDTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2032
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.orgTAG = T68OH LEFT RAKE = 1'5"7OH RIGHT RAKE = 1'5"7LEFT JIG = 7'RIGHT JIG = 7'DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158998350300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29659635'3"5'1"86'6'6"6'6"6'5'1"81'2"81'2"81'4"34'9"34'9"39'1"3DT -1"2DT -1"2T1T2T3T3T2T1B1B2W1W2W3W4W5W6W7W6W5W4W3W2W15'1"14464#8"101452#23'6"1452#8"10464#5'1"14812R=3480# U=519# W=5"8(Rigid Surface)R=3480# U=519# W=5"8(Rigid Surface)8'6"82 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.75" 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 64 plf at -1.21 to 64 plf at 36.46 BC: From 5 plf at -1.21 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 35.25 BC: From 5 plf at 35.25 to 5 plf at 36.46 BC: 464.09 lb Conc. Load at 5.16,30.09 BC: 1451.58 lb Conc. Load at 5.88,29.37115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 62 5.12 11.12 TC 62 24.13 30.12Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FETHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1911
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.orgTAG = T86OH LEFT RAKE = 1'6"14LEFT JIG = 9'2"11RIGHT JIG = 7'5"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"JACKJOB #: Q-15899860301GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964936'3"11'2"81'6"146'9"66'9"6T1B1W1W21012R=363# RL=138/-73# W=5"8(Rigid Surface)R=128# U=16# NAILEDR=190# U=73# NAILED8'6"815'0"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3822
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.orgTAG = T87OH LEFT RAKE = 1'6"14LEFT JIG = 7'2"RIGHT JIG = 5'10"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899840713GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964904'7"131'2"81'6"145'5"65'5"6T1B1W1W21012R=297# RL=108/-62# W=5"8(Rigid Surface)R=94# U=19# NAILEDR=138# U=53# NAILED8'6"813'8"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4758
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.orgTAG = T88OH LEFT RAKE = 1'6"14LEFT JIG = 5'1"8RIGHT JIG = 4'3"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899830010GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964873'0"101'2"81'6"144'1"64'1"6T1B1W1W21012R=234# RL=78/-50# W=5"8(Rigid Surface)R=61# U=25# NAILEDR=82# U=33# NAILED8'6"812'4"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6506
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.orgTAG = T89OH LEFT RAKE = 1'6"14LEFT JIG = 3'1"11RIGHT JIG = 2'8"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899810507GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964841'5"71'2"81'6"142'9"62'9"6T1B1W1W21012R=184# RL=48/-39# W=5"8(Rigid Surface)R=28# Rw=48# U=36# NAILEDR=15# Rw=18# U=9# NAILED8'6"811'0"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FF4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.9624
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.orgTAG = T84OH LEFT RAKE = 1'5"7LEFT JIG = 10'0"8RIGHT JIG = 8'10"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"JACKJOB #: Q-15899870803GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964757'8"31'2"81'4"36'5"106'5"10T1B1W1W2W3W4812R=412# RL=88/-56# W=5"8(Rigid Surface)R=218# U=16# NAILEDR=98# U=14# NAILED8'6"814'8"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.MWFRS loads based on trusses located at least 30.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FF5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4007
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.orgTAG = T85OH LEFT RAKE = 1'5"7LEFT JIG = 7'0"12RIGHT JIG = 6'4"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"JACKJOB #: Q-15899850203GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964785'2"31'2"81'4"34'9"104'9"10T1B1W1W2812R=311# RL=63/-45# W=5"8(Rigid Surface)R=105# U=1# NAILEDR=151# U=23# NAILED8'6"813'0"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.MWFRS loads based on trusses located at least 30.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FF6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5397
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.orgTAG = T69OH LEFT RAKE = 1'5"7LEFT JIG = 4'1"8RIGHT JIG = 3'11"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"JACKJOB #: Q-15899820803GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 2964812'8"31'2"81'4"33'1"103'1"10T1B1W1W2812R=215# RL=57/-33# W=5"8(Rigid Surface)R=53# U=16# NAILEDR=67# U=23# NAILED8'6"811'4"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FF7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8538
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.orgTAG = T70OH LEFT RAKE = 1'6"14LEFT JIG = 4'1"7RIGHT JIG = 3'6"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"JACKJOB #: Q-15899820301GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964962'3"11'2"81'6"143'5"63'5"6T1B1W1W21012R=206# RL=63/-44# W=5"8(Rigid Surface)R=44# Rw=51# U=29# NAILEDR=52# U=22# NAILED8'6"811'8"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FF8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7764
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.orgTAG = T71OH LEFT RAKE = 1'6"14LEFT JIG = 2'2"9RIGHT JIG = 1'11"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"JACKJOB #: Q-158998713GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963093"84"51'2"87"131'6"142'1"62'1"64"5T1B1W11012R=194# U=55# W=5"8(Rigid Surface)R=13# NAILEDR=-58# Rw=44# U=89# RL=33/-33# NAILED8'6"810'4"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FF9THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.2657
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.orgTAG = T64LEFT JIG = 8'0"12RIGHT JIG = 5'10"6DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899860203GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962966'2"30"45'2"15'2"1T1B1W1W21012R=86plf RL=12/-7plf W=6'2"3(Rigid Surface)11'5"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 15.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4979
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.orgTAG = T126LEFT JIG = 5'11"12RIGHT JIG = 4'3"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899840700GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962974'7"0"43'10"13'10"1T1B1W11012R=86plf RL=11/-7plf W=4'7"(Rigid Surface)12'9"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 15.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6709
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.orgTAG = T127LEFT JIG = 3'10"12RIGHT JIG = 2'8"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-15899821112GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962982'11"120"42'6"12'6"1T1B1W11012R=85plf RL=11plf W=2'11"12(Rigid Surface)14'1"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.53 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 15.53 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FV3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0279
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.orgTAG = T128LEFT JIG = 1'9"12RIGHT JIG = 1'1"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-15899810409GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962991'4"90"41'2"11'2"1T1B1W11012R=117# W=1'4"9(Rigid Surface)15'5"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 16.20 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 8.10 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FV4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =2.1971
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.orgTAG = T55LEFT JIG = 4'0"13RIGHT JIG = 2'9"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899830106GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963123'1"60"42'7"62'7"6T1B1W11012R=85plf U=100plf RL=16plf W=3'1"6(Rigid Surface)10'8"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FV5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.9842
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.orgTAG = T104LEFT JIG = 1'11"13RIGHT JIG = 1'2"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899810603GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963131'6"30"41'3"61'3"6T1B1W11012R=128# U=1# W=1'6"3(Rigid Surface)12'0"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / FV6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =2.0069
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.orgTAG = T72LEFT JIG = 11'9"3RIGHT JIG = 11'9"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPSJOB #: Q-158998230300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29658223'3"9'1"85'0"19'1"81'4"37'5"3T1T2T1B1B2W1W2W3W4W5W6W5W4W3W2W19'1"131312#2'0"6295#10"9295#2'0"61312#9'1"14812R=2479# U=476#H = H1R=2479# U=476#H = H28'6"82 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 9.50" 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 64 plf at 0.00 to 64 plf at 9.12 TC: From 32 plf at 9.12 to 32 plf at 14.13 TC: From 64 plf at 14.13 to 64 plf at 23.25 BC: From 20 plf at 0.00 to 20 plf at 9.15 BC: From 10 plf at 9.15 to 10 plf at 14.10 BC: From 20 plf at 14.10 to 20 plf at 23.25 BC: 1311.89 lb Conc. Load at 9.15,14.10 BC: 295.07 lb Conc. Load at 11.18,12.07115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.(J) Hanger Support Required, by othersIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 60 9.12 14.13Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / GTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1995
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.orgTAG = T103OH LEFT RAKE = 2'3"3LEFT JIG = 13'5"9RIGHT JIG = 13'3"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"HIP_JACKJOB #: Q-158998110301GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29657811'3"111'0"152"22'0"21'6"67'4"117'4"112"2T1B1W1W2W3W4W51'0"1413#1'0"14-27#7"1532#7"1526#1'10"1344#1'10"1352#1'3"1084#1'3"10119#1'3"278#1'3"2110#1'11"5137#1'11"5197#7"7111#7"7164#2'6"2'6"6.2512R=861# U=295# W=8"13(Rigid Surface)R=1017# U=226#8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP SS DenseBot chord 2x6 SP #1Webs 2x4 SP #2Lumber 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 -2.01 to 63 plf at 1.07 TC: From 31 plf at 1.07 to 31 plf at 8.76 TC: From 63 plf at 8.76 to 63 plf at 11.26 BC: From 5 plf at -2.01 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 8.76 BC: From 20 plf at 8.76 to 20 plf at 11.26 TC: -26.55 lb Conc. Load at 1.07 TC: 26.00 lb Conc. Load at 1.73 TC: 52.18 lb Conc. Load at 3.63 TC: 119.04 lb Conc. Load at 4.94 TC: 109.74 lb Conc. Load at 6.19 TC: 197.44 lb Conc. Load at 8.14 TC: 164.27 lb Conc. Load at 8.76 BC: 13.02 lb Conc. Load at 1.07 BC: 32.41 lb Conc. Load at 1.73 BC: 44.30 lb Conc. Load at 3.63 BC: 84.38 lb Conc. Load at 4.94 BC: 78.15 lb Conc. Load at 6.19 BC: 136.63 lb Conc. Load at 8.14 BC: 111.23 lb Conc. Load at 8.76115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / G H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2468
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.orgTAG = T169OH LEFT RAKE = 1'6"14LEFT JIG = 10'2"12RIGHT JIG = 8'3"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"MONOJOB #: Q-15899870006GAH01-17-2022REV. 21.02.01.1216.15QTY= 4 TOTAL= 4SEQ = 2963217'0"61'2"81'6"147'5"37'5"3T1B1W1W2W31012R=396# RL=152/-79# W=5"8(Rigid Surface)R=295# U=96#8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / G JaxTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3489
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.orgTAG = T97OH LEFT RAKE = 1'6"14LEFT JIG = 8'2"5RIGHT JIG = 6'8"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899850507GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2965145'5"71'2"81'6"146'1"66'1"6T1B1W1W21012R=330# RL=123/-68# W=5"8(Rigid Surface)R=111# U=17# NAILEDR=164# U=63# NAILED8'6"814'4"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / GF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4240
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.orgTAG = T98OH LEFT RAKE = 1'6"14LEFT JIG = 6'1"11RIGHT JIG = 5'1"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"JACKJOB #: Q-15899831003GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2965113'10"31'2"81'6"144'9"64'9"6T1B1W1W21012R=265# RL=93/-56# W=5"8(Rigid Surface)R=78# U=22# NAILEDR=110# U=43# NAILED8'6"813'0"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / GF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5601
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.orgTAG = T99OH LEFT RAKE = 1'6"14LEFT JIG = 4'1"6RIGHT JIG = 3'6"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"JACKJOB #: Q-15899820300GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2965082'3"1'2"81'6"143'5"63'5"6T1B1W1W21012R=206# RL=63/-44# W=5"8(Rigid Surface)R=44# Rw=51# U=29# NAILEDR=52# U=22# NAILED8'6"811'8"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / GF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7768
