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HomeMy WebLinkAboutTRUSS SPECS - 20-00735 - Teton River Flats Community Housing - 4Plex - A1MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by InteFrame Components, LLC. January 18,2022 Hernandez, Marcos Pages or sheets covered by this seal: R69379803 thru R69379826 My license renewal date for the state of Idaho is January 31, 2022. Idaho COA: 853 216896 Teton River Flats 2 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A1G Truss Type HALF HIP GIRDER Qty 2 Ply 2 Teton River Flats 2 Job Reference (optional) R69379803 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:28 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-2aDgOzgUMc1NUD61?4p0Ug6LzqqoBWnctIUbdSzuVaX Scale: 3/16"=1' 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 384x6 5x6 7x8 2x4 4x6 6x10 MT20HS4x5 4x8 2x4 4x8 1.5x4 2x4 1.5x4 6x10 2x4 6x10 6x10 MT20HS 5-11-4 5-11-4 11-0-6 5-1-2 16-3-4 5-2-14 21-6-2 5-2-14 26-8-15 5-2-14 31-11-13 5-2-14 37-4-7 5-4-10 5-11-4 5-11-4 11-0-6 5-1-2 16-3-4 5-2-14 21-6-2 5-2-14 26-8-15 5-2-14 31-11-13 5-2-14 37-4-7 5-4-10 0-6-53-1-53-2-153-1-55.50 12 Plate Offsets (X,Y)-- [5:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.73 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.68 -0.91 0.15 0.24 (loc) 13-14 13-14 9 13-14 l/defl >655 >488 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 396 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E *Except* 1-2: 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-13 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)1=0-5-8, 9=0-3-15 Max Horz 1=87(LC 43) Max Uplift 1=-338(LC 7), 9=-526(LC 7) Max Grav 1=3898(LC 1), 9=4294(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8431/813, 2-3=-7408/738, 3-4=-14345/1642, 4-5=-14345/1642, 5-6=-11711/1442, 6-7=-11711/1442, 8-9=-285/47 BOT CHORD 1-17=-779/7547, 16-17=-1366/12411, 14-16=-1366/12411, 13-14=-1728/14131, 11-13=-1728/14131, 10-11=-903/7222, 9-10=-903/7222 WEBS 2-17=-188/2838, 3-17=-5653/690, 3-16=0/388, 3-14=-356/2182, 4-14=-669/134, 5-14=-47/458, 5-13=-74/741, 5-11=-2799/309, 6-11=-509/99, 7-11=-621/5063, 7-10=-63/707, 7-9=-8027/984 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-5-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=338, 9=526. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A1G Truss Type HALF HIP GIRDER Qty 2 Ply 2 Teton River Flats 2 Job Reference (optional) R69379803 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:28 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-2aDgOzgUMc1NUD61?4p0Ug6LzqqoBWnctIUbdSzuVaX NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 548 lb down and 129 lb up at 5-11-4, 309 lb down and 83 lb up at 8-0-12, 309 lb down and 83 lb up at 10-0-12, and 309 lb down and 83 lb up at 12-0-12, and 309 lb down and 83 lb up at 14-0-12 on top chord, and 78 lb down at 2-0-12, 74 lb down at 4-0-12, 74 lb down at 6-0-12, 74 lb down at 8-0-12, 74 lb down at 10-0-12, 74 lb down at 12-0-12, 74 lb down at 14-0-12, 207 lb down and 52 lb up at 16-0-12, 207 lb down and 52 lb up at 18-0-12, 207 lb down and 52 lb up at 20-0-12, 207 lb down and 52 lb up at 22-0-12, 207 lb down and 52 lb up at 24-0-12, 207 lb down and 52 lb up at 26-0-12, 207 lb down and 52 lb up at 28-0-12, 207 lb down and 52 lb up at 30-0-12, 207 lb down and 52 lb up at 32-0-12, and 207 lb down and 52 lb up at 34-0-12, and 207 lb down and 52 lb up at 36-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-83, 2-8=-83, 1-9=-19 Concentrated Loads (lb) Vert: 2=-434(B) 17=-37(B) 14=-207(B) 10=-207(B) 18=-261(B) 19=-261(B) 20=-261(B) 21=-261(B) 24=-39(B) 25=-37(B) 26=-37(B) 27=-37(B) 28=-37(B) 29=-37(B) 30=-207(B) 31=-207(B) 32=-207(B) 33=-207(B) 34=-207(B) 35=-207(B) 36=-207(B) 37=-207(B) 38=-207(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A2 Truss Type HALF HIP Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379804 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:30 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-?yLQpfhluDH5kXGP7UrUZ5Bh_dVsfSZvKczihKzuVaV Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 6x8 3x6 4x10 3x5 6x10 MT20HS3x4 1.5x4 4x12 1.5x4 1.5x4 3x8 1.5x4 4x12 4x6 6x8 5x6 7-11-4 7-11-4 13-8-2 5-8-14 19-6-12 5-10-10 25-5-7 5-10-10 31-4-1 5-10-10 37-4-7 6-0-6 4-3-6 4-3-6 7-11-4 3-7-14 13-8-2 5-8-14 19-6-12 5-10-10 25-5-7 5-10-10 31-4-1 5-10-10 37-4-7 6-0-6 0-6-54-0-54-1-154-0-55.50 12 Plate Offsets (X,Y)-- [1:Edge,0-2-12], [3:0-4-6,Edge], [10:Edge,0-1-8], [11:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.82 