The URL can be used to link to this page

Home My WebLink AboutB14-0042 REV5 Truss B1F2 ApprovedRe: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Ong, Choo Soon Lion’s Ridge / Bldg 1 / 2nd Floor Pages or sheets covered by this seal: R43259701 thru R43259705 My license renewal date for the state of Colorado is Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. October 31, 2015. Alpine Truss-Montrose, CO. 03042-14A 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 MiTek USA, Inc. November 19,2014 Job 03042-14A Truss F01 Truss Type Floor Qty 92 Ply 1 Lion’s Ridge / Bldg 1 / 2nd Floor Job Reference (optional) R43259701 7.600 s Sep 23 2014 MiTek Industries, Inc. Tue Nov 18 16:23:32 2014 Page 1 Alpine Truss, Montrose, CO - 81401 ID:6H?QcMI6c4e8LHnD43dQbjzXm0O-?GN4GXa4dh4cpReuL5?NDGhEzaqx2WljQK3KVayHstv Scale = 1:37.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x8 M18SHS FP 3x4 3x8 3x4 3x6 FP 3x4 2x4 4x8 4x8 2x4 3x4 3x8 4x8 4x8 2x4 3x4 3x4 2x4 5-1-8 5-1-8 10-1-8 5-0-0 10-3-0 0-1-8 10-11-0 0-8-0 11-7-0 0-8-0 11-7-4 0-0-4 16-7-4 5-0-0 21-8-12 5-1-8 2-5-4 1-2-12 1- 8 - 0 1- 8 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [14:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.35 0.55 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.50 0.09 (loc) 15 15-17 12 l/defl >999 >518 n/a L/d 960 480 n/a PLATES MT20 M18SHS Weight: 84 lb FT = 0%F, 0%E GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 WW Stud(flat) *Except* W3: 2x4 SPF 1650F 1.5E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)18=1146/0-4-4 (min. 0-1-8), 12=1146/0-4-4 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2931/0, 3-4=-2931/0, 4-5=-3999/0, 5-6=-3999/0, 6-7=-3999/0, 7-8=-2931/0, 8-9=-2931/0, 9-10=-2931/0 BOT CHORD 17-18=0/1686, 16-17=0/3650, 15-16=0/3650, 14-15=0/3999, 13-14=0/3650, 12-13=0/1686 WEBS 2-18=-1968/0, 2-17=0/1463, 4-17=-845/0, 4-15=0/606, 10-12=-1968/0, 10-13=0/1463, 7-13=-845/0, 7-14=0/606 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information November 19,2014 Job 03042-14A Truss F02 Truss Type Floor Qty 31 Ply 1 Lion’s Ridge / Bldg 1 / 2nd Floor Job Reference (optional) R43259702 7.600 s Sep 23 2014 MiTek Industries, Inc. Tue Nov 18 16:23:34 2014 Page 1 Alpine Truss, Montrose, CO - 81401 ID:6H?QcMI6c4e8LHnD43dQbjzXm0O-yfVqhDbK9ILK3loHTW1rJhmYcNV7WN20tdYRaSyHstt Scale = 1:56.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 28 27 26 25 24 23 22 21 20 19 18 3x6 FP 3x4 3x8 3x6 3x6 FP 3x4 2x4 4x8 3x6 4x6 4x8 2x4 3x4 6x10 4x10 3x4 4x6 2x4 4x8 3x4 3x8 6x6 4x10 3x6 6x6 3x6 FP 3x6 FP 2x4 10-11-0 10-11-0 11-7-0 0-8-0 12-1-4 0-6-4 24-7-4 12-6-0 24-8-0 0-0-12 33-0-4 8-4-4 2-5-4 1-8-12 1-6-10 1-6-10 1- 8 - 0 1- 8 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,Edge], [25:0-1-8,0-0-0], [26:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.47 0.64 