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.orgTAG = T100OH LEFT RAKE = 1'6"14LEFT JIG = 2'2"9RIGHT JIG = 1'11"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"JACKJOB #: Q-158998713GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963173"84"51'2"87"131'6"142'1"62'1"64"5T1B1W11012R=194# U=55# W=5"8(Rigid Surface)R=13# NAILEDR=-58# Rw=44# U=89# RL=33/-33# NAILED8'6"810'4"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / GF4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.2668
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.orgTAG = T93OH LEFT RAKE = 1'5"7LEFT JIG = 8'10"3RIGHT JIG = 7'10"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"JACKJOB #: Q-15899860802GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964996'8"21'2"81'4"35'9"105'9"10T1B1W1W2812R=371# RL=117/-52# W=5"8(Rigid Surface)R=137# U=5# NAILEDR=197# U=63# NAILED8'6"814'0"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / GF5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4616
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.orgTAG = T95OH LEFT RAKE = 1'5"7LEFT JIG = 5'10"9RIGHT JIG = 5'5"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"JACKJOB #: Q-15899840202GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2965024'2"21'2"81'4"34'1"104'1"10T1B1W1W2812R=271# RL=79/-40# W=5"8(Rigid Surface)R=84# U=11# NAILEDR=119# U=39# NAILED8'6"812'4"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / GF6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6476
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.orgTAG = T96OH LEFT RAKE = 1'5"7LEFT JIG = 2'11"13RIGHT JIG = 2'11"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"JACKJOB #: Q-15899810802GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2965051'8"21'2"81'4"32'5"102'5"10T1B1W1W2812R=184# RL=42/-29# W=5"8(Rigid Surface)R=32# Rw=36# U=21# NAILEDR=26# U=11# NAILED8'6"810'8"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / GF7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0850
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.orgTAG = T116OH LEFT RAKE = 1'5"7LEFT JIG = 18'6"12RIGHT JIG = 14'3"4DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPMJOB #: Q-158998230708GAH01-17-2022REV. 21.02.01.1216.15QTY= 4 TOTAL= 4SEQ = 29632523'7"814'9"88'10"1'2"81'4"311'2"911'2"9T1T2B1B2W1W2W3W4W5W6W7W6W7(a)(a)(a)(a)812R=1078# RL=159/-88# W=3"8(Rigid Surface)R=991# W=3"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W1,W2,W3 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.25 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.(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 14.79 23.63Apply 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 15.25 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2008
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.orgTAG = T147OH LEFT RAKE = 1'5"7LEFT JIG = 18'6"12RIGHT JIG = 17'4"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158998430100GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29654123'5"1219'7"414'9"814'11"1513'3"843'1"1'2"81'4"32'4"311'2"9T1T2T3B1B2B3W1W2W3W4W5W6W7W8W5W9W10W11W12(a)(b)(b)(b)(a)812R=922# RL=232/-236# W=3"8(Rigid Surface)R=2206# W=3"8(Rigid Surface)R=677#H = H18'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W1,W2,W3,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 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals 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 115 14.79 29.79Apply 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 30.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1728
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.orgTAG = T144OH LEFT RAKE = 3"6OH RIGHT RAKE = 3"6LEFT JIG = 8'3"12RIGHT JIG = 8'3"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158998130512GAH01-17-2022REV. 21.02.01.1216.15QTY= 8 TOTAL= 8SEQ = 2963549"213'5"129"27'6"7'6"14'11"154'10"61"101"10T1T1B1M1M2M1812R=19# Rw=71# U=59# RL=112/-112# W=6"5(Rigid Surface)R=70plf W=13'5"12(Rigid Surface)R=19# W=6"5(Rigid Surface)19'9"119'10"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 17.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Gable end supports 8" max rake overhang. Top chord must not be cut or notched.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 17.82 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H1 HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.4844
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.orgTAG = T114LEFT JIG = 5'9"5RIGHT JIG = 3'10"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"MONOJOB #: Q-15899830613GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 PLIES= 2 TOTAL= 4SEQ = 2965293'6"131'6"144'6"84'6"8T1B1W1W2W310"2894#1'11"4527#9"71012R=935# U=142# W=3"8(Rigid Surface)R=757# U=80#8'6"82 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 66 plf at 0.00 to 66 plf at 3.57 BC: From 10 plf at 0.00 to 10 plf at 3.57 BC: 893.63 lb Conc. Load at 0.84 BC: 526.93 lb Conc. Load at 2.78115 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.End verticals not exposed to wind pressure.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H1 JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4766
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.orgTAG = T76LEFT JIG = 13'7"1RIGHT JIG = 14'4"14DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVEHIP_PURLIN_FRAMEJOB #: Q-158998180813GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29666918'8"138'9"19'11"1210'4"11T1T2B1W1W1W1W1W2W3W4W5W6M112.512This design is for a purlin frame to be used within aroof hip system to provide a surface for roof sheathingattachment. Frame will be placed on top of trussescomprising hip system. Refer to Alpine detaildrawing HIPFRAME1103 for attachment requirements.Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W3,W4,W5,W6 2x4 SP #3;Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H1 Q.F.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2889
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.orgTAG = T75OH LEFT RAKE = 1'5"7LEFT JIG = 18'6"13RIGHT JIG = 17'4"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"HIPSJOB #: Q-158998430100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29656723'5"1219'7"414'9"914'11"1413'3"943'1"1'2"81'4"32'4"311'2"9T1T2T3B1B2B3W1W2W3W4W5W6W7W8W9W10W7W11W12W13W141'7"10818#9"14886#40'7"8812R=2424# U=14# W=3"8(Rigid Surface)R=2414# U=140# W=3"8(Rigid Surface)R=628# U=43#8'6"82 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 64 plf at -1.21 to 64 plf at 43.08 BC: From 5 plf at -1.21 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 2.46 BC: From 20 plf at 2.46 to 20 plf at 43.08 BC: 818.30 lb Conc. Load at 1.64 BC: 886.30 lb Conc. Load at 2.46115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.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 120 14.80 29.79Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1627
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.orgTAG = T148OH LEFT RAKE = 2"15LEFT JIG = 5'1"RIGHT JIG = 5'6"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"VALJOB #: Q-15899880015GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2963608'8"103"84'4"24'8"9'0"23'5"103'4"3'5"131"10DT -1"13T1T2B1W1W21012R=-102# Rw=61# U=84# RL=52/-29# W=5"7(Rigid Surface)R=89plf U=100plf W=8'0"15(Rigid Surface)19'9"119'10"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 17.16 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=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical 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 56 3.70 8.37Apply 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.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 17.16 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H2 HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.5744
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.orgTAG = T232LEFT JIG = 16'6"15RIGHT JIG = 17'4"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158998400600GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29634420'10"1219'7"412'2"814'11"1513'3"840'6"3'0"142'4"311'2"9T1T2T3B1B2B3W1W2W3W4W5W6W7W8W5W9W10W11W12(a)(b)(b)(b)(a)812R=775# RL=193/-199#H = H1R=1989# W=3"8(Rigid Surface)R=712#H = H28'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W1,W2,W3,W10,W11,W12 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals 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 111 12.21 27.21Apply 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 17.82 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H3THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.1779
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.orgTAG = T235OH LEFT RAKE = 2"15LEFT JIG = 3'0"2RIGHT JIG = 6'3"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-15899880015GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2963668'8"103"82'8"156'3"39'0"22'1"102'2'1"131"10DT -1"13T1T2B1W1W21012R=-10# Rw=37# U=16# RL=32# W=5"7(Rigid Surface)R=77plf U=100plf W=8'0"15(Rigid Surface)19'9"119'10"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X6(A1) except as noted.115 mph wind, 17.16 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=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical 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 75 2.10 8.37Apply 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.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 17.16 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H3 HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.8945
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.orgTAG = T174OH RIGHT RAKE = 1'5"7LEFT JIG = 15'9"10RIGHT JIG = 16'5"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158998400908GAH01-17-2022REV. 21.02.01.1216.15QTY= 4 TOTAL= 4SEQ = 29635137'9"83'12'6"14'11"1513'3"840'9"81'2"81'3"149"99'7"15T1T2T3B1B2B3W1W2W3W4W5W6W7W6W5W8W9W10W11M1(a)(a)812R=1573# RL=219/-213# W=3"8(Rigid Surface)R=1949# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W5,W6,W7 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.42 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Left end vertical not exposed to wind pressure.Right cantilever is exposed to wind(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 49 12.50 27.50Apply 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 34.84 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H4THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.1822
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.orgTAG = T236OH LEFT RAKE = 2"15LEFT JIG = 2'10"7RIGHT JIG = 4'7"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899880015GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2963728'8"103"82'7"101'5"144'10"109'0"29"108"2'0"121"10DT -1"13T1T2T3B1W1W2W31012R=-15# Rw=33# U=29# RL=41/-35# W=5"7(Rigid Surface)R=78plf U=100plf W=8'0"15(Rigid Surface)19'9"119'10"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 17.78 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=2.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical 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 59 3.49 8.37Apply 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.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 17.78 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H4 HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.8945
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.orgTAG = T91OH LEFT RAKE = 2'3"3LEFT JIG = 7'3"4RIGHT JIG = 7'8"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"HIP_JACKJOB #: Q-15899850809GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2965175'8"95'6"72"22'0"21'6"64'6"14'6"12"2T1B1W1W2W32'7"246#2'7"254#7"739#7"741#2'6"2'6"6.2512R=340# U=55# W=5"10(Rigid Surface)R=195# U=37#8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lumber 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 2 plf at -2.13 to 63 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 5.71 BC: From 0 plf at -2.13 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 5.71 TC: 54.48 lb Conc. Load at 2.59 TC: 41.08 lb Conc. Load at 3.21 BC: 46.39 lb Conc. Load at 2.59 BC: 38.76 lb Conc. Load at 3.21115 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.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4809
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.orgTAG = T134OH LEFT RAKE = 3"6LEFT JIG = 8'3"12RIGHT JIG = 4'11"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-15899870906GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963348'6"83"87'6"1'4"8'10"4'1"53'11"114'10"61"10T1T2B1W1W2W3812R=20# Rw=60# U=24# RL=92/-51# W=6"5(Rigid Surface)R=73plf U=100plf W=7'9"6(Rigid Surface)19'9"119'10"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 22.25 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.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.MWFRS loads based on trusses located at least 22.25 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.5015