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.71 0.17 0.16 (loc) 13 13-15 10 13 l/defl >898 >627 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 181 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 3-6: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Std *Except* 3-15,5-15,5-12,8-12,9-11: 2x4 DF No.2 WEDGE Left: 2x4 DF Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-7 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. WEBS 1 Row at midpt 9-10 REACTIONS. (size)10=0-3-15, 1=Mechanical Max Horz 1=123(LC 9) Max Uplift 10=-148(LC 9), 1=-89(LC 9) Max Grav 10=2409(LC 28), 1=1970(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3926/590, 2-3=-3952/535, 3-4=-5381/680, 4-5=-5377/678, 5-7=-5022/590, 7-8=-5022/590, 8-9=-3254/393, 9-10=-2348/286 BOT CHORD 1-16=-498/3462, 15-16=-394/3602, 13-15=-565/5738, 12-13=-565/5738, 11-12=-273/3254 WEBS 2-16=-409/180, 3-16=0/364, 3-15=-197/2127, 4-15=-839/171, 5-15=-428/49, 5-12=-889/112, 7-12=-551/134, 8-12=-233/2094, 8-11=-1918/283, 9-11=-388/3799 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-12 to 3-9-10, Exterior(2R) 3-9-10 to 13-2-11, Interior(1) 13-2-11 to 33-5-13, Exterior(2E) 33-5-13 to 37-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 14 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=148. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A3G Truss Type ROOF SPECIAL GIRDER Qty 2 Ply 2 Teton River Flats 2 Job Reference (optional) R69379805 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:32 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-xLTBDLj?QrXpzrQoEvuyeWG2SRG_7JRCowSpmDzuVaT Scale = 1:73.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 6x8 7x10 5x6 5x6 2x4 4x5 2x4 4x5 7x12 3x8 2x4 7x8 2x4 3x10 4x5 2-2-1314-0-10 3-0-7 3-0-7 6-10-12 3-10-5 13-1-4 6-2-8 19-10-11 6-9-7 26-8-2 6-9-7 33-5-8 6-9-7 40-6-7 7-0-15 -1-4-0 1-4-0 3-8-12 3-8-12 6-10-12 3-2-0 13-1-4 6-2-8 19-10-11 6-9-7 26-8-2 6-9-7 33-5-8 6-9-7 40-6-7 7-0-15 0-6-52-1-34-11-55-0-154-11-55.50 12 Plate Offsets (X,Y)-- [3:0-4-6,Edge], [4:0-3-10,Edge], [7:0-3-0,0-3-4], [12:0-2-12,0-4-8], [14:0-3-4,0-4-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.46 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.38 0.08 0.09 (loc) 13 13-14 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 465 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Std *Except* 6-14,6-12,8-12,8-10: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-7 max.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-15, 2=0-5-8 Max Horz 2=158(LC 56) Max Uplift 10=-158(LC 7), 2=-159(LC 6) Max Grav 10=2657(LC 33), 2=3278(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6495/279, 3-4=-8157/344, 4-5=-5421/262, 5-6=-4853/258, 6-7=-5144/303, 7-8=-5182/311, 9-10=-371/61 BOT CHORD 2-16=-373/5775, 15-16=-355/5282, 14-15=-448/8027, 13-14=-375/5787, 12-13=-375/5787, 11-12=-231/3407, 10-11=-231/3407 WEBS 3-16=-46/1220, 3-15=-161/3265, 4-15=-1595/149, 4-14=-3586/210, 5-14=-17/1784, 6-14=-1123/162, 6-13=0/262, 6-12=-832/45, 7-12=-599/129, 8-12=-138/2126, 8-11=0/307, 8-10=-4021/235 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=158, 2=159. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1086 lb down and 88 lb up at 3-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A3G Truss Type ROOF SPECIAL GIRDER Qty 2 Ply 2 Teton River Flats 2 Job Reference (optional) R69379805 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:32 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-xLTBDLj?QrXpzrQoEvuyeWG2SRG_7JRCowSpmDzuVaT LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 3-4=-86, 4-5=-86, 5-9=-86, 2-10=-20 Concentrated Loads (lb) Vert: 16=-1086(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A4 Truss Type ROOF SPECIAL Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379806 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:35 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-Lw8JsMltjmwOqI9Nw2RfG9uVje9bKjgeUuhTNYzuVaQ Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 26 27 28 29 30 31 32 5x6 5x6 5x6 5x6 6x8 3x5 5x6 4x10 6x10 MT20HS4x5 3x10 3x4 3x4 3x4 3x8 3x4 1.5x4 3x10 MT20HS 16-3-0 5-8-12 5-8-12 8-10-12 3-2-0 15-1-4 6-2-8 22-0-12 6-11-8 28-8-12 6-8-0 34-4-12 5-8-0 40-6-7 6-1-11 -1-4-0 1-4-0 5-8-12 5-8-12 8-10-12 3-2-0 15-1-4 6-2-8 19-10-1 4-8-13 24-3-7 4-5-5 28-8-12 4-5-5 34-4-12 5-8-0 40-6-7 6-1-11 0-6-53-0-35-10-55-11-150-7-05-10-55.