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.61 0.07 (loc) 26-27 26-27 20 l/defl >999 >482 n/a L/d 960 480 n/a PLATES MT20 Weight: 145 lb FT = 0%F, 0%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 WW Stud(flat) *Except* W3: 2x4 SPF 1650F 1.5E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)28=1075/0-4-4 (min. 0-1-8), 20=2633/0-5-8 (min. 0-1-8), 18=-212/0-4-4 (min. 0-1-8) Max Uplift 18=-423(LC 3) Max Grav 28=1079(LC 3), 20=2633(LC 1), 18=108(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2716/0, 3-4=-2716/0, 4-5=-3510/0, 5-6=-3510/0, 6-7=-2912/0, 7-8=-2912/0, 8-9=-2912/0, 9-10=-530/0, 10-11=-530/0, 11-12=-524/0, 12-13=0/3644, 13-14=0/3630, 14-15=0/1862, 15-16=0/1862 BOT CHORD 27-28=0/1579, 26-27=0/3326, 25-26=0/3510, 24-25=0/3510, 23-24=0/1919, 22-23=0/1919, 21-22=-1428/0, 20-21=-1428/0, 19-20=-2693/0, 18-19=-858/0 WEBS 13-20=-255/0, 2-28=-1843/0, 2-27=0/1336, 4-27=-717/0, 4-26=-26/423, 12-20=-2600/0, 12-22=0/2218, 9-22=-1628/0, 9-24=0/1174, 6-24=-850/0, 16-18=0/991, 16-19=-1167/0, 14-19=0/1285, 14-20=-1443/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 423 lb uplift at joint 18. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information November 19,2014 Job 03042-14A Truss F03 Truss Type Floor Qty 67 Ply 1 Lion’s Ridge / Bldg 1 / 2nd Floor Job Reference (optional) R43259703 7.600 s Sep 23 2014 MiTek Industries, Inc. Tue Nov 18 16:23:35 2014 Page 1 Alpine Truss, Montrose, CO - 81401 ID:6H?QcMI6c4e8LHnD43dQbjzXm0O-Qr3CuYcywcTBgvNT1DY4ruJmvnprFrhA6HI_6uyHsts Scale = 1:42.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 3x6 FP 3x4 3x4 4x6 3x4 3x6 FP 5x6 3x6 3x6 4x6 4x8 4x10 2x4 6x6 3x4 4x6 4x8 4x10 2x4 6x6 3x4 6x8 3x4 3x4 3x4 3x6 3x4 3x4 3x6 3x6 10-1-8 10-1-8 10-3-0 0-1-8 10-11-0 0-8-0 11-9-0 0-10-0 24-6-12 12-9-12 2-5-4 1-6-0 1- 8 - 0 0- 1 - 8 1- 8 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [7:0-3-0,Edge], [15:Edge,0-1-8], [19:0-3-0,0-0-0], [20:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.31 0.73 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.10 (loc) 18-19 18-19 15 l/defl >999 >481 n/a L/d 960 480 n/a PLATES MT20 Weight: 122 lb FT = 0%F, 0%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 WW Stud(flat) *Except* W3: 2x4 SPF 1650F 1.5E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)24=1297/0-4-4 (min. 0-1-8), 15=1297/0-4-4 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3410/0, 3-4=-3410/0, 4-5=-3413/0, 5-6=-5472/0, 6-7=-5472/0, 7-8=-5392/0, 8-9=-5392/0, 9-10=-5392/0, 10-11=-3413/0, 11-12=-3410/0, 12-13=-3410/0 BOT CHORD 23-24=0/1932, 22-23=0/4655, 21-22=0/4656, 20-21=0/4655, 19-20=0/5472, 18-19=0/5472, 17-18=0/4629, 16-17=0/4628, 15-16=0/1932 WEBS 6-20=-270/0, 2-24=-2255/0, 2-23=0/1736, 5-23=-1448/0, 5-20=0/1076, 13-15=-2255/0, 13-16=0/1736, 10-16=-1416/0, 10-18=0/878, 8-18=-281/0, 7-18=-457/242 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information November 19,2014 Job 03042-14A Truss F04 Truss Type Floor Qty 4 Ply 1 Lion’s Ridge / Bldg 1 / 2nd Floor Job Reference (optional) R43259704 7.600 s Sep 23 2014 MiTek Industries, Inc. Tue Nov 18 16:23:36 2014 Page 1 Alpine Truss, Montrose, CO - 81401 ID:6H?QcMI6c4e8LHnD43dQbjzXm0O-u1db6udahvb2I3ygax3JO6ru_BBp_JBJLx1XeLyHstr Scale = 1:51.