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.orgTAG = T67OH LEFT RAKE = 1'6"14LEFT JIG = 5'9"5RIGHT JIG = 4'9"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15899830613GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 2962953'6"131'2"81'6"144'6"84'6"8T1B1W1W2W31012R=254# RL=58/-54# W=3"8(Rigid Surface)R=139# U=32#H = H18'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.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 15.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H JaxTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5517
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.orgTAG = T118LEFT JIG = 7'8"14RIGHT JIG = 10'6"13DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVEHIP_PURLIN_FRAMEJOB #: Q-15899880714GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2966668'7"141'4"7'3"146'2"137'7"8T1T2B1W1W2W3W4M112.512This design is for a purlin frame to be used within aroof hip system to provide a surface for roof sheathingattachment. Frame will be placed on top of trussescomprising hip system. Refer to Alpine detaildrawing HIPFRAME1103 for attachment requirements.Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / H Q.F.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3938
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.orgTAG = T117OH LEFT RAKE = 3"6LEFT JIG = 5'3"12RIGHT JIG = 4'7"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPMJOB #: Q-15899870906GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2963408'6"83"85'3'10"8'10"3'2"13'0"73'2"61"10DT -1"15T1T2B1W1W2812R=-114# Rw=77# U=82# RL=68/-27# W=6"5(Rigid Surface)R=89plf U=100plf W=7'9"6(Rigid Surface)19'9"119'10"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 21.42 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.Right end vertical 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 46 4.24 8.07Apply 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 10.71 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HA HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.6753
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.orgTAG = T133OH LEFT RAKE = 3"6LEFT JIG = 2'3"13RIGHT JIG = 6'2"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"HIPMJOB #: Q-15899870906GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2963378'6"83"82'6"6'4"8'10"1'6"11'4"71'6"61"10DT -1"15T1T2B1W1W2M1812R=7# Rw=19# U=3# RL=22# W=6"5(Rigid Surface)R=74plf U=100plf W=7'9"6(Rigid Surface)19'9"119'10"11Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.115 mph wind, 15.25 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.Right end vertical not exposed to wind pressure.Gable end supports 8" max rake overhang. Top chord must not be cut or notched.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 75 1.74 8.07Apply 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 15.25 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HB HatTHIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.9215
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.orgTAG = T115OH LEFT RAKE = 1'5"7LEFT JIG = 18'6"12RIGHT JIG = 14'1"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"HIPMJOB #: Q-158998230708GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29665123'7"814'9"88'10"1'2"81'4"311'0"911'2"9DT -1"15T1T2B1B2W1W2W3W4W5W6W7W6W7(a)(b)(b)(b)812R=1078# RL=158/-88# W=3"8(Rigid Surface)R=991# U=84# W=3"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W1,W2,W3 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.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc.(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 14.79 23.63Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HCTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1856
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.orgTAG = T113OH LEFT RAKE = 1'5"7LEFT JIG = 15'6"12RIGHT JIG = 14'8"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPMJOB #: Q-158998230708GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29665523'7"812'3"811'4"1'2"81'4"39'4"99'6"9DT -1"15T1T2B1B2W1W2W3W4W5W6W7W6W7(a)(b)(b)812R=1078# U=43# RL=200/-77# W=3"8(Rigid Surface)R=991# U=124# W=3"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W1,W2,W3,W4 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.End verticals not exposed to wind pressure.(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) 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 12.29 23.63Apply 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HDTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2180
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.orgTAG = T111OH LEFT RAKE = 1'5"7LEFT JIG = 12'6"13RIGHT JIG = 15'10"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"HIPMJOB #: Q-158998230708GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29665923'7"89'9"813'10"1'2"81'4"37'8"97'10"8DT -1"15T1T2B1B2W1W2W3W4W5W6W7W6W7(a)(b)812R=1078# U=59# RL=163/-66# W=3"8(Rigid Surface)R=991# U=113# W=3"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 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.End verticals not exposed to wind pressure.(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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 65 9.79 23.63Apply 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HETHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2641
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.orgTAG = T110OH LEFT RAKE = 1'5"7LEFT JIG = 9'6"15RIGHT JIG = 17'5"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"HIPMJOB #: Q-158998230708GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29666323'7"87'3"816'4"1'2"81'4"36'0"96'2"9DT -1"15T1T2B1B2W1W2W3W4W5W4W5W4W5812R=1078# U=73# RL=125/-54# W=3"8(Rigid Surface)R=991# U=105# W=3"8(Rigid Surface)8'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.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 66 7.29 23.63Apply 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HFTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3082
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.orgTAG = T121OH LEFT RAKE = 1'6"14LEFT JIG = 3'9"8RIGHT JIG = 3'2"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"JACKJOB #: Q-15899811114GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964551'11"141'2"81'6"143'2"123'2"12T1B1W1W21012R=198# RL=58/-42# W=3"8(Rigid Surface)R=39# Rw=49# U=31# NAILEDR=41# U=18# NAILED8'6"811'5"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8296
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.orgTAG = T120OH LEFT RAKE = 1'5"7LEFT JIG = 3'8"15RIGHT JIG = 3'7"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899820403GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964522'4"31'2"81'4"32'11"2'11"T1B1W1W2812R=203# RL=52/-32# W=3"8(Rigid Surface)R=46# U=17# NAILEDR=54# U=19# NAILED8'6"811'2"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.9186
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.orgTAG = T226OH LEFT RAKE = 1'5"7LEFT JIG = 6'7"4RIGHT JIG = 19'4"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPMJOB #: Q-158998230708GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29653323'7"84'9"818'10"1'2"81'4"34'5"64'6"9DT -1"2T1T2B1B2W1W2W3W4W5W4W5W4W54'10"4952#12'10"4757#7"139#2'139#2'139#1'4"812R=2083# U=213# W=3"8(Rigid Surface)R=2111# U=233# W=3"8(Rigid Surface)8'6"82 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 64 plf at -1.21 to 64 plf at 23.62 BC: From 5 plf at -1.21 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 23.62 BC: 951.96 lb Conc. Load at 4.86 BC: 756.91 lb Conc. Load at 17.71 BC: 138.89 lb Conc. Load at 18.29,20.29,22.29115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.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 89 4.79 23.63Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HGTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3082
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.orgTAG = T77LEFT JIG = 3'0"5RIGHT JIG = 2'0"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-15899820312GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962872'3"120"41'11"61'11"6T1B1W11012R=85plf U=100plf RL=15plf W=2'3"12(Rigid Surface)11'1"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.3207
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.orgTAG = T119LEFT JIG = 3'7"6RIGHT JIG = 2'5"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899820903GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962892'9"30"42'3"152'3"15T1B1W11012R=85plf RL=10plf W=2'9"3(Rigid Surface)10'9"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 15.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.1073
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.orgTAG = T122LEFT JIG = 1'6"6RIGHT JIG = 10"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899810200GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964581'2"0"411"1511"15T1B11012R=98# W=1'2"(Rigid Surface)12'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lumber 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.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 15.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =2.6809
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.orgTAG = T135LEFT JIG = 14'2"7RIGHT JIG = 12'9"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158998191100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29635719'11"10'10"139'0"20"49'1"49'1"4T1T2B1W1W2W3W4W4(a)(a)(a)1012R=86plf RL=7/-4plf W=19'11"(Rigid Surface)10'7"13Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W1,W2 2x4 SP #3;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.16 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) 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 75 10.90 19.91Apply 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.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 17.16 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV4THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.2359
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.orgTAG = T141LEFT JIG = 12'1"7RIGHT JIG = 11'10"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-158998180312GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29636318'3"129'3"109'0"20"47'9"47'9"4T1T2B1W1W2W3W31012R=86plf RL=6/-3plf W=18'3"12(Rigid Surface)11'11"13Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.16 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.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 9.30 18.31Apply 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.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 17.16 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV5THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.2874
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.orgTAG = T145LEFT JIG = 10'0"8RIGHT JIG = 11'0"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"VALJOB #: Q-158998160809GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29636916'8"97'8"79'0"20"46'5"46'5"4T1T2B1W1W2W3W31012R=86plf RL=6/-3plf W=16'8"9(Rigid Surface)13'3"13Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.78 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.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 7.70 16.71Apply 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.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 17.78 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV6THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.3469
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.orgTAG = T143LEFT JIG = 11'4"11RIGHT JIG = 5'7"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158998150106GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29677815'1"68'8"143'1"23'3"60"44'6"157'3"10DT -1"13T1T2T3B1W1W2W3W41012R=86plf RL=9/-6plf W=15'1"6(Rigid Surface)14'7"13Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 18.45 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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 39 11.83 15.11Apply 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.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 18.45 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3058
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.orgTAG = T142LEFT JIG = 9'3"11RIGHT JIG = 2'6"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158998130603GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29678113'6"37'1"114'8"51'8"30"41'10"155'11"10DT -1"13T1T2T3B1W1W2W3W41012R=86plf RL=9/-8plf W=13'6"3(Rigid Surface)15'11"13Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 19.11 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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 20 11.83 13.51Apply 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.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 19.11 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3741