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-8], [2:0-2-7,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.92 0.98 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.73 0.22 0.16 (loc) 15-16 16-18 11 15-16 l/defl >999 >663 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 203 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 4-5: 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Std WEDGE Left: 2x4 DF Std SLIDER Right 2x4 DF Std 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins, except 2-0-0 oc purlins (3-1-2 max.): 3-4, 5-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-13 REACTIONS. (size)11=0-3-15, 2=0-5-8 Max Horz 2=72(LC 12) Max Uplift 11=-52(LC 8), 2=-94(LC 12) Max Grav 11=2174(LC 37), 2=2296(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4341/762, 3-4=-3784/721, 4-5=-4218/807, 5-6=-3794/791, 6-7=-3962/808, 7-8=-3204/702, 8-9=-3630/724, 9-11=-4002/744 BOT CHORD 2-18=-643/3860, 16-18=-996/5512, 15-16=-636/4036, 13-15=-606/3848, 12-13=-607/3540, 11-12=-607/3540 WEBS 3-18=-192/1510, 4-18=-2240/470, 4-16=-1905/446, 5-16=-129/1267, 6-16=-630/113, 6-15=-255/97, 7-15=0/380, 7-13=-1149/170, 8-13=-118/1060, 9-13=-747/120 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-10, Exterior(2R) 2-8-10 to 5-8-12, Exterior(2E) 5-8-12 to 8-10-12, Interior(1) 8-10-12 to 11-0-10, Exterior(2R) 11-0-10 to 19-1-14, Interior(1) 19-1-14 to 24-8-2, Exterior(2R) 24-8-2 to 32-9-6, Interior(1) 32-9-6 to 36-3-13, Exterior(2E) 36-3-13 to 40-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 17 = 12% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A5 Truss Type ROOF SPECIAL Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379807 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:37 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-HJG4H2n8ENA64cIl1TT7La_sZStxobJxxCAaRRzuVaO Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 26 27 28 29 30 31 3233 5x6 5x6 5x6 5x6 6x8 3x6 6x8 6x10 MT20HS3x8 1.5x4 3x8 3x4 6x12 3x4 3x4 1.5x4 18-5-6 7-8-12 7-8-12 10-10-12 3-2-0 17-1-4 6-2-8 26-8-12 9-7-8 33-7-4 6-10-8 40-6-7 6-11-3 -1-4-0 1-4-0 4-0-4 4-0-4 7-8-12 3-8-8 10-10-12 3-2-0 17-1-4 6-2-8 22-0-12 4-11-8 26-8-12 4-8-0 31-2-5 4-5-9 35-10-12 4-8-6 40-6-7 4-7-11 0-6-53-11-36-9-56-10-150-7-06-9-55.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-3], [14:0-6-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.90 0.85 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.65 0.20 0.15 (loc) 16-18 16-18 12 16-18 l/defl >999 >745 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 208 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 5-6: 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Std *Except* 5-16,7-16,7-14: 2x4 DF No.2 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x4 DF Std 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins, except 2-0-0 oc purlins (3-3-11 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 7-1-13 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS. (size)12=0-3-15, 2=0-5-8 Max Horz 2=82(LC 12) Max Uplift 12=-63(LC 13), 2=-105(LC 12) Max Grav 12=2267(LC 37), 2=2459(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4405/824, 3-4=-4080/779, 4-5=-3653/740, 5-6=-3768/777, 6-7=-3375/763, 7-8=-2974/698, 8-9=-3364/731, 9-10=-4003/745, 10-12=-4226/757 BOT CHORD 2-18=-716/3854, 16-18=-868/4721, 14-16=-564/3360, 13-14=-578/3471, 12-13=-622/3725 WEBS 3-18=-353/148, 4-18=-197/1329, 5-18=-1591/365, 5-16=-1661/391, 6-16=-120/1012, 7-16=-346/334, 7-14=-851/166, 8-14=-151/1022, 9-14=-823/159, 9-13=0/290, 10-13=-271/100 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-10, Interior(1) 2-8-10 to 3-8-2, Exterior(2R) 3-8-2 to 7-8-12, Exterior(2E) 7-8-12 to 10-10-12, Interior(1) 10-10-12 to 13-0-10, Exterior(2R) 13-0-10 to 21-1-14, Interior(1) 21-1-14 to 22-8-2, Exterior(2R) 22-8-2 to 30-9-6, Interior(1) 30-9-6 to 36-3-13, Exterior(2E) 36-3-13 to 40-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 17 = 16% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=105. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A6 Truss Type ROOF SPECIAL Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379808 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:40 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-iuyCv4p0XIYgx31Kib1qzCcODfvW?xbNdAOE2lzuVaL Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 25 26 27 28 29 30 31 3233 5x6 5x6 6x8 5x6 6x8 3x6 6x8 6x10 MT20HS3x8 1.5x4 3x5 3x8 3x4 3x4 1.5x4 3x10 MT20HS 20-7-12 9-8-12 9-8-12 12-10-12 3-2-0 19-1-4 6-2-8 24-8-12 5-7-8 32-7-4 7-10-8 40-6-7 7-11-3 -1-4-0 1-4-0 5-1-14 5-1-14 9-8-12 4-6-14 12-10-12 3-2-0 19-1-4 6-2-8 24-8-12 5-7-8 29-11-12 5-3-0 35-2-12 5-3-0 40-6-7 5-3-11 0-6-54-10-37-8-57-9-150-7-07-8-55.50 12 Plate Offsets (X,Y)-- [2:Edge,0-3-3], [6:0-5-4,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.81 0.80 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.66 0.20 0.13 (loc) 15-17 15-17 11 15-17 l/defl >999 >731 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 210 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 5-6: 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Std *Except* 5-15,6-15,6-14,7-14: 2x4 DF No.2 WEDGE Left: 2x4 DF Std SLIDER Right 2x4 DF Std 2-9-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-10-13 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing. WEBS 1 Row at midpt 5-15, 6-14 REACTIONS. (size)11=0-3-15, 2=0-5-8 Max Horz 2=91(LC 12) Max Uplift 11=-75(LC 13), 2=-115(LC 12) Max Grav 11=2369(LC 37), 2=2610(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4724/803, 3-4=-4225/735, 4-5=-3713/706, 5-6=-3539/711, 6-7=-2973/669, 7-8=-3428/691, 8-9=-4246/710, 9-11=-4460/730 BOT CHORD 2-17=-687/4170, 15-17=-723/4411, 14-15=-443/3128, 12-14=-531/3646, 11-12=-595/3962 WEBS 3-17=-586/140, 4-17=-165/1358, 5-17=-1278/278, 5-15=-1605/347, 6-15=-111/1096, 6-14=-564/165, 7-14=-97/995, 8-14=-970/172, 8-12=0/372, 9-12=-304/116 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-10, Interior(1) 2-8-10 to 5-8-2, Exterior(2R) 5-8-2 to 9-8-12, Exterior(2E) 9-8-12 to 12-10-12, Interior(1) 12-10-12 to 15-0-10, Exterior(2R) 15-0-10 to 28-9-6, Interior(1) 28-9-6 to 36-3-13, Exterior(2E) 36-3-13 to 40-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 16 = 16% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=115. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A7 Truss Type ROOF SPECIAL Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379809 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:42 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-eG3zKmrG3voOANBjq03I2dhglTbRTtEg5UtL7ezuVaJ Scale = 1:73.2 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 29 30 5x6 5x6 6x8 5x6 4x10 3x4 3x4 6x8 6x10 MT20HS3x4 1.5x4 3x4 3x8 3x5 3x8 3x4 3x4 3x4 1.5x4 3x10 MT20HS 5-11-8 5-11-8 11-8-12 5-9-4 14-10-12 3-2-0 21-1-4 6-2-8 22-8-12 1-7-8 28-7-12 5-11-0 34-6-12 5-11-0 40-6-7 5-11-11 -1-4-0 1-4-0 4-0-7 4-0-7 7-10-10 3-10-2 11-8-12 3-10-2 14-10-12 3-2-0 21-1-4 6-2-8 22-8-12 1-7-8 28-7-12 5-11-0 34-6-12 5-11-0 40-6-7 5-11-11 0-6-55-9-38-7-58-8-150-7-08-7-55.50 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [7:0-5-8,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.77 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.63 0.21 0.11 (loc) 17-19 17-19 12 17-19 l/defl >999 >764 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 233 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* 6-7: 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Std *Except* 6-17,7-17,7-16,8-16,9-16: 2x4 DF No.2 WEDGE Left: 2x4 DF Std SLIDER Right 2x4 DF Std 3-2-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-4-14 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing. WEBS 1 Row at midpt 6-17, 7-16, 9-16 REACTIONS. (size)12=0-3-15, 2=0-5-8 Max Horz 2=96(LC 16) Max Uplift 12=-85(LC 13), 2=-126(LC 12) Max Grav 12=2461(LC 37), 2=2706(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4915/679, 3-4=-4686/678, 4-5=-4173/677, 5-6=-3682/644, 6-7=-3454/614, 7-8=-2991/612, 8-9=-3465/626, 9-10=-4250/655, 10-12=-4778/663 BOT CHORD 2-20=-560/4229, 19-20=-546/4103, 17-19=-562/4199, 16-17=-309/3052, 14-16=-436/3788, 13-14=-518/4153, 12-13=-518/4153 WEBS 4-20=0/251, 4-19=-643/126, 5-19=-173/1431, 6-19=-1051/210, 6-17=-1542/336, 7-17=-103/1164, 7-16=-654/147, 8-16=-144/1103, 9-16=-1126/179, 9-14=0/354, 10-14=-484/93 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-10, Interior(1) 2-8-10 to 7-8-2, Exterior(2R) 7-8-2 to 11-8-12, Exterior(2E) 11-8-12 to 14-10-12, Interior(1) 14-10-12 to 17-0-10, Exterior(2R) 17-0-10 to 26-9-6, Interior(1) 26-9-6 to 36-3-13, Exterior(2E) 36-3-13 to 40-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=126. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A8 Truss Type ROOF SPECIAL Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379810 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:45 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-2rl5ynt9MqAz1qwIV8c?gGJB8gbogGZ6nR6?jzzuVaG Scale = 1:70.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 26 27 28 29 30 31 32 33 5x6 6x8 5x6 3x6 6x8 6x12 3x4 1.5x4 3x4 3x8 3x4 3x4 1.5x4 6x8 3x5 3x10 MT20HS 6-11-8 6-11-8 13-8-12 6-9-4 16-10-12 3-2-0 21-11-0 5-0-4 31-2-6 9-3-6 40-6-7 9-4-1 -1-4-0 1-4-0 4-8-7 4-8-7 9-2-10 4-6-2 13-8-12 4-6-2 16-10-12 3-2-0 21-11-0 5-0-4 28-1-4 6-2-4 34-3-8 6-2-4 40-6-7 6-2-15 0-6-56-8-39-1-70-7-06-8-35.