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 3x6 FP 3x4 3x6 3x4 3x6 FP 3x4 2x4 4x4 2x4 4x8 2x4 4x6 4x8 2x4 3x4 4x10 4x10 2x4 3x8 3x6 3x4 5x6 2x4 4x6 10-3-0 10-3-0 10-11-0 0-8-0 11-7-4 0-8-4 21-8-0 10-0-12 21-10-0 0-2-0 30-2-4 8-4-4 2-5-4 1-4-4 1-7-4 1-7-4 1- 8 - 0 1- 8 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [21:0-1-8,Edge], [22:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.48 0.56 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.51 0.05 (loc) 22-23 22-23 18 l/defl >999 >502 n/a L/d 960 480 n/a PLATES MT20 Weight: 115 lb FT = 0%F, 0%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 WW Stud(flat) *Except* W3: 2x4 SPF 1650F 1.5E(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)24=978/0-4-4 (min. 0-1-8), 18=2207/0-5-8 (min. 0-1-8), 16=9/0-4-4 (min. 0-1-8) Max Uplift 16=-201(LC 3) Max Grav 24=983(LC 3), 18=2207(LC 1), 16=213(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2401/0, 3-4=-2401/0, 4-5=-2862/0, 5-6=-2862/0, 6-7=-2862/0, 7-8=-1136/0, 8-9=-1136/0, 9-10=-1136/0, 10-11=0/2329, 11-12=0/2329, 12-13=0/1065, 13-14=0/1065 BOT CHORD 23-24=0/1423, 22-23=0/2858, 21-22=0/2862, 20-21=0/2142, 19-20=0/2142, 18-19=-460/0, 17-18=-1653/0, 16-17=-460/139 WEBS 6-21=-314/0, 2-24=-1661/0, 2-23=0/1149, 4-23=-537/0, 10-18=-2196/0, 10-19=0/1806, 7-19=-1192/0, 7-21=0/921, 14-16=-162/537, 14-17=-714/0, 12-17=0/959, 12-18=-1111/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 16. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information November 19,2014 Job 03042-14A Truss F05 Truss Type Floor Qty 12 Ply 1 Lion’s Ridge / Bldg 1 / 2nd Floor Job Reference (optional) R43259705 7.600 s Sep 23 2014 MiTek Industries, Inc. Tue Nov 18 16:23:37 2014 Page 1 Alpine Truss, Montrose, CO - 81401 ID:6H?QcMI6c4e8LHnD43dQbjzXm0O-MEBzJEeCRDjvwCXs8eaYwJO7JbctjuaSZbn5BnyHstq Scale = 1:17.0 1 2 3 4 5 9 8 7 6 3x4 3x6 3x4 3x6 3x4 2x4 3x4 3x4 2x4 9-0-8 9-0-8 2-5-4 0-11-12 1- 8 - 0 1- 8 - 0 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 25.0 0.0 15.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.00 1.00 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.25 0.25 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.22 0.01 (loc) 6-7 6-7 6 l/defl >999 >487 n/a L/d 960 480 n/a PLATES MT20 Weight: 37 lb FT = 0%F, 0%E GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2400F 2.0E(flat) BOT CHORD 2x4 SPF 2400F 2.0E(flat) WEBS 2x4 WW Stud(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=469/0-2-4 (min. 0-1-8), 6=469/0-4-4 (min. 0-1-8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-648/0, 3-4=-648/0 BOT CHORD 8-9=0/648, 7-8=0/648, 6-7=0/566 WEBS 2-9=-752/0, 4-6=-661/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information November 19,2014 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 - 0 PR O D U C T C O D E A P P R O V A L S JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) ' 2 0 1 2 M i T e k ﬁ A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 0 1 / 2 9 / 2 0 1 3 WE B S ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 - 0 IC C - E S R e p o r t s : ES R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 ER - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s WE B S S Y P r e p r e s e n t s v a l u e s a s p u b l i s h e d b y A W C i n t h e 2 0 0 5 / 2 0 1 2 N D S S P r e p r e s e n t s A L S C a p p r o v e d / n e w v a l u e s w i t h e f f e c t i v e d a t e o f J u n e 1 , 2 0 1 3 So u t h e r n P i n e l u m b e r d e s i g n a t i o n s a r e a s f o l l o w s : 16 " O . C 16 " O . C 16 " O . C 16" O.C F01(14)F01(3) F01 (5) F 0 1 ( 3 ) F01 (7) F 0 1 ( 7 ) F 0 1 ( 7 ) F01 (7) F01 (5) F 0 1 ( 3 ) F 0 1 ( 4 ) F01 (5) F 0 1 ( 8 ) F01 (7) F02(5) F 0 2 ( 5 ) F02 ( 4) F 0 2 ( 5 ) F02( 4) F 0 2 ( 4 ) F02 ( 4) F03(10) F 0 3 ( 1 0 ) F03 ( 9) F0 3( 9) F 0 3 ( 1 0 ) F 0 3 ( 1 0 ) F03 ( 9) F04(4)F01(7)F05(3) F 0 5 ( 3 ) F 0 5 ( 3 ) F 0 5 ( 3 ) 21-05-12 22-09-04 11-03-08 10 - 0 6 - 0 8 5- 1 1 - 0 0 13 - 0 8 - 0 8 17 - 0 7 - 0 0 8-05-08 2- 1 0 - 0 0 13 - 0 8 - 0 8 5- 1 1 - 0 0 11-03-08 21 - 0 4 - 0 0 5- 1 1 - 0 0 8-05-08 2- 1 0 - 0 0 13 - 0 8 - 0 8 16 - 0 5 - 0 8 13-08-085-11-00 11-03-0810-08-00 21-11-04 10-01-0030-09-04 5-11-008-05-08 33-04-00 2- 1 0 - 0 0 11 - 0 6 - 0 0 8-05-08 5- 1 1 - 0 0 11-03-08 20 - 0 7 - 0 0 5- 1 1 - 0 0 8-05-08 2- 1 0 - 0 0 11 - 0 6 - 0 0 21 - 0 7 - 0 8 11 - 0 6 - 0 0 5- 1 1 - 0 0 11-03-08 10 - 0 3 - 0 8 1-00-00 Building#-1 SecondFloorTrussLayout Lion'sRigdeApartmentHomes 1280NorthFrontageRoadVail,Co.RoofArea:0|HipLines:0|RidgeLines:0 FasciaLines:0|RakedFascia:0|Valley:061408JayJayRoadMontrose,CO81401 Office:970.249.0801Fax:970.249.1296 Date:11/10/2014Provide bridging to exterior walls per 2/S-610. Design bridging for 120 PLF. Typ at all exterior walls Pr o v i d e b r i d g i n g t o st a i r w a l l s p e r 6/ S - 6 1 0 . T y p a t a l l st a i r w a l l s Pr o v i d e b r i d g i n g t o pa r t y w a l l s p e r 5/ S - 6 1 0 . T y p a t a l l pa r t y w a l l s Note:Truss supplier responsible for temporary and permanent bridging and bracing and connections.REVIEWED FOR DESIGN LOADS ONLY AS THEY AFFECT THE PRIMARY STRUCTURE.NOT RESPONSIBLE FOR DESIGN, DIMENSIONS OR QUANTITIES OF MATERIALMARTIN/MARTIN, INC.Date Received: _________Reviewer: RS Date Returned: 11/14/2014REVIEWED11/11/2014