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.orgTAG = T137LEFT JIG = 7'2"11RIGHT JIG = 7'2"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158998110015GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29678711'0"155'6"85'6"80"44'7"10T1T1B1W11012R=86plf RL=9/-9plf W=11'0"15(Rigid Surface)17'3"13Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 19.78 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 19.78 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV9THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5737
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.orgTAG = T138LEFT JIG = 5'1"11RIGHT JIG = 5'1"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899871009GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2967907'10"93'11"43'11"40"43'3"10T1T1B1W11012R=86plf RL=9/-9plf W=7'10"9(Rigid Surface)18'7"13Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 20.45 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 20.45 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV10THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8053
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.orgTAG = T139LEFT JIG = 3'0"11RIGHT JIG = 3'0"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899840803GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2967934'8"32'4"12'4"10"41'11"10T1T1B1W11012R=85plf RL=8/-8plf W=4'8"3(Rigid Surface)19'11"13Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 21.11 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 21.11 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / HV11THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.3501
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.orgTAG = T125LEFT JIG = 8'4"4RIGHT JIG = 8'4"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"SPECJOB #: Q-158998120608GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29652312'6"86'3"6'3"81'4"81'4"35'6"8T1T2B1W1W2W3W4W56'2"10727#6'3"14812R=894# U=153#H = H1R=888# U=151#H = H28'6"82 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 64 plf at 0.00 to 64 plf at 12.54 BC: From 20 plf at 0.00 to 20 plf at 12.54 BC: 727.29 lb Conc. Load at 6.22115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.(J) Hanger Support Required, by othersDeflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / JTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3907
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.orgTAG = T227LEFT JIG = 8'4"4RIGHT JIG = 8'4"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"SPECJOB #: Q-158998120608GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29652612'6"86'3"6'3"81'4"81'4"35'6"8T1T2B1W1W2W3W4W5812R=527# U=34# RL=90/-90#H = H1R=527# U=34#H = H28'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / J1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4523
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.orgTAG = T234OH LEFT RAKE = 2'3"3LEFT JIG = 9'3"13RIGHT JIG = 9'6"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"HIP_JACKJOB #: Q-15899870610GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2965207'6"107'4"82"22'0"21'6"65'5"95'5"92"2T1B1W1W2W3W4W51'2"1224#1'2"125#1'3"229#1'3"220#1'11"577#1'11"5105#7"763#7"785#2'6"2'6"6.2512R=402# U=109# W=5"10(Rigid Surface)R=268# U=80#H = H18'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lumber 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 2 plf at -2.13 to 63 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 7.55 BC: From 0 plf at -2.13 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 7.55 TC: 5.12 lb Conc. Load at 1.23 TC: 19.59 lb Conc. Load at 2.49 TC: 104.58 lb Conc. Load at 4.43 TC: 85.40 lb Conc. Load at 5.05 BC: 24.21 lb Conc. Load at 1.23 BC: 29.32 lb Conc. Load at 2.49 BC: 76.55 lb Conc. Load at 4.43 BC: 62.97 lb Conc. Load at 5.05115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / J H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3497
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.orgTAG = T233OH LEFT RAKE = 1'6"14LEFT JIG = 7'2"15RIGHT JIG = 5'11"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"EJACKJOB #: Q-15899840810GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962944'8"101'2"81'6"145'6"5'6"T1B1W1W2W31012R=300# RL=109/-62# W=3"8(Rigid Surface)R=192# U=73#H = H18'6"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / J JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4557
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.orgTAG = T230OH LEFT RAKE = 1'6"14LEFT JIG = 5'2"12RIGHT JIG = 4'4"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899830110GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964703'1"101'2"81'6"144'2"44'2"4T1B1W1W21012R=238# RL=79/-51# W=3"8(Rigid Surface)R=63# U=25# NAILEDR=85# U=34# NAILED8'6"812'5"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / JF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6398
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.orgTAG = T231OH LEFT RAKE = 1'6"14LEFT JIG = 3'2"14RIGHT JIG = 2'9"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"JACKJOB #: Q-15899810607GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964671'6"71'2"81'6"142'10"42'10"4T1B1W1W21012R=186# RL=50/-39# W=3"8(Rigid Surface)R=29# Rw=48# U=35# NAILEDR=20# U=11# NAILED8'6"811'1"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / JF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.9390
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.orgTAG = T228OH LEFT RAKE = 1'5"7LEFT JIG = 5'5"RIGHT JIG = 5'0"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"JACKJOB #: Q-15899830907GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964613'9"71'2"81'4"33'10"83'10"8T1B1W1W2812R=256# RL=73/-38# W=3"8(Rigid Surface)R=77# U=12# NAILEDR=105# U=34# NAILED8'6"812'1"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / JF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6915
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.orgTAG = T229OH LEFT RAKE = 1'5"7LEFT JIG = 2'6"10RIGHT JIG = 2'6"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"JACKJOB #: Q-15899810307GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964641'3"71'2"81'4"32'2"82'2"8T1B1W1W2812R=176# RL=36/-27# W=3"8(Rigid Surface)R=24# Rw=35# U=25# NAILEDR=5# Rw=14# U=9# NAILED8'6"810'5"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / JF4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.2139
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.orgTAG = T81OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 15'1"14RIGHT JIG = 15'1"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"COMNJOB #: Q-158998220300GAH01-17-2022REV. 21.02.01.1216.15QTY= 5 TOTAL= 5SEQ = 29655522'3"11'1"811'1"81'2"81'2"81'0"410'3"8T1T1B1B2W1W2W3W4W4W3W2W1(a)(a)1012R=1043# RL=261/-261# W=3"8(Rigid Surface)R=1043# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W4 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.24 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.(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 15.24 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2352
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.orgTAG = T82OH LEFT RAKE = 1'6"14LEFT JIG = 15'1"14RIGHT JIG = 14'2"7DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158998201100GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29655919'3"1'8"11'1"89'9"820'11"1'2"81'0"42'1"910'3"8T1T2B1B2W1W2W3W4W4W3W5W6W7W8(a)1012R=907# RL=223/-230# W=3"8(Rigid Surface)R=982# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W4 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.24 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.Right cantilever is exposed to wind(a) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc.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 15.24 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / K1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2272
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.orgTAG = T217LEFT JIG = 7'11"10RIGHT JIG = 6'3"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15899860214GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 PLIES= 2 TOTAL= 4SEQ = 2966966'2"149"94'11"84'11"8T1B1W1W2W3M11'1"8133#2'0"12803#1'11"4441#1'1"6812R=812# U=75# W=3"8(Rigid Surface)R=1028# U=108#10'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Wedge: 2x6 SP #1;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 64 plf at 0.00 to 64 plf at 6.24 BC: From 10 plf at 0.00 to 10 plf at 6.24 BC: 133.31 lb Conc. Load at 1.13 BC: 803.33 lb Conc. Load at 3.19 BC: 440.93 lb Conc. Load at 5.13115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / K1 JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4197
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.orgTAG = T123LEFT JIG = 14'11"5RIGHT JIG = 14'2"7DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158998201100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29656219'3"1'8"11'1"89'9"820'11"2'6"142'1"910'3"81'6"10T1T2B1B2W1W2W3W4W4W3W5W6W7W8(a)(b)1012R=818# RL=262/-278#H = H1R=979# W=3"8(Rigid Surface)8'6"810'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W1,W4 2x4 SP #2;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.75 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.Right cantilever is exposed to windCalculated horizontal deflection is 0.12" due to live load and 0.23" due to dead load.(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.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 15.75 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / K2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1757
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.orgTAG = T66OH RIGHT RAKE = 5"3LEFT JIG = 7'0"15RIGHT JIG = 4'5"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"MONOJOB #: Q-15899831108GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 2965443'11"83'11"83'6"1"84"1'6"102'6"141'6"104'3"135'10"7T1B1W1W2W3M111"9775#2'775#7"151012R=886#H = H1R=962# W=3"8(Rigid Surface)8'6"810'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Rt Bearing Leg: 2x6 SP #1;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 66 plf at 0.00 to 66 plf at 3.96 BC: From 10 plf at 0.00 to 10 plf at 3.62 BC: 775.42 lb Conc. Load at 0.96, 2.96(I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.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.End verticals not exposed to wind pressure.(J) Hanger Support Required, by othersDeflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / K3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3399
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.orgTAG = T112OH LEFT RAKE = 2'3"3LEFT JIG = 9'0"4RIGHT JIG = 9'6"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"HIP_JACKJOB #: Q-15899870612GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2966907'6"127'4"102"22'0"211"124'11"4'11"2"2T1B1W1W2W3M11'2"1522#1'2"1510#1'3"229#1'3"220#1'11"573#1'11"5105#7"763#7"786#2'6"2'6"6.2512R=403# U=72# W=5"10(Rigid Surface)R=268# U=55#10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;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 2 plf at -2.13 to 63 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 7.56 BC: From 0 plf at -2.13 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 7.56 TC: 9.61 lb Conc. Load at 1.24 TC: 20.07 lb Conc. Load at 2.50 TC: 105.32 lb Conc. Load at 4.45 TC: 85.70 lb Conc. Load at 5.06 BC: 22.17 lb Conc. Load at 1.24 BC: 29.47 lb Conc. Load at 2.50 BC: 72.58 lb Conc. Load at 4.45 BC: 63.13 lb Conc. Load at 5.06115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / K H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3755
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.orgTAG = T92OH LEFT RAKE = 1'5"7LEFT JIG = 7'11"10RIGHT JIG = 7'5"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"MONOJOB #: Q-15899860214GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2962706'2"141'2"89"94'11"84'11"8T1B1W1M1812R=353# RL=110/-50# W=3"8(Rigid Surface)R=254# U=55#10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / K JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4877
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.orgTAG = T156LEFT JIG = 11'5"5RIGHT JIG = 11'5"5DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVEHIP_PURLIN_FRAMEJOB #: Q-158998120804GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29644612'7"156'3"156'3"150"49'6"6T1T1B1M1M2M3M2M118.0312This design is for a purlin frame to be used within aroof hip system to provide a surface for roof sheathingattachment. Frame will be placed on top of trussescomprising hip system. Refer to Alpine detaildrawing HIPFRAME1103 for attachment requirements.Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 M3 2x4 SP #2;Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / K Q.F.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3329