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-3], [6:0-3-10,Edge], [16:0-2-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.99 0.92 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.58 0.18 0.12 (loc) 13-15 13-15 12 13-15 l/defl >999 >831 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 206 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Std *Except* 6-15,7-15,8-15: 2x4 DF No.2 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x4 DF Std 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-9-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15 REACTIONS. (size)2=0-5-8, 12=0-3-15 Max Horz 2=106(LC 12) Max Uplift 2=-127(LC 12), 12=-89(LC 13) Max Grav 2=2372(LC 35), 12=2138(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4442/693, 3-4=-4108/675, 4-5=-3413/662, 5-6=-3015/635, 6-7=-2808/605, 7-8=-2833/601, 8-10=-3712/646, 10-12=-3993/677 BOT CHORD 2-18=-594/3917, 17-18=-542/3518, 15-17=-490/3259, 13-15=-444/3104, 12-13=-541/3529 WEBS 3-18=-373/100, 4-18=0/367, 4-17=-847/157, 5-17=-147/1044, 6-17=-646/134, 6-15=-1476/329, 7-15=-303/1827, 8-15=-1106/217, 8-13=0/423, 10-13=-332/146 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-10, Interior(1) 2-8-10 to 9-8-2, Exterior(2R) 9-8-2 to 13-8-12, Exterior(2E) 13-8-12 to 16-10-12, Interior(1) 16-10-12 to 17-10-6, Exterior(2R) 17-10-6 to 25-11-10, Interior(1) 25-11-10 to 36-3-13, Exterior(2E) 36-3-13 to 40-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=127. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A9 Truss Type ROOF SPECIAL Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379811 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:46 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-X1JT97un78Iqf_UU3s8EDTsSY41JPf1G05rYGPzuVaF Scale = 1:71.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 5x6 6x8 5x6 3x6 4x5 3x7 3x6 3x4 1.5x4 3x4 4x8 4x10 4x5 3x5 3x4 1.5x4 3x8 3x6 23-8-14 7-11-8 7-11-8 15-8-12 7-9-4 18-10-12 3-2-0 21-11-0 3-0-4 28-0-4 6-1-4 34-3-0 6-2-12 40-6-7 6-3-7 -1-4-0 1-4-0 5-4-7 5-4-7 10-6-10 5-2-2 15-8-12 5-2-2 18-10-12 3-2-0 21-11-0 3-0-4 28-0-4 6-1-4 34-3-0 6-2-12 40-6-7 6-3-7 0-6-57-7-39-1-70-7-07-7-35.50 12 Plate Offsets (X,Y)-- [2:0-1-7,0-5-14], [2:0-0-0,0-1-4], [6:0-3-10,Edge], [11:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.45 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.04 0.04 (loc) 16-18 16-18 13 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Std *Except* 5-16,6-16,6-15,7-15,8-15: 2x4 DF No.2 WEDGE Left: 2x4 DF Std , Right: 2x4 DF Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins, except 2-0-0 oc purlins (5-11-1 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 8-13 REACTIONS. (size)2=0-5-8, 13=0-5-8, 11=0-3-15 Max Horz 2=101(LC 16) Max Uplift 2=-105(LC 12), 13=-79(LC 12), 11=-47(LC 51) Max Grav 2=1625(LC 35), 13=2680(LC 1), 11=395(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2751/366, 3-4=-2418/344, 4-5=-1424/312, 5-6=-1206/324, 6-7=-606/248, 7-8=-569/232, 8-10=-67/911, 10-11=-397/415 BOT CHORD 2-18=-276/2361, 16-18=-198/1861, 15-16=-40/954, 13-15=-739/211, 12-13=-315/256, 11-12=-315/256 WEBS 3-18=-394/120, 4-18=0/494, 4-16=-999/182, 6-16=-71/826, 6-15=-1275/269, 8-15=-209/1649, 8-13=-2177/437, 10-13=-838/162, 10-12=0/267 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-10, Interior(1) 2-8-10 to 11-8-2, Exterior(2R) 11-8-2 to 15-8-12, Exterior(2E) 15-8-12 to 18-10-12, Exterior(2R) 18-10-12 to 25-11-10, Interior(1) 25-11-10 to 36-3-13, Exterior(2E) 36-3-13 to 40-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11 except (jt=lb) 2=105. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A10 Truss Type GABLE Qty 1 Ply 1 Teton River Flats 2 Job Reference (optional) R69379812 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:23 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-icQnLGcMX4P5OSE3DWDrndPXPpBPWDmtj0mqyEzuVac Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 60 61 62 63 64 65 66 5x6 5x6 6x8 5x6 3x6 4x5 3x7 3x4 3x4 4x8 4x10 4x5 3x5 3x4 3x5 3x7 3x6 5x6 23-8-14 8-6-12 8-6-12 16-11-4 8-4-8 20-1-4 3-2-0 28-0-4 7-11-0 28-1-4 0-1-0 34-3-8 6-2-4 40-8-0 6-4-8 -1-4-0 1-4-0 5-9-4 5-9-4 11-4-4 5-7-0 16-11-4 5-7-0 20-1-4 3-2-0 21-11-0 1-9-12 28-1-4 6-2-4 34-3-8 6-2-4 40-8-0 6-4-8 42-0-0 1-4-0 0-6-58-1-139-1-70-6-58-1-135.50 12 Plate Offsets (X,Y)-- [2:0-1-7,0-5-14], [2:0-0-0,0-1-4], [7:0-3-10,Edge], [12:0-0-0,0-1-0], [12:0-1-7,0-5-14], [19:0-3-0,0-3-0], [52:0-1-15,0-1-0], [55:0-1-15,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.49 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.21 0.04 0.04 (loc) 18-20 18-20 15 2-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 320 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* 3-20,5-20,9-15,11-15,11-14: 2x4 DF Std OTHERS 2x4 DF Std *Except* 41-43: 2x4 DF No.2 WEDGE Left: 2x4 DF Std , Right: 2x4 DF Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 8-17, 9-15 REACTIONS. (size)2=0-5-8, 15=0-5-8, 12=0-5-8 Max Horz 2=-96(LC 17) Max Uplift 2=-107(LC 12), 15=-72(LC 12), 12=-72(LC 13) Max Grav 2=1626(LC 35), 15=2636(LC 1), 12=557(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2745/372, 3-5=-2384/347, 5-6=-1324/311, 6-7=-1106/326, 7-8=-861/310, 8-9=-786/274, 9-11=-33/849, 11-12=-411/376 BOT CHORD 2-20=-251/2355, 18-20=-163/1801, 17-18=0/805, 15-17=-684/198, 14-15=-284/265, 12-14=-284/265 WEBS 3-20=-430/134, 5-20=0/546, 5-18=-1088/194, 7-18=-108/920, 7-17=-1356/270, 8-17=-95/428, 9-17=-197/1677, 9-15=-2127/419, 11-15=-796/132, 11-14=0/250 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-13, Interior(1) 2-8-13 to 12-10-7, Exterior(2R) 12-10-7 to 16-11-4, Exterior(2E) 16-11-4 to 20-1-4, Exterior(2R) 20-1-4 to 25-11-13, Interior(1) 25-11-13 to 37-11-3, Exterior(2E) 37-11-3 to 42-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 12 except (jt=lb) 2=107. Continued on page 2 January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss A10 Truss Type GABLE Qty 1 Ply 1 Teton River Flats 2 Job Reference (optional) R69379812 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:24 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-Ap_9Ycd_INXy0cpGmEk4Kqxi8CXeFg01ygWOUhzuVab NOTES- 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss B1E Truss Type GABLE Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379813 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:48 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-TQREapv1flYYuIetAGAiIuxwCuqytlPZTPKfKIzuVaD Scale = 1:37.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 34 35 3x6 3x6 3x4 3x7 3x4 3x7 21-4-0 21-4-0 10-8-0 10-8-0 21-4-0 10-8-0 22-8-0 1-4-0 0-6-55-4-150-6-55.50 12 Plate Offsets (X,Y)-- [1:0-1-7,0-5-14], [1:0-0-0,0-1-0], [9:0-3-0,Edge], [17:Edge,0-1-0], [17:0-1-7,0-5-14] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.10 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 18 17 17 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Std WEDGE Left: 2x4 DF Std , Right: 2x4 DF Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-4-0. (lb) - Max Horz 1=-62(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 28, 29, 30, 31, 32, 33, 24, 23, 22, 21, 20, 17, 19 Max Grav All reactions 250 lb or less at joint(s) 27, 28, 29, 30, 31, 32, 33, 26, 24, 23, 22, 21, 20, 1, 19 except 17=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) 0-0-0 to 3-2-12, Exterior(2N) 3-2-12 to 7-8-0, Corner(3R) 7-8-0 to 13-8-0, Exterior(2N) 13-8-0 to 19-5-4, Corner(3E) 19-5-4 to 22-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 29, 30, 31, 32, 33, 24, 23, 22, 21, 20, 17, 19. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss C1G Truss Type HALF HIP GIRDER Qty 2 Ply 2 Teton River Flats 2 Job Reference (optional) R69379814 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:50 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-PpY_?VxIBMpG7coFIhCANJ0GhhTJLaQrxjpmPAzuVaB Scale: 1"=1' 1 2 3 5 46 3x4 4x6 1.5x4 4x5 3x12 1-9-12 1-9-12 3-8-12 1-11-0 2-10-14 2-10-14 3-8-12 0-9-14 0-6-51-10-55.50 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.19 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 4=Mechanical Max Horz 1=49(LC 7) Max Uplift 1=-66(LC 10), 4=-68(LC 7) Max Grav 1=1386(LC 27), 4=1106(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1851/72 BOT CHORD 1-5=-76/1565, 4-5=-32/329 WEBS 2-5=-66/1884, 2-4=-789/55 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 32 lb up at 3-7-0 on top chord, and 1950 lb down and 109 lb up at 1-9-8, and 16 lb down at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-86, 2-3=-86, 1-4=-20 Continued on page 2 January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss C1G Truss Type HALF HIP GIRDER Qty 2 Ply 2 Teton River Flats 2 Job Reference (optional) R69379814 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:50 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-PpY_?VxIBMpG7coFIhCANJ0GhhTJLaQrxjpmPAzuVaB LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-111(F) 5=-1950(B) 6=-8(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss J1 Truss Type JACK-OPEN Qty 10 Ply 1 Teton River Flats 2 Job Reference (optional) R69379815 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:50 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-PpY_?VxIBMpG7coFIhCANJ06hhTTLgwrxjpmPAzuVaB Scale = 1:18.8 1 2 5 3 4 3x4 5-11-4 5-11-4 -1-4-0 1-4-0 5-11-4 5-11-4 0-6-53-2-112-10-73-1-55.