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.orgTAG = T80OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 13'0"14RIGHT JIG = 13'0"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"HIPSJOB #: Q-158998220300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29667322'3"9'6"53'2"69'6"51'2"81'2"81'0"48'11"8DT -1"13T1T2T1B1B2W1W2W3W4W5W6W5W4W3W2W11012R=1043# RL=229/-229# W=3"8(Rigid Surface)R=1043# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 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.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 38 9.52 12.73Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2506
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.orgTAG = T79OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 10'11"15RIGHT JIG = 10'11"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPSJOB #: Q-158998220300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29667722'3"7'11"26'4"137'11"21'2"81'2"81'0"47'7"8DT -1"13T1T2T1B1B2W1W2W3W4W5W4W3W2W11012R=1043# U=70# RL=198/-198# W=3"8(Rigid Surface)R=1043# U=70# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W5 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.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 75 7.92 14.33Apply 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KBTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2924
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.orgTAG = T78OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 8'11"1RIGHT JIG = 8'11"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"HIPSJOB #: Q-158998220300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29668122'3"6'3"149'7"36'3"141'2"81'2"81'0"46'3"8DT -1"13T1T2T1B1B2W1W2W3W4W5W4W3W2W11012R=1043# U=75# RL=166/-166# W=3"8(Rigid Surface)R=1043# U=75# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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 73 6.32 15.93Apply 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KCTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3103
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.orgTAG = T109OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 6'10"3RIGHT JIG = 6'10"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPSJOB #: Q-158998220300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29670022'3"4'8"1112'9"104'8"111'2"81'2"81'0"44'11"8DT -1"4T1T2T1B1B2W1W2W3W2W1M1M14'9"1522#1'1"71028#10'6"1028#1'1"7522#4'9"11012R=2593# U=288# W=3"8(Rigid Surface)R=2593# U=288# W=3"8(Rigid Surface)10'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x8 SP SS Dense;Rt Stub Wedge: 2x8 SP SS Dense;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 9.25" 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 66 plf at -1.21 to 66 plf at 23.46 BC: From 5 plf at -1.21 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 22.25 BC: From 5 plf at 22.25 to 5 plf at 23.46 BC: 522.35 lb Conc. Load at 4.76,17.49 BC: 1027.56 lb Conc. Load at 5.87,16.37115 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.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 80 4.73 17.52Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KDTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3103
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.orgTAG = T107OH LEFT RAKE = 1'5"7LEFT JIG = 5'0"9RIGHT JIG = 5'0"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"JACKJOB #: Q-15899830909GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2962693'9"91'2"89"93'3"153'3"15T1B1M1812R=256# RL=74/-38# W=3"8(Rigid Surface)R=73# NAILEDR=105# U=37# NAILED10'1"213'1"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7495
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.orgTAG = T108OH LEFT RAKE = 1'5"7LEFT JIG = 2'1"4RIGHT JIG = 2'6"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"JACKJOB #: Q-15899810309GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2962681'3"91'2"89"91'7"151'7"15T1B1M1812R=176# U=8# RL=36/-27# W=3"8(Rigid Surface)R=22# U=3# NAILEDR=10# Rw=10# U=12# NAILED10'1"211'5"9Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.3679
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.orgTAG = T105OH LEFT RAKE = 1'6"14LEFT JIG = 4'9"12RIGHT JIG = 4'4"4DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899830112GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964313'1"121'2"81'0"43'7"113'7"11T1B1W1W21012R=238# RL=80/-51# W=3"8(Rigid Surface)R=63# U=11# NAILEDR=86# U=34# NAILED10'1"213'5"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6682
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.orgTAG = T106OH LEFT RAKE = 1'6"14LEFT JIG = 2'9"5RIGHT JIG = 2'9"1DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899810609GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964341'6"91'2"81'0"42'3"112'3"11T1B1W1W21012R=186# RL=50/-39# W=3"8(Rigid Surface)R=29# Rw=34# U=18# NAILEDR=20# U=11# NAILED10'1"212'1"5Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KF4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0014
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.orgTAG = T124LEFT JIG = 12'4"4RIGHT JIG = 9'1"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-15899890512GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964499'5"120"47'11"17'11"1T1B1W1W21012R=86plf RL=12/-7plf W=9'5"12(Rigid Surface)12'3"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 16.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 16.43 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3251
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.orgTAG = T149LEFT JIG = 10'3"4RIGHT JIG = 7'6"12DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899871009GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962807'10"90"46'7"16'7"1T1B1W1W21012R=86plf U=100plf RL=18/-7plf W=7'10"9(Rigid Surface)13'7"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.10 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 8.55 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3909
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.orgTAG = T150LEFT JIG = 8'2"5RIGHT JIG = 5'11"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899860306GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962816'3"60"45'3"15'3"1T1B1W1W21012R=86plf U=100plf RL=17/-7plf W=6'3"6(Rigid Surface)14'11"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.76 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.MWFRS loads based on trusses located at least 8.88 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KV3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4900
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.orgTAG = T151LEFT JIG = 6'1"5RIGHT JIG = 4'4"6DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899840803GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962824'8"30"43'11"13'11"1T1B1W11012R=86plf U=100plf RL=17/-6plf W=4'8"3(Rigid Surface)16'3"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 18.43 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 9.21 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KV4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6566
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.orgTAG = T152LEFT JIG = 4'0"5RIGHT JIG = 2'9"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-15899830100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962833'1"0"42'7"12'7"1T1B1W11012R=85plf U=100plf RL=16plf W=3'1"(Rigid Surface)17'7"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 19.10 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 9.55 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KV5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.9948
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.orgTAG = T153LEFT JIG = 1'11"5RIGHT JIG = 1'2"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-15899810512GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962841'5"120"41'3"11'3"1T1B1W11012R=126# U=6# RL=23# W=1'5"12(Rigid Surface)18'11"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 19.76 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KV6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =2.1192
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.orgTAG = T186LEFT JIG = 5'10"10RIGHT JIG = 4'5"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-15899841010GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2962754'10"100"43'3"63'3"6T1B1W1812R=84plf U=100plf RL=13plf W=4'10"10(Rigid Surface)11'9"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KV7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7854
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.orgTAG = T202LEFT JIG = 2'10"9RIGHT JIG = 2'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"VALJOB #: Q-15899820410GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2962762'4"100"41'7"61'7"6T1B1W1812R=83plf U=100plf RL=12plf W=2'4"10(Rigid Surface)13'5"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 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 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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / KV8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.5972
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.orgTAG = T220LEFT JIG = 7'4"6RIGHT JIG = 7'4"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-158998100300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29669310'3"5'1"85'1"81'0"45'3"8T1T1B1W1W2W3W2W1M1M15'1"8725#5'1"81012R=803# U=121#H = H1R=803# U=121#H = H210'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;Rt Stub Wedge: 2x6 SP #1;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 66 plf at 0.00 to 66 plf at 10.25 BC: From 20 plf at 0.00 to 20 plf at 10.25 BC: 724.80 lb Conc. Load at 5.13115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.(J) Hanger Support Required, by othersDeflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / LTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4255
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.orgTAG = T219LEFT JIG = 7'4"6RIGHT JIG = 7'4"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-158998100300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29668410'3"5'1"85'1"81'0"45'3"8T1T1B1W1W2W3W2W11012R=441# U=22# RL=99/-99#H = H1R=441# U=22#H = H210'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / L1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4739
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.orgTAG = T225OH LEFT RAKE = 2'0"8LEFT JIG = 8'10"3RIGHT JIG = 8'11"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"HIP_JACKJOB #: Q-15899870115GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2966877'1"156'11"132"21'9"211"135'2"75'2"72"2T1B1W1M11'6"1440#1'6"14-9#2'9"15126#2'9"15182#2'9"22'9"27.0712R=375# U=105# W=4"15(Rigid Surface)R=259# U=65#H = H110'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;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 3 plf at -1.89 to 63 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 7.16 BC: From 0 plf at -1.89 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 7.16 TC: -9.12 lb Conc. Load at 1.57 TC: 181.64 lb Conc. Load at 4.40 BC: 40.19 lb Conc. Load at 1.57 BC: 125.77 lb Conc. Load at 4.40115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.(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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / L H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3566
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.orgTAG = T224OH LEFT RAKE = 1'6"14LEFT JIG = 7'3"7RIGHT JIG = 6'3"4DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"EJACKJOB #: Q-15899850012GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962745'0"121'2"81'0"45'2"145'2"14T1B1W1W2W31012R=314# RL=115/-65# W=3"8(Rigid Surface)R=208# U=64#H = H110'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.(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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / L JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4473
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.orgTAG = T223OH LEFT RAKE = 1'6"14LEFT JIG = 4'9"RIGHT JIG = 4'3"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899830103GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964433'1"31'2"81'0"43'7"43'7"4T1B1W1W21012R=236# RL=79/-51# W=3"8(Rigid Surface)R=62# U=11# NAILEDR=84# U=33# NAILED10'1"213'4"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / LF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6531
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.orgTAG = T221LEFT JIG = 4'9"RIGHT JIG = 3'3"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"JACKJOB #: Q-15899830103GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964373'1"31'0"43'7"43'7"4T1B1W1W21012R=133# RL=56/-22#H = H1R=64# U=7# NAILEDR=98# U=37# NAILED10'1"213'4"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.(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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / LF1ATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7198
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.orgTAG = T222OH LEFT RAKE = 1'6"14LEFT JIG = 2'2"11RIGHT JIG = 2'3"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899810103GAH01-17-2022REV. 21.02.01.1216.15QTY= 4 TOTAL= 4SEQ = 2964401'1"31'2"81'0"41'11"41'11"4T1B1W1W21012R=181# RL=41/-36# W=3"8(Rigid Surface)R=20# Rw=32# U=22# NAILEDR=-7# Rw=16# U=18# NAILED10'1"211'8"14Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / LF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.1630
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.orgTAG = T188OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 11'6"8RIGHT JIG = 11'6"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-158998150700GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29670815'7"7'9"87'9"81'2"81'2"82'0"48'6"2T1T1B1W1W2W3W4W5W4W3W2W17'9"42785#7'9"121012R=2153# U=403# W=3"8(Rigid Surface)R=2146# U=401# W=3"8(Rigid Surface)10'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot 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 66 plf at -1.21 to 66 plf at 16.79 BC: From 5 plf at -1.21 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 15.58 BC: From 5 plf at 15.58 to 5 plf at 16.79 BC: 2785.22 lb Conc. Load at 7.77115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2544
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.orgTAG = T175OH LEFT RAKE = 1'6"14OH RIGHT RAKE = 1'6"14LEFT JIG = 11'6"8RIGHT JIG = 11'6"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-158998150700GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29671115'7"7'9"87'9"81'2"81'2"82'0"48'6"2T1T1B1W1W2W3W4W3W2W11012R=756# U=46# RL=195/-195# W=3"8(Rigid Surface)R=756# U=46# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / M1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3046
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.orgTAG = T176OH RIGHT RAKE = 1'6"14LEFT JIG = 11'6"8RIGHT JIG = 11'6"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-158998150700GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29671415'7"4"7'5"87'9"84"15'3"1'2"83"82'0"48'6"2T1T2B1W1W2W3W4W3W5W61012R=665# RL=176/-164# W=3"8(Rigid Surface)R=760# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / M2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3046
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.orgTAG = T216OH RIGHT RAKE = 1'6"14LEFT JIG = 11'6"8RIGHT JIG = 11'6"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-158998150700GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 3 TOTAL= 3SEQ = 29676915'7"4"7'5"87'9"84"15'3"1'2"87"42'0"48'6"2T1T2B1W1W2W3W4W5W4W3W6W72'0"41816#2'1816#2'1816#1'11"43213#1'4"12991#2'991#2'991#1'11"42534#3"81012R=7056# U=145# W=3"8(Rigid Surface)R=8381# U=766# W=3"8(Rigid Surface)10'1"23 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x8 SP SS DenseWebs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 66 plf at 0.33 to 66 plf at 16.79 BC: From 70 plf at 0.00 to 70 plf at 0.33 BC: From 10 plf at 0.33 to 10 plf at 15.58 BC: From 5 plf at 15.58 to 5 plf at 16.79 BC: 1816.14 lb Conc. Load at 2.02, 4.02, 6.02 BC: 3212.73 lb Conc. Load at 7.96 BC: 990.94 lb Conc. Load at 9.35,11.35,13.35 BC: 2534.04 lb Conc. Load at 15.29115 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.Right end vertical not exposed to wind pressure.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / M3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2444
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.orgTAG = T178OH LEFT RAKE = 2'3"3LEFT JIG = 14'11"9RIGHT JIG = 14'4"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"HIP_JACKJOB #: Q-158998120408GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29670412'4"812'2"62"22'0"21'11"128'5"18'5"12"2T1B1W1W2W3W4W5(a)2'2"425#2'2"49#7"1551#7"1562#1'10"1359#1'10"1379#1'3"10103#1'3"10147#1'3"292#1'3"2135#1'11"5214#1'11"596#7"7126#7"7186#2'6"2'6"6.2512R=1039# U=294# W=5"10(Rigid Surface)R=1185# U=297#10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP SS DenseBot chord 2x6 SP #1Webs 2x4 SP #2Lumber 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 -2.01 to 63 plf at 2.19 TC: From 31 plf at 2.19 to 31 plf at 9.87 TC: From 63 plf at 9.87 to 63 plf at 12.37 BC: From 5 plf at -2.01 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 2.19 BC: From 10 plf at 2.19 to 10 plf at 9.87 BC: From 20 plf at 9.87 to 20 plf at 12.37 TC: 9.09 lb Conc. Load at 2.19 TC: 62.12 lb Conc. Load at 2.85 TC: 78.73 lb Conc. Load at 4.75 TC: 147.15 lb Conc. Load at 6.05 TC: 134.91 lb Conc. Load at 7.31 TC: 96.21 lb Conc. Load at 9.25 TC: 186.46 lb Conc. Load at 9.87 BC: 25.41 lb Conc. Load at 2.19 BC: 50.62 lb Conc. Load at 2.85 BC: 59.01 lb Conc. Load at 4.75 BC: 102.55 lb Conc. Load at 6.05 BC: 92.31 lb Conc. Load at 7.31 BC: 214.41 lb Conc. Load at 9.25 BC: 125.99 lb Conc. Load at 9.87115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / M H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3226
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.orgTAG = T187OH LEFT RAKE = 1'5"7LEFT JIG = 13'1"2RIGHT JIG = 11'2"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"EJACKJOB #: Q-15899891115GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2964289'11"151'2"81'9"98'5"88'5"8T1B1W1W2W3W4W5(a)812R=508# RL=166/-67# W=3"8(Rigid Surface)R=415# U=102#10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / M JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2862
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.orgTAG = T183OH LEFT RAKE = 1'5"7LEFT JIG = 10'2"3RIGHT JIG = 8'9"13DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899870610GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964257'6"101'2"81'9"96'10"6'10"T1B1W1W2W3W4812R=407# RL=130/-56# W=3"8(Rigid Surface)R=214# U=53# NAILEDR=96# U=30# NAILED10'1"216'7"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3920
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.orgTAG = T184OH LEFT RAKE = 1'5"7LEFT JIG = 7'2"11RIGHT JIG = 6'4"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"JACKJOB #: Q-15899850010GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964225'0"101'2"81'9"95'2"5'2"T1B1W1W2812R=305# RL=92/-44# W=3"8(Rigid Surface)R=103# U=17# NAILEDR=147# U=48# NAILED10'1"214'11"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5185
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.orgTAG = T185OH LEFT RAKE = 1'5"7LEFT JIG = 4'3"15RIGHT JIG = 3'10"10DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899820610GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964192'6"101'2"81'9"93'6"3'6"T1B1W1W2812R=210# RL=55/-33# W=3"8(Rigid Surface)R=51# U=26# NAILEDR=62# U=21# NAILED10'1"213'3"10Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7656
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.orgTAG = T179OH LEFT RAKE = 1'6"14LEFT JIG = 9'5"2RIGHT JIG = 7'5"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"JACKJOB #: Q-15899860113GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964076'1"131'2"82'0"47'1"127'1"12T1B1W1W21012R=359# RL=136/-73# W=3"8(Rigid Surface)R=126# U=26# NAILEDR=186# U=71# NAILED10'1"216'11"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MF4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3629
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.orgTAG = T180OH LEFT RAKE = 1'6"14LEFT JIG = 7'4"9RIGHT JIG = 5'10"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"JACKJOB #: Q-15899840609GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964104'6"91'2"82'0"45'9"125'9"12T1B1W1W21012R=293# RL=106/-61# W=3"8(Rigid Surface)R=92# U=30# NAILEDR=135# U=52# NAILED10'1"215'7"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MF5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4462
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.orgTAG = T181OH LEFT RAKE = 1'6"14LEFT JIG = 5'4"5RIGHT JIG = 4'3"6DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899821106GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964132'11"61'2"82'0"44'5"124'5"12T1B1W1W21012R=231# RL=76/-49# W=3"8(Rigid Surface)R=59# Rw=65# U=37# NAILEDR=79# U=31# NAILED10'1"214'3"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MF6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5982
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.orgTAG = T182OH LEFT RAKE = 1'6"14LEFT JIG = 3'5"1RIGHT JIG = 2'9"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"JACKJOB #: Q-15899810403GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964161'4"31'2"82'0"43'1"123'1"12T1B1W1W21012R=183# RL=46/-38# W=3"8(Rigid Surface)R=25# Rw=60# U=53# NAILEDR=9# Rw=17# U=8# NAILED10'1"212'11"6Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MF7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8519
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.orgTAG = T208LEFT JIG = 10'2"12RIGHT JIG = 10'5"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158998150300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29626115'3"7'5"87'9"89"76"27'T1T2B1W1W2W3W21012R=86plf RL=10/-10plf W=15'3"(Rigid Surface)11'7"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.36 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.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 15.36 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3678
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.orgTAG = T203LEFT JIG = 8'10"RIGHT JIG = 8'10"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"VALJOB #: Q-158998130611GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29626213'6"116'9"56'9"50"45'8"T1T1B1W1W2W11012R=86plf RL=9/-9plf W=13'6"11(Rigid Surface)12'11"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.92 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 15.92 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4694
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.orgTAG = T204LEFT JIG = 6'9"1RIGHT JIG = 6'9"1DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-158998100404GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29626310'4"45'2"25'2"20"44'4"T1T1B1W11012R=86plf RL=9/-9plf W=10'4"4(Rigid Surface)14'3"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 16.58 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.See DWG VAL160101014 for valley details.MWFRS loads based on trusses located at least 16.58 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MV3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6137
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.orgTAG = T205LEFT JIG = 4'8"1RIGHT JIG = 4'8"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-15899870114GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962647'1"143'6"153'6"150"43'T1T1B1W11012R=85plf RL=9/-9plf W=7'1"14(Rigid Surface)15'7"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.25 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 17.25 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MV4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.8863
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.orgTAG = T206LEFT JIG = 2'7"1RIGHT JIG = 2'7"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-15899831107GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962653'11"71'11"121'11"120"41'8"T1T1B1W11012R=85plf RL=8/-8plf W=3'11"7(Rigid Surface)16'11"4Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 17.92 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 17.92 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / MV5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.5945
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.orgTAG = T197LEFT JIG = 14'7"9RIGHT JIG = 14'7"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"COMNJOB #: Q-158998230700GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 29672623'7"11'9"811'9"89"98'7"14T1T1B1B2W1W2W2W1M1M1812R=991# U=65# RL=170/-170#H = H1R=991# U=65#H = H2 thru H410'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W2 2x4 SP #2;Lt Stub Wedge: 2x6 SP #1;Rt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, 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.(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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / NTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2994
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.orgTAG = T218OH LEFT RAKE = 2'3"3LEFT JIG = 13'4"15RIGHT JIG = 13'5"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"HIP_JACKJOB #: Q-158998110511GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 29671811'5"1111'3"92"22'0"211"126'11"76'11"72"2T1B1W1W2W3M11'3"716#1'3"7-19#7"1534#7"1536#1'10"1347#1'10"1358#1'3"1083#1'3"10123#1'3"281#1'3"2114#1'11"5133#1'11"5199#7"7114#7"7169#2'6"2'6"6.2512R=893# U=244# W=5"10(Rigid Surface)R=1046# U=196#10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP SS DenseBot chord 2x6 SP #1Webs 2x4 SP #2Lt Stub Wedge: 2x6 SP #1;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 -2.01 to 63 plf at 1.29 TC: From 31 plf at 1.29 to 31 plf at 8.97 TC: From 63 plf at 8.97 to 63 plf at 11.47 BC: From 5 plf at -2.01 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 8.97 BC: From 20 plf at 8.97 to 20 plf at 11.47 TC: -18.75 lb Conc. Load at 1.29 TC: 36.27 lb Conc. Load at 1.95 TC: 57.61 lb Conc. Load at 3.85 TC: 122.75 lb Conc. Load at 5.15 TC: 114.21 lb Conc. Load at 6.41 TC: 198.51 lb Conc. Load at 8.35 TC: 168.65 lb Conc. Load at 8.97 BC: 15.73 lb Conc. Load at 1.29 BC: 33.61 lb Conc. Load at 1.95 BC: 47.13 lb Conc. Load at 3.85 BC: 83.48 lb Conc. Load at 5.15 BC: 81.00 lb Conc. Load at 6.41 BC: 132.51 lb Conc. Load at 8.35 BC: 113.98 lb Conc. Load at 8.97115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,*** Page overflow in note placement. (RdNot)Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / N H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2367
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.orgTAG = T196OH LEFT RAKE = 1'6"14LEFT JIG = 10'0"2RIGHT JIG = 8'4"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"MONOJOB #: Q-15899870200GAH01-17-2022REV. 21.02.01.1216.15QTY= 4 TOTAL= 4SEQ = 2962527'2"1'2"81'0"46'11"146'11"14T1B1W1W2W31012R=402# RL=155/-80# W=3"8(Rigid Surface)R=301# U=85#10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / N JaxTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3523
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.orgTAG = T136LEFT JIG = 11'7"9RIGHT JIG = 11'7"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPSJOB #: Q-158998230700GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29672223'7"9'3"85'9'3"89"96'11"14T1T2T1B1B2W1W2W3W4W3W2W1M1M19'3"141347#2'0"6301#10"8301#2'0"61347#9'3"14812R=2534# U=427#H = H1R=2534# U=427#H = H210'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Wedge: 2x6 SP #1;Rt Wedge: 2x6 SP #1;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 9.25" 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 64 plf at 0.00 to 64 plf at 9.29 TC: From 32 plf at 9.29 to 32 plf at 14.29 TC: From 64 plf at 14.29 to 64 plf at 23.58 BC: From 20 plf at 0.00 to 20 plf at 9.32 BC: From 10 plf at 9.32 to 10 plf at 14.26 BC: From 20 plf at 14.26 to 20 plf at 23.58 BC: 1346.80 lb Conc. Load at 9.32,14.26 BC: 301.03 lb Conc. Load at 11.35,12.23115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.(J) Hanger Support Required, by othersIn lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 60 9.29 14.29Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / NATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2487
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.orgTAG = T212OH LEFT RAKE = 1'6"14LEFT JIG = 7'11"9RIGHT JIG = 6'9"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899850701GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964045'7"11'2"81'0"45'8"25'8"2T1B1W1W21012R=336# RL=125/-69# W=3"8(Rigid Surface)R=114# U=5# NAILEDR=169# U=65# NAILED10'1"215'5"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / NF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4291
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.orgTAG = T213OH LEFT RAKE = 1'6"14LEFT JIG = 5'10"12RIGHT JIG = 5'2"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"JACKJOB #: Q-15899831113GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2964013'11"131'2"81'0"44'4"24'4"2T1B1W1W21012R=271# RL=95/-57# W=3"8(Rigid Surface)R=81# U=9# NAILEDR=114# U=44# NAILED10'1"214'1"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / NF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5687
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.orgTAG = T214OH LEFT RAKE = 1'6"14LEFT JIG = 3'10"1RIGHT JIG = 3'7"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"JACKJOB #: Q-15899820410GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963982'4"101'2"81'0"43'0"23'0"2T1B1W1W21012R=211# RL=65/-45# W=3"8(Rigid Surface)R=47# U=13# NAILEDR=58# U=24# NAILED10'1"212'9"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / NF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7933
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.orgTAG = T215OH LEFT RAKE = 1'6"14LEFT JIG = 1'10"3RIGHT JIG = 1'11"15DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-158998907GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2962483"85"151'2"89"71'0"41'8"21'8"25"15T1B1W11012R=186# U=53# W=3"8(Rigid Surface)R=16# NAILEDR=-40# Rw=41# U=74# RL=36/-34# NAILED10'1"211'5"12Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / NF4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.3112
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.orgTAG = T209OH LEFT RAKE = 1'5"7LEFT JIG = 8'8"6RIGHT JIG = 8'0"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899861003GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2962456'10"31'2"89"95'4"65'4"6T1B1M1812R=378# RL=119/-52# W=3"8(Rigid Surface)R=133# NAILEDR=199# U=64# NAILED10'1"215'2"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / NF5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4829
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.orgTAG = T210OH LEFT RAKE = 1'5"7LEFT JIG = 5'8"8RIGHT JIG = 5'6"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899840403GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2962464'4"31'2"89"93'8"63'8"6T1B1M1812R=277# RL=82/-41# W=3"8(Rigid Surface)R=83# NAILEDR=123# U=42# NAILED10'1"213'6"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / NF6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6815
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.orgTAG = T211OH LEFT RAKE = 1'5"7LEFT JIG = 2'8"15RIGHT JIG = 3'0"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899811003GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2962471'10"31'2"89"92'0"62'0"6T1B1M1812R=188# U=3# RL=44/-30# W=3"8(Rigid Surface)R=34# U=1# NAILEDR=36# U=18# NAILED10'1"211'10"Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / NF7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.1571
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.orgTAG = T194LEFT JIG = 9'5"12RIGHT JIG = 7'6"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"EJACKJOB #: Q-15899870600GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 2967307'6"9"95'9"95'9"9T1B1W1W2W3M13"82534#1'11"4991#2'991#2'991#1'3"4812R=4010# U=535# W=3"8(Rigid Surface)R=2053# U=167#10'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Wedge: 2x6 SP #1;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 64 plf at 0.00 to 64 plf at 7.50 BC: From 10 plf at 0.00 to 10 plf at 7.50 BC: 2534.04 lb Conc. Load at 0.29 BC: 990.94 lb Conc. Load at 2.23, 4.23, 6.23115 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 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / O1 JackTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3736
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.orgTAG = T193OH LEFT RAKE = 1'11"6LEFT JIG = 12'0"14RIGHT JIG = 12'4"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"HIP_JACKJOB #: Q-158998100704GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29673310'7"43'3"107'1"92"21'9"29"31'4'9"35'9"31'5'9"32"2T1B1B2W1W2W3W4W5W6W7W8M12'2"554#2'2"544#2'9"15170#2'9"1599#2'9"15258#2'9"15207#2'9"22'9"25.6612R=490# U=92# W=4"15(Rigid Surface)R=517# U=102#H = H110'1"211'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lt Wedge: 2x6 SP #1;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 3 plf at -1.89 to 62 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 10.61 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 10.61 TC: 44.35 lb Conc. Load at 2.19 TC: 99.07 lb Conc. Load at 5.02 TC: 206.55 lb Conc. Load at 7.85 BC: 54.43 lb Conc. Load at 2.19 BC: 169.71 lb Conc. Load at 5.02 BC: 257.52 lb Conc. Load at 7.85115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.(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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / O H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3242
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.orgTAG = T191OH LEFT RAKE = 1'5"7LEFT JIG = 9'5"12RIGHT JIG = 8'9"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"EJACKJOB #: Q-15899870600GAH01-17-2022REV. 21.02.01.1216.15QTY= 6 TOTAL= 6SEQ = 2963927'6"2'4"5'2"1'2"89"91'4'9"95'9"91'5'9"9T1B1B2W1W2W3M1812R=405# RL=129/-55# W=3"8(Rigid Surface)R=308# U=65#H = H110'1"211'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W1 2x4 SP #2;Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.(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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / O JaxTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.4072
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.orgTAG = T6LEFT JIG = 5'1"15RIGHT JIG = 9'5"8DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVEHIP_PURLIN_FRAMEJOB #: Q-158998230812GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2968354'4"619'3"153'3"613'2"1'10"106'0"74'4"619'3"1523'8"59'2"120"47'3"55'2"15T1T2T3T4B1B2W1W2W3W3W3W3W3W3W4W5W6W714.421214.4212This design is for a purlin frame to be used within aroof hip system to provide a surface for roof sheathingattachment. Frame will be placed on top of trussescomprising hip system. Refer to Alpine detaildrawing HIPFRAME1103 for attachment requirements.Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W3 2x4 SP #2;Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / O Q.F.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3160
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.orgTAG = T192OH LEFT RAKE = 1'5"7LEFT JIG = 16'8"3RIGHT JIG = 16'8"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPSJOB #: Q-158998430300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29676543'3"13'6"16'3"13'6"1'2"89"99'9"9DT -1"13T1T2T3M1M1B1B2B2W1W2W3W4W5W4W5W4W3W2W1(a)(a)(b)(a)(a)812R=1902# U=2# RL=220/-231# W=3"8(Rigid Surface)R=1816#10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #2 W1,W2 2x4 SP #3;Lt Slider: 2x6 SP #1; block length = 2.070'Rt Slider: 2x6 SP #1; block length = 2.070'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 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.(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 48 13.50 29.75Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / OATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1722
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.orgTAG = T177OH LEFT RAKE = 1'5"7LEFT JIG = 14'3"6RIGHT JIG = 14'8"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"SPECJOB #: Q-158998430300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29676043'3"11'6"19'11"70"111'9"82'4"15'3"825'7"81'2"89"98'5"91'8'7"14DT -1"13T1T2T3T4M1B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W12W10W13W14W15W16M2(a)(b)812R=1902# RL=191/-204# W=3"8(Rigid Surface)R=1816#10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W2,W4 2x4 SP #1;W9,W12,W13 2x4 SP #2;Rt Slider: 2x6 SP #1; block length = 1.726'Lt Stub Wedge: 2x8 SP SS Dense;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.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Calculated horizontal deflection is 0.17" due to live load and 0.37" 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.(b) 2x4 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 37 11.50 31.45Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / OBTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1044
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.orgTAG = T189OH LEFT RAKE = 1'5"7LEFT JIG = 11'10"9RIGHT JIG = 14'7"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158998430300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29675143'3"9'6"19'8"2'3"811'9"82'4"15'3"825'7"81'2"89"97'1"91'8'7"14DT -1"13T1T2T3T4M1B1B2B3B4W1W2W3W4W5W6W7W8W9W10W9W11W12W13W11W14W15W16W17W18M2(a)812R=1902# U=36# RL=193/-204# W=3"8(Rigid Surface)R=1816#10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3 W2,W4 2x4 SP #1;W12,W14,W16 2x4 SP #2;Rt Slider: 2x6 SP #1; block length = 1.813'Lt Stub Wedge: 2x8 SP SS Dense;Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 3X5 except as noted.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Calculated horizontal deflection is 0.16" due to live load and 0.35" due to dead load.(a) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 36 9.50 29.17Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / OCTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1722
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.orgTAG = T207OH LEFT RAKE = 1'5"7LEFT JIG = 9'5"12RIGHT JIG = 14'7"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"SPECJOB #: Q-158998430300GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29673943'3"7'6"19'8"4'3"811'9"82'4"15'3"825'7"81'2"89"95'9"91'8'7"14DT -1"4T1T2T3T4B1B2B3B4W1W2W3W4W5W6W7W8W7W9W10W11W9W12W13W14W15W16W17M1M17'6"6825#2'0"6308#2'308#2'308#2'308#2'308#1'11"122053#23'8"8812R=4419# U=571# W=3"8(Rigid Surface)R=3213# U=318#10'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2 W2,W10,W14 2x4 SP #1;Lt Wedge: 2x6 SP #1;Rt Wedge: 2x6 SP #1;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCAll plates are 2X3 except as noted.Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 64 plf at -1.21 to 64 plf at 7.50 TC: From 32 plf at 7.50 to 32 plf at 19.54 TC: From 64 plf at 19.54 to 64 plf at 43.25 BC: From 5 plf at -1.21 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.53 BC: From 10 plf at 7.53 to 10 plf at 19.54 BC: From 20 plf at 19.54 to 20 plf at 43.25 BC: 825.37 lb Conc. Load at 7.53 BC: 308.44 lb Conc. Load at 9.56,11.56,13.56,15.5617.56 BC: 2052.52 lb Conc. Load at 19.54115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.Calculated horizontal deflection is 0.16" due to live load and 0.33" due to dead load.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 7.50 27.17Apply 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.Calculated vertical deflection is 0.42" due to live load and 0.86" due to dead load at X = 17-9-4.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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / ODTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1044
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.orgTAG = T199OH LEFT RAKE = 1'5"7LEFT JIG = 7'1"8RIGHT JIG = 6'9"13DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899850607GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963752'4"3'2"71'2"85'6"79"91'3'5"144'5"141'4'5"14T1B1B2W1W2M1812R=325# RL=100/-46# W=3"8(Rigid Surface)R=129# U=19# NAILEDR=103# U=30# NAILED10'1"211'1"214'3"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / OF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5700
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.orgTAG = T190OH LEFT RAKE = 1'5"7LEFT JIG = 4'8"14RIGHT JIG = 4'10"3DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899830607GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963782'4"1'2"71'2"83'6"79"91'2'1"143'1"141'3'1"14T1B1B2W1W2M1812R=246# RL=70/-37# W=3"8(Rigid Surface)R=85# U=23# NAILEDR=50# U=11# NAILED10'1"211'1"212'11"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / OF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7863
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.orgTAG = T195OH LEFT RAKE = 1'5"7LEFT JIG = 2'4"10RIGHT JIG = 2'8"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"JACKJOB #: Q-15899810607GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2962351'6"71'2"89"91'9"141'9"14T1B1M1812R=180# U=6# RL=40/-28# W=3"8(Rigid Surface)R=27# U=2# NAILEDR=22# U=15# NAILED10'1"211'7"8Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Lt Stub Wedge: 2x6 SP #1;Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / OF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.2672
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.orgTAG = T198LEFT JIG = 6'8"5RIGHT JIG = 5'1"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-15899850612GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2963955'6"120"43'8"123'8"12T1B1W1812R=84plf RL=9/-4plf W=5'6"12(Rigid Surface)12'1"15Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 15.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / OV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6909
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.orgTAG = T200LEFT JIG = 4'3"8RIGHT JIG = 3'2"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"VALJOB #: Q-15899830612GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962433'6"120"42'4"122'4"12T1B1W1812R=84plf RL=8plf W=3'6"12(Rigid Surface)13'5"15Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 15.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / OV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0756
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.orgTAG = T201LEFT JIG = 1'10"10RIGHT JIG = 1'2"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-15899810612GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2962441'6"120"41'0"121'0"12T1B1W1812R=129# W=1'6"12(Rigid Surface)14'9"15Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.51 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.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 15.51 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / OV3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =2.4272
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.orgTAG = T168OH LEFT RAKE = 1'9"7LEFT JIG = 10'8"2RIGHT JIG = 11'11"9DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIP_JACKJOB #: Q-158998100110GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29679910'1"109'11"82"21'9"21'6"123'4"43'4"42"2T1B1W1W2W3W4W51'8"1046#1'8"102#2'9"15128#2'9"15173#2'9"15211#2'9"15308#2'9"22'9"22.1212R=523# U=88# W=4"15(Rigid Surface)R=547# U=61#H = H110'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Lumber 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 3 plf at -1.89 to 60 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 10.14 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 10.14 TC: 2.00 lb Conc. Load at 1.72 TC: 172.83 lb Conc. Load at 4.55 TC: 308.09 lb Conc. Load at 7.38 BC: 45.58 lb Conc. Load at 1.72 BC: 128.29 lb Conc. Load at 4.55 BC: 210.52 lb Conc. Load at 7.38115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / P H.M.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5949
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.orgTAG = T166OH LEFT RAKE = 1'2"15LEFT JIG = 7'11"RIGHT JIG = 8'5"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"EJACKJOB #: Q-15899870200GAH01-17-2022REV. 21.02.01.1216.15QTY= 3 TOTAL= 3SEQ = 2962397'2"1'2"81'6"143'4"63'4"6T1B1W1W2W3312R=374# U=35# RL=44# W=3"8(Rigid Surface)R=282# U=21#H = H110'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.(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 30.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / P JaxTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7451
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.orgTAG = T162LEFT JIG = 4'10"6RIGHT JIG = 6'9"5DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVEHIP_PURLIN_FRAMEJOB #: Q-15899840810GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2965374'8"104'10"6T1B1M1M212.3712This design is for a purlin frame to be used within aroof hip system to provide a surface for roof sheathingattachment. Frame will be placed on top of trussescomprising hip system. Refer to Alpine detaildrawing HIPFRAME1103 for attachment requirements.Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / P Q.F.THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.6522
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.orgTAG = T160LEFT JIG = 12'9"1RIGHT JIG = 12'0"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"SPECJOB #: Q-158998111100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29681111'11"1'6"144'6"104'6"10T1B1W1W2W3W4W5312R=480# U=28# RL=67# W=3"8(Rigid Surface)R=480# U=60# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=20.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=15.40psf.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / PATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5695
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.orgTAG = T54LEFT JIG = 11'11"14RIGHT JIG = 4'3"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"HIPMJOB #: Q-158998111100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29680811'11"11'2"9"1'6"144'2"134'4"6DT -1"9T1T2B1W1W2W3W4W5W6312R=486# U=29# RL=62# W=3"8(Rigid Surface)R=483# U=58# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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 9 11.17 11.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / PBTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5353
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.orgTAG = T159OH LEFT RAKE = 1'2"15LEFT JIG = 9'11"6RIGHT JIG = 4'7"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"HIPMJOB #: Q-158998111100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 29680511'11"9'2"2'9"1'2"81'6"143'8"133'10"6DT -1"9T1T2B1W1W2W3W4W5W6W7312R=573# U=47# RL=58# W=3"8(Rigid Surface)R=476# U=55# W=3"8(Rigid Surface)10'1"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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 33 9.17 11.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.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 7.50 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / PCTHIS 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.orgTAG = T161OH LEFT RAKE = 1'2"15LEFT JIG = 7'11"RIGHT JIG = 5'9"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"HIPMJOB #: Q-158998111100GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 PLIES= 2 TOTAL= 2SEQ = 29680211'11"7'2"4'9"1'2"81'6"143'2"153'4"6DT -1"7T1T2B1W1W2W3W4W57'2"6829#2'0"6282#2'282#8"4312R=933# U=101# W=3"8(Rigid Surface)R=1308# U=115# W=3"8(Rigid Surface)10'1"22 Complete Trusses RequiredValue Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x6 SP #1Webs 2x4 SP #2Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Lumber value set "13B" uses design values approved 1/30/2013 by ALSCSpecial loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 61 plf at -1.21 to 61 plf at 7.17 TC: From 30 plf at 7.17 to 30 plf at 11.92 BC: From 4 plf at -1.21 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 7.20 BC: From 10 plf at 7.20 to 10 plf at 11.92 BC: 828.81 lb Conc. Load at 7.20 BC: 282.28 lb Conc. Load at 9.23,11.23115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS.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 57 7.17 11.92Apply 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-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / PDTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5422
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.orgTAG = T163OH LEFT RAKE = 1'2"15LEFT JIG = 5'11"5RIGHT JIG = 6'6"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"JACKJOB #: Q-15899850207GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963885'2"71'2"81'6"142'10"82'10"8T1B1W1W2312R=313# U=33# RL=36# W=3"8(Rigid Surface)R=105# NAILEDR=154# U=32# NAILED10'1"212'8"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf.Wind loads and reactions based on MWFRS with additional C&C member design.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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / PF1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.9318
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.orgTAG = T164OH LEFT RAKE = 1'2"15LEFT JIG = 3'11"13RIGHT JIG = 4'7"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"JACKJOB #: Q-15899830207GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963853'2"71'2"81'6"142'4"82'4"8T1B1W1W2312R=234# U=33# RL=26# W=3"8(Rigid Surface)R=64# U=3# NAILEDR=86# U=18# NAILED10'1"212'2"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / PF2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.1281
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.orgTAG = T165OH LEFT RAKE = 1'2"15LEFT JIG = 2'2"12RIGHT JIG = 2'8"11DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"JACKJOB #: Q-15899810207GAH01-17-2022REV. 21.02.01.1216.15QTY= 2 TOTAL= 2SEQ = 2963821'2"71'2"81'6"141'10"81'10"8T1B1W1W2312R=176# U=34# W=3"8(Rigid Surface)R=23# U=14# NAILEDR=-1# Rw=10# U=11# NAILED10'1"211'8"2Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / PF3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.4291
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.orgTAG = T101LEFT JIG = 3'7"3RIGHT JIG = 2'7"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-15899821113GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2965342'11"130"42'0"22'0"2T1B1W1812R=83plf RL=8plf W=2'11"13(Rigid Surface)12'2"3Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 30.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / PV1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.2804
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.orgTAG = T157LEFT JIG = 2'8"6RIGHT JIG = 1'10"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-15899820213GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2965352'2"130"41'6"21'6"2T1B1W1812R=83plf W=2'2"13(Rigid Surface)12'8"3Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 30.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / PV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.7040
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.orgTAG = T158LEFT JIG = 1'9"9RIGHT JIG = 1'1"7DESIGN CRIT=IRC2012/TPI-2007 FT/RT/PT= 0%(0%)/ 0(0)/ 4(0)PLT. TYP.-WAVE 20.0psf 10.0psf 10.0psf 0.0psf 40.0psf 1.15SPACING 24.0"VALJOB #: Q-15899810513GAH01-17-2022REV. 21.02.01.1216.15QTY= 1 TOTAL= 1SEQ = 2965361'5"130"41'0"21'0"2T1B1W1812R=123# W=1'5"13(Rigid Surface)13'2"3Value Set: 13B (Effective 6/1/2013)Top chord 2x4 SP #1Bot chord 2x4 SP #1Webs 2x4 SP #3Lumber value set "13B" uses design values approved 1/30/2013 by ALSC115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, 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 30.00 ft. from roof edge.Job:(Q-158998) /Chisholm Lumber & Supply /326JGN Rhinehart Res. / / PV3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =2.5465