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-15] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >715 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-74(LC 12), 2=-26(LC 12) Max Grav 3=344(LC 19), 2=629(LC 19), 4=113(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss J1A Truss Type JACK-OPEN Qty 22 Ply 1 Teton River Flats 2 Job Reference (optional) R69379816 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:51 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-t?6MDrywxgx7llNSsPjPwXZO75rH46D?9NZJxdzuVaA Scale = 1:20.7 1 2 3 4 5 8 7 6 9 3x4 1.5x4 3x4 4x5 1.5x4 1-4-0 1-4-0 1-6-12 0-2-12 5-11-4 4-4-8 -1-4-0 1-4-0 5-11-4 5-11-4 0-6-53-2-110-3-85.50 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 -0.00 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=0-5-8, 7=Mechanical Max Horz 8=91(LC 12) Max Uplift 8=-41(LC 8), 7=-33(LC 12) Max Grav 8=817(LC 19), 7=227(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/399 BOT CHORD 2-8=-263/343, 7-8=-263/137 WEBS 3-8=-716/397, 4-7=-252/124, 3-7=-140/270 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss LA1 Truss Type GABLE Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379817 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:53 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-pOE7dWzATHBq_3Xqzqmt?yekUvXHY?8Idh2Q?VzuVa8 Scale = 1:55.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 203x4 3x6 3x6 3x6 6x8 2-0-0 2-0-0 2-0-0 1-2-92-0-0 31-4-5 31-4-5 7-11-4 7-11-4 17-7-3 9-7-15 20-10-1 3-2-14 31-4-5 10-6-4 5-2-08-8-125-2-08-8-1213.20 12 Plate Offsets (X,Y)-- [5:0-2-9,Edge], [10:0-2-9,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.05 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Std OTHERS 2x4 DF Std *Except* 5-33,6-32,7-31,8-30,9-28,11-27: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10, 13-19. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-33, 6-32, 7-31, 8-30, 9-28 REACTIONS.All bearings 31-4-5. (lb) - Max Horz 1=234(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 20, 36, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24, 23, 22, 21 except 1=-128(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 20, 36, 35, 34, 33, 32, 31, 30, 28, 27, 25, 24, 23, 22, 21 except 26=257(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-279/225 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-15 to 3-5-9, Interior(1) 3-5-9 to 4-9-10, Exterior(2R) 4-9-10 to 11-0-14, Interior(1) 11-0-14 to 14-5-9, Exterior(2R) 14-5-9 to 17-7-3, Exterior(2E) 17-7-3 to 20-10-1, Interior(1) 20-10-1 to 28-0-0, Exterior(2E) 28-0-0 to 31-2-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 36, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24, 23, 22, 21 except (jt=lb) 1=128. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss LA2 Truss Type GABLE Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379818 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:54 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-IaoVrs_oEbJhcD61XXH6X9BzZItvHU5RrLnzYxzuVa7 Scale = 1:33.6 1 2 3 4 5 6 7 11 10 9 82x4 3x4 2x4 9-7-3 9-7-3 4-9-10 4-9-10 9-7-3 4-9-9 5-3-613.20 12 Plate Offsets (X,Y)-- [4:Edge,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.05 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-7-3. (lb) - Max Horz 1=-106(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 10, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11, 10, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-15 to 3-3-15, Exterior(2R) 3-3-15 to 6-0-0, Exterior(2E) 6-0-0 to 9-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 10, 9, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss LA3 Truss Type LAY-IN GABLE Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379819 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:55 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-mmMt2C?Q?vRYENhD5EoL4Nj7uiD90xNb4?XX4OzuVa6 Scale = 1:80.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 3x4 3x4 3x6 3x6 5x6 2-1-0 2-1-0 2-0-0 2-0-0 2-11-3 2-11-3 16-2-1 13-2-14 13-2-14 13-2-14 16-2-1 2-11-3 14-6-125-10-1114-6-1213.20 12 13.20 12 Plate Offsets (X,Y)-- [5:0-3-4,Edge], [8:0-2-9,Edge], [10:0-0-10,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14,10-11. REACTIONS.All bearings 16-2-1. (lb) - Max Horz 1=405(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 18, 15, 11, 12, 14, 19, 17, 16 except 1=-128(LC 8) Max Grav All reactions 250 lb or less at joint(s) 10, 18, 15, 11, 12, 14, 19, 17, 16 except 1=337(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-584/535, 2-3=-475/433, 3-4=-355/324 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 10-2-1, Exterior(2R) 10-2-1 to 13-2-14, Exterior(2E) 13-2-14 to 15-10-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 18, 15, 11, 12, 14, 19, 17, 16 except (jt=lb) 1=128. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 15, 11, 12, 14, 17, 16. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss X22 Truss Type JACK-OPEN Qty 4 Ply 1 Teton River Flats 2 Job Reference (optional) R69379820 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:56 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-EzvFGY?2mCZPrXFPeyJadaGHL6ZOlOPkJfG4cqzuVa5 Scale = 1:9.7 1 2 3 4 3x4 1-11-4 1-11-4 -1-4-0 1-4-0 1-10-3 1-10-3 0-6-51-4-80-3-85.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-15] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=39(LC 12) Max Uplift 3=-31(LC 18), 2=-29(LC 8) Max Grav 3=45(LC 19), 2=362(LC 19), 4=38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss X23 Truss Type JACK-OPEN Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379821 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:56 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-EzvFGY?2mCZPrXFPeyJadaGHL6ZulOPkJfG4cqzuVa5 Scale = 1:9.7 1 2 3 5 4 3x4 2-10-14 2-10-14 -1-4-0 1-4-0 1-10-3 1-10-3 0-6-51-4-80-3-85.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-15] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=39(LC 12) Max Uplift 3=-31(LC 18), 2=-24(LC 8) Max Grav 3=45(LC 19), 2=371(LC 19), 4=56(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 33 lb up at 1-10-1 on top chord, and 8 lb down at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 2-4=-20 Concentrated Loads (lb) Vert: 3=-9(B) 5=-0(B) January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss X24 Truss Type JACK-OPEN Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379822 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:57 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-i9TdTu0hXWhGTgqbCfqp9opQNWvdUrftYJ0e8GzuVa4 Scale = 1:14.5 1 2 3 43x4 1-11-4 1-11-4 -1-4-0 1-4-0 1-11-4 1-11-4 3-10-3 1-10-15 0-6-52-3-80-4-91-10-152-3-85.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-15] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=64(LC 12) Max Uplift 3=-48(LC 12), 2=-35(LC 12) Max Grav 3=212(LC 19), 2=479(LC 19), 4=38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss X62 Truss Type JACK-OPEN Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379823 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:58 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-AL10hE1JIqp75qPomNL2i?LcqwB3DHu1mzlBhjzuVa3 Scale = 1:14.0 1 2 3 5 6 4 3x4 5-11-4 5-11-4 -1-4-0 1-4-0 1-10-15 1-10-15 0-6-51-4-130-3-85.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-15] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >649 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=40(LC 12) Max Uplift 3=-29(LC 18), 2=-5(LC 8) Max Grav 3=51(LC 19), 2=404(LC 19), 4=117(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down at 2-0-0, and 7 lb down at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-86, 2-4=-20 January 18,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 216896 Truss X64 Truss Type JACK-OPEN Qty 2 Ply 1 Teton River Flats 2 Job Reference (optional) R69379824 8.530 s Dec 6 2021 MiTek Industries, Inc. Mon Jan 17 08:40:59 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:FYmd6K3pH_4uGrlWZGQGm0yDIxp-eYbOua2x37x_i___K4tHEDumbJXayk8A?dVkD9zuVa2 Scale = 1:14.4 1 2 3 4 3x4 5-11-4 5-11-4 -1-4-0 1-4-0 3-10-15 3-10-15 0-6-52-3-130-3-85.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-15] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 8.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >715 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-5-8, 4=Mechanical Max Horz 2=65(LC 12) Max Uplift 3=-46(LC 12), 2=-14(LC 12) Max Grav 3=194(LC 19), 2=544(LC 19), 4=113(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. January 18,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths