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HomeMy WebLinkAboutTRUSS SPECS - 21-00684 - 1104 Cypress Loop - New SFRMiTek 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. May 28,2021 Hernandez, Marcos Pages or sheets covered by this seal: R66646114 thru R66646138 My license renewal date for the state of Idaho is January 31, 2022. Idaho COA: 853 213645 23/10 Pinebrook 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A1 Truss Type GABLE Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646114 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:43 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-_u495?HqYkXj0dwLJLQSBm0U7ei3zPWnxcuueszBzgs Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23 24 25 26 27 28 29 30 31 32 33 34 65 64 63 62 61 60 59 58 57 56 55 54 53 52 5150 4948 47 46 45 44 43 42 41 40 39 38 37 36 35 66 67 3x8 3x6 3x6 3x6 5x6 5x6 38-8-1438-8-14 -1-6-0 1-6-0 19-6-0 19-6-0 38-8-14 19-2-14 0- 1 0 - 0 10 - 7 - 0 0- 1 1 - 9 6.00 12 Plate Offsets (X,Y)-- [18:0-3-0,Edge], [45:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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-R 0.20 0.06 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 1 1 35 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 331 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* 17-50,19-49,16-51,15-52,14-53,13-54,20-48,21-47,22-46,23-45: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 17-50, 19-49, 16-51, 15-52, 14-53, 20-48, 21-47, 22-46 REACTIONS.All bearings 38-8-14. (lb) - Max Horz 65=143(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 65, 35, 51, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 36 Max Grav All reactions 250 lb or less at joint(s) 65, 35, 50, 49, 51, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-97/257, 13-14=-109/291, 14-15=-120/324, 15-16=-136/370, 16-17=-142/390, 17-18=-121/325, 18-19=-121/325, 19-20=-142/390, 20-21=-136/370, 21-22=-120/324, 22-23=-109/291, 23-24=-97/258 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) -1-6-0 to 2-2-0, Exterior(2N) 2-2-0 to 15-6-0, Corner(3R) 15-6-0 to 23-6-0, Exterior(2N) 23-6-0 to 34-8-10, Corner(3E) 34-8-10 to 38-7-2 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=25.0 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 25.0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 65, 35, 51, 52, 53, 54, 56, 57, 58, 59, 60, 61, 62, 63, 64, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 36. 12) 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.May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A2 Truss Type COMMON Qty 5 Ply 1 23/10 Pinebrook Job Reference (optional) R66646115 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:47 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-sfKgwMKKcz19VFE7YAVOLcB1YGxSv9_NsEs6ndzBzgo Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 3x6 5x6 3x6 5x8 4x5 4x5 4x6 3x4 1.5x4 3x4 3x8 3x4 3x4 1.5x4 5x10 4x5 4x5 4x6 9-10-129-10-12 19-6-09-7-4 29-1-49-7-4 38-8-149-7-10 -2-11-8 2-11-8 6-8-5 6-8-5 13-1-3 6-4-13 19-6-0 6-4-13 25-10-13 6-4-13 32-3-11 6-4-13 38-8-14 6-5-3 0- 1 0 - 0 10 - 7 - 0 0- 1 1 - 9 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.81 0.61 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.34 0.10 0.08 (loc) 15-17 13-15 12 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 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* 4-17,10-13: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 3-9-3, Right 2x6 DF SS -t 3-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15 REACTIONS. (size)2=0-3-8, 12=Mechanical Max Horz 2=131(LC 9) Max Uplift 2=-134(LC 12), 12=-89(LC 13) Max Grav 2=1824(LC 1), 12=1620(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2728/468, 4-6=-2453/466, 6-7=-1833/471, 7-8=-1834/470, 8-10=-2436/501, 10-12=-2699/513 BOT CHORD 2-17=-292/2262, 15-17=-241/1999, 13-15=-254/1992, 12-13=-347/2235 WEBS 6-17=0/422, 6-15=-781/205, 7-15=-206/1193, 8-15=-794/224, 8-13=0/392 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) -2-11-8 to 0-11-0, Interior(1) 0-11-0 to 15-7-8, Exterior(2R) 15-7-8 to 23-4-8, Interior(1) 23-4-8 to 34-10-6, Exterior(2E) 34-10-6 to 38-8-14 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=25.0 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 25.0 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) 12 except (jt=lb) 2=134. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A3 Truss Type COMMON Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646116 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:48 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-Kru28iLyNH907OpJ5u0duqjCCfGmec_W5ucfJ3zBzgn Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 3x6 5x6 3x6 5x8 4x5 4x5 4x6 3x4 1.5x4 3x4 3x8 3x4 3x4 1.5x4 5x10 4x5 4x5 4x6 9-10-129-10-12 19-6-09-7-4 29-1-49-7-4 38-8-149-7-10 -1-6-0 1-6-0 6-8-5 6-8-5 13-1-3 6-4-13 19-6-0 6-4-13 25-10-13 6-4-13 32-3-11 6-4-13 38-8-14 6-5-3 0- 1 0 - 0 10 - 7 - 0 0- 1 1 - 9 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.82 0.60 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.34 0.11 0.07 (loc) 13-15 13-15 12 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 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* 4-17,10-13: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 3-9-3, Right 2x6 DF SS -t 3-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15 REACTIONS. (size)2=0-5-8, 12=Mechanical Max Horz 2=120(LC 9) Max Uplift 2=-112(LC 12), 12=-89(LC 13) Max Grav 2=1725(LC 1), 12=1625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2769/518, 4-6=-2509/508, 6-7=-1844/483, 7-8=-1845/483, 8-10=-2447/513, 10-12=-2709/525 BOT CHORD 2-17=-350/2313, 15-17=-263/2018, 13-15=-265/2002, 12-13=-357/2244 WEBS 6-17=0/428, 6-15=-795/220, 7-15=-216/1202, 8-15=-781/223, 8-13=0/392 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) -1-6-0 to 2-4-8, Interior(1) 2-4-8 to 15-7-8, Exterior(2R) 15-7-8 to 23-4-8, Interior(1) 23-4-8 to 34-10-6, Exterior(2E) 34-10-6 to 38-8-14 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=25.0 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 25.0 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) 12 except (jt=lb) 2=112. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A4 Truss Type COMMON Qty 6 Ply 1 23/10 Pinebrook Job Reference (optional) R66646117 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:51 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-lQZBmkNrgCYb_sXun0aKVSLmatIRrymynrqJwOzBzgk Scale = 1:68.7 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22 23 24 3x6 5x6 3x6 5x8 4x5 4x5 4x6 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 5x8 4x5 4x5 4x6 9-10-129-10-12 19-6-09-7-4 29-1-49-7-4 39-0-09-10-12 -1-6-0 1-6-0 6-8-5 6-8-5 13-1-3 6-4-13 19-6-0 6-4-13 25-10-13 6-4-13 32-3-11 6-4-13 39-0-0 6-8-5 40-6-0 1-6-0 0- 1 0 - 0 10 - 7 - 0 0- 1 0 - 0 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [12:0-6-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.60 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.33 0.11 0.07 (loc) 16-18 16-18 12 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 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* 10-14,4-18: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 3-9-3, Right 2x6 DF SS -t 3-9-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 6-16 REACTIONS. (size)2=0-5-8, 12=0-5-8 Max Horz 2=-119(LC 10) Max Uplift 2=-112(LC 12), 12=-112(LC 13) Max Grav 2=1734(LC 1), 12=1734(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2787/517, 4-6=-2527/507, 6-7=-1863/481, 7-8=-1863/481, 8-10=-2527/507, 10-12=-2787/517 BOT CHORD 2-18=-341/2329, 16-18=-254/2035, 14-16=-254/2035, 12-14=-341/2329 WEBS 7-16=-214/1217, 8-16=-803/221, 8-14=0/428, 6-16=-803/221, 6-18=0/428 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) -1-6-0 to 2-4-13, Interior(1) 2-4-13 to 15-7-3, Exterior(2R) 15-7-3 to 23-4-13, Interior(1) 23-4-13 to 36-7-3, Exterior(2E) 36-7-3 to 40-6-0 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) TCLL: ASCE 7-16; Pf=25.0 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=112, 12=112. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A5 Truss Type COMMON Qty 4 Ply 1 23/10 Pinebrook Job Reference (optional) R66646118 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:52 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-Dc7Zz4OTRVgSb064Kk5Z2guyaHfLaLf60VatSrzBzgj Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x6 4x5 4x8 4x5 4x5 3x6 3x4 1.5x4 3x4 3x8 3x4 3x5 4x6 1.5x4 3x6 9-10-129-10-12 19-6-09-7-4 29-1-49-7-4 33-0-03-10-12 -1-6-0 1-6-0 6-8-5 6-8-5 13-1-3 6-4-13 19-6-0 6-4-13 25-10-13 6-4-13 32-3-11 6-4-13 32-8-8 0-4-13 33-0-0 0-3-8 0- 1 0 - 0 10 - 7 - 0 3- 1 0 - 0 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.54 0.56 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.27 0.06 0.04 (loc) 11-13 11-13 10 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 182 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* 4-15,9-11,9-10: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 3-9-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 8-13 REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=197(LC 11) Max Uplift 2=-107(LC 12), 10=-61(LC 13) Max Grav 2=1488(LC 19), 10=1378(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2287/422, 4-6=-2035/410, 6-7=-1324/380, 7-8=-1322/381, 8-9=-1005/246, 9-10=-1364/263 BOT CHORD 2-15=-270/1906, 13-15=-175/1592, 11-13=-110/1099 WEBS 4-15=-252/148, 6-15=0/449, 6-13=-807/219, 7-13=-135/735, 8-11=-670/186, 9-11=-106/1100 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) -1-6-0 to 1-9-10, Interior(1) 1-9-10 to 16-2-6, Exterior(2R) 16-2-6 to 22-9-10, Interior(1) 22-9-10 to 29-6-10, Exterior(2E) 29-6-10 to 32-10-4 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=25.0 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=107. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A6 Truss Type Roof Special Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646119 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:53 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-hphxBQP5CpoJDAhGuRcobtR83g?FJrMFE9JQ?HzBzgi Scale = 1:61.8 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 3x6 4x5 6x8 3x4 3x6 4x8 4x5 4x5 3x6 3x4 1.5x4 3x4 3x8 9-10-129-10-12 19-6-09-7-4 25-3-85-9-8 -1-4-0 1-4-0 6-8-5 6-8-5 13-1-3 6-4-13 19-6-0 6-4-13 21-4-0 1-10-0 25-3-8 3-11-8 0-1 0 - 0 9- 6 - 2 10 - 7 - 0 9- 6 - 2 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [8:0-3-12,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.49 0.52 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.24 0.03 0.03 (loc) 11-13 11-13 10 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 163 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* 4-13: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 3-9-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 6-11, 8-10 REACTIONS. (size)10=0-5-8, 2=0-5-8 Max Horz 2=317(LC 11) Max Uplift 10=-74(LC 12), 2=-87(LC 12) Max Grav 10=1054(LC 1), 2=1193(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1729/327, 4-6=-1475/307, 6-7=-718/252, 7-8=-560/279 BOT CHORD 2-13=-215/1433, 11-13=-143/1066, 10-11=-83/385 WEBS 4-13=-303/182, 6-13=-15/494, 6-11=-827/251, 7-11=-90/287, 8-11=-22/644, 8-10=-1001/187 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 1-8-0, Interior(1) 1-8-0 to 16-6-0, Exterior(2R) 16-6-0 to 19-6-0, Exterior(2E) 19-6-0 to 21-4-0, Interior(1) 21-4-0 to 22-1-12, Exterior(2E) 22-1-12 to 25-1-12 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=25.0 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 20.0 psf or 1.00 times flat roof load of 25.0 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) 10, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A7 Truss Type Half Hip Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646120 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:55 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-dBpic5QLkQ20STrf0seHgIWOvUgqnl9YiToX39zBzgg Scale = 1:67.1 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 3x6 4x5 3x4 4x8 4x5 4x5 3x6 3x4 1.5x4 3x4 4x8 3x7 10-5-1210-5-12 20-8-010-2-4 25-3-84-7-8 -1-4-0 1-4-0 7-1-0 7-1-0 13-10-8 6-9-8 20-8-0 6-9-8 25-3-8 4-7-8 0- 1 0 - 0 11 - 0 - 2 11 - 2 - 0 11 - 0 - 2 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [9:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.85 0.57 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.03 0.03 (loc) 10-12 10-12 9 2-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 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* 4-12: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 3-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-10, 7-10 REACTIONS. (size)9=0-5-8, 2=0-5-8 Max Horz 2=354(LC 11) Max Uplift 9=-108(LC 9), 2=-86(LC 12) Max Grav 9=1093(LC 30), 2=1232(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1795/282, 4-6=-1521/264, 6-7=-653/227, 7-8=-445/248, 8-9=-1071/245 BOT CHORD 2-12=-212/1491, 10-12=-157/1076 WEBS 4-12=-338/175, 6-12=-0/533, 6-10=-953/234, 8-10=-156/1120 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 1-8-0, Interior(1) 1-8-0 to 16-5-1, Exterior(2R) 16-5-1 to 22-1-12, Exterior(2E) 22-1-12 to 25-1-12 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=25.0 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 20.0 psf or 1.00 times flat roof load of 25.0 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) 2 except (jt=lb) 9=108. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A8 Truss Type Half Hip Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646121 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:56 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-5ON4pRRzUkAt4dQrZZ9WCW2Xcu1wWAxhw7Y4cczBzgf Scale = 1:76.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 3x6 4x5 5x6 4x5 3x8 4x5 4x5 3x6 3x4 1.5x4 3x4 3x4 3x4 4x8 8-1-08-1-0 17-9-149-8-14 23-8-05-10-2 25-3-81-7-8 -1-4-0 1-4-0 6-1-10 6-1-10 11-11-12 5-10-2 17-9-14 5-10-2 23-8-0 5-10-2 25-3-8 1-7-8 0-1 0 - 0 12 - 6 - 2 12 - 8 - 0 12 - 6 - 2 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [10:Edge,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.92 0.46 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.03 0.03 (loc) 12-14 12-14 10 12-14 l/defl >999 >959 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 184 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* 9-10: 2x4 DF No.1&Btr, 4-14: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 3-5-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 6-12, 7-11, 8-11 REACTIONS. (size)10=0-5-8, 2=0-5-8 Max Horz 2=403(LC 9) Max Uplift 10=-124(LC 12), 2=-80(LC 12) Max Grav 10=1219(LC 30), 2=1210(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1803/261, 4-6=-1617/275, 6-7=-910/228, 7-8=-366/218, 8-9=-269/240, 9-10=-1166/349 BOT CHORD 2-14=-215/1492, 12-14=-172/1152, 11-12=-120/734 WEBS 6-14=-25/456, 6-12=-626/183, 7-12=-28/652, 7-11=-1113/217, 9-11=-167/1205 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 1-8-0, Interior(1) 1-8-0 to 19-5-1, Exterior(2R) 19-5-1 to 23-8-0, Exterior(2E) 23-8-0 to 25-1-12 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=25.0 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 20.0 psf or 1.00 times flat roof load of 25.0 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) 2 except (jt=lb) 10=124. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A9 Truss Type Half Hip Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646122 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:57 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-aaxS1nScF2Ikin?27HhlljbjIILFFfbr9nHe82zBzge Scale: 3/16"=1' 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 3x6 4x5 3x4 4x8 4x5 4x5 3x6 3x4 1.5x4 3x4 4x8 3x7 10-6-210-6-2 20-8-1210-2-10 25-3-84-6-12 -1-4-0 1-4-0 7-1-4 7-1-4 13-11-0 6-9-12 20-8-12 6-9-12 25-3-8 4-6-12 0-1 0 - 0 11 - 0 - 8 11 - 2 - 6 11 - 0 - 8 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [9:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.86 0.58 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.03 0.03 (loc) 10-12 10-12 9 2-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 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* 4-12: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 3-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-10, 7-10 REACTIONS. (size)9=0-5-8, 2=0-5-8 Max Horz 2=355(LC 9) Max Uplift 9=-108(LC 9), 2=-86(LC 12) Max Grav 9=1096(LC 30), 2=1232(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1794/282, 4-6=-1518/264, 6-7=-648/226, 7-8=-440/248, 8-9=-1075/245 BOT CHORD 2-12=-212/1490, 10-12=-157/1073 WEBS 4-12=-340/176, 6-12=-1/535, 6-10=-956/234, 8-10=-156/1123 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 1-8-0, Interior(1) 1-8-0 to 16-5-13, Exterior(2R) 16-5-13 to 22-1-12, Exterior(2E) 22-1-12 to 25-1-12 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=25.0 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 20.0 psf or 1.00 times flat roof load of 25.0 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) 2 except (jt=lb) 9=108. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A10 Truss Type Half Hip Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646123 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:45 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-wGCwVhJ44MnRGx4kQmTwGB5mGSIXREh4PwN?jkzBzgq Scale = 1:57.3 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 3x6 4x5 3x4 3x6 4x8 4x5 4x5 3x6 3x4 1.5x4 3x4 4x8 3x4 9-0-29-0-2 17-8-128-8-10 25-3-87-6-12 -2-10-0 2-10-0 6-1-4 6-1-4 11-11-0 5-9-12 17-8-12 5-9-12 21-4-6 3-7-10 25-3-8 3-11-2 0- 1 0 - 0 9- 6 - 8 9- 8 - 6 9- 6 - 8 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.48 0.44 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.03 0.04 (loc) 2-13 2-13 10 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 160 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* 4-13,6-13: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 3-5-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 6-11, 8-10 REACTIONS. (size)10=0-5-8, 2=0-3-8 Max Horz 2=317(LC 9) Max Uplift 10=-106(LC 9), 2=-109(LC 12) Max Grav 10=1046(LC 1), 2=1345(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1825/249, 4-6=-1579/245, 6-7=-879/248, 7-8=-665/261 BOT CHORD 2-13=-203/1482, 11-13=-161/1197, 10-11=-105/365 WEBS 6-13=0/411, 6-11=-809/183, 8-11=-92/816, 8-10=-952/170 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) -2-10-0 to 0-0-0, Interior(1) 0-0-0 to 13-5-13, Exterior(2R) 13-5-13 to 22-1-12, Exterior(2E) 22-1-12 to 25-1-12 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=25.0 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 20.0 psf or 1.00 times flat roof load of 25.0 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) except (jt=lb) 10=106, 2=109. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss A11 Truss Type Half Hip Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646124 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:13:46 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-OTmIj0JirfvIt5fw_T_9oPesLseKAhxDda7YFBzBzgp Scale = 1:51.0 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 3x6 4x5 3x4 3x5 4x8 4x5 4x5 3x6 3x4 1.5x4 3x8 1.5x4 3x8 7-6-117-6-11 14-9-147-3-3 19-10-155-1-1 25-3-85-4-9 -2-10-0 2-10-0 7-6-11 7-6-11 14-9-14 7-3-3 19-10-15 5-1-1 25-3-8 5-4-9 0- 1 0 - 0 8- 1 - 1 8-2 - 1 5 8- 1 - 1 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.78 0.41 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.03 0.03 (loc) 11-13 11-13 9 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 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* 4-13: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 4-2-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 4-11, 7-9 REACTIONS. (size)9=0-5-8, 2=0-3-8 Max Horz 2=269(LC 11) Max Uplift 9=-104(LC 9), 2=-105(LC 12) Max Grav 9=1154(LC 29), 2=1342(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1839/253, 4-6=-1118/252, 6-7=-857/278 BOT CHORD 2-13=-176/1498, 11-13=-176/1498, 10-11=-108/613, 9-10=-108/613 WEBS 4-13=0/295, 4-11=-750/132, 7-11=-75/616, 7-9=-1085/180 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) -2-10-0 to 0-0-0, Interior(1) 0-0-0 to 10-6-15, Exterior(2R) 10-6-15 to 19-0-13, Interior(1) 19-0-13 to 22-1-12, Exterior(2E) 22-1-12 to 25-1-12 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=25.0 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 20.0 psf or 1.00 times flat roof load of 25.0 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) except (jt=lb) 9=104, 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss B1 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646125 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:00 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-_9cbfpUUYzgJZEjdoPESNMDPxVWSS5VHrlWIlNzBzgb Scale = 1:55.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 49 50 51 52 3x8 3x6 3x8 3x6 5x6 5x6 30-0-030-0-0 -1-6-0 1-6-0 15-0-0 15-0-0 30-0-0 15-0-0 31-6-0 1-6-0 0- 1 0 - 0 8- 4 - 0 0- 1 0 - 0 6.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [13:0-3-0,Edge], [18:0-3-0,0-3-0], [38:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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-R 0.19 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 25 24 26 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 212 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* 12-37,14-36: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 30-0-0. (lb) - Max Horz 48=-112(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 48, 26, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27 Max Grav All reactions 250 lb or less at joint(s) 48, 26, 37, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-111/279, 14-15=-111/279 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) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 12-0-0, Corner(3R) 12-0-0 to 18-0-0, Exterior(2N) 18-0-0 to 28-6-0, Corner(3E) 28-6-0 to 31-6-0 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=25.0 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 25.0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 26, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27. 12) 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss B2 Truss Type COMMON Qty 5 Ply 1 23/10 Pinebrook Job Reference (optional) R66646126 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:01 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-SLAzs9V6JGoAAOIpM7lhvZmURvjiBWhQ4PFrHpzBzga Scale = 1:53.1 1 2 3 4 5 6 7 8 9 10 11 14 13 12 15 16 17 18 19 20 4x6 5x6 4x6 4x8 4x5 4x5 3x6 3x4 1.5x4 3x4 1.5x4 4x8 4x5 4x5 10-1-310-1-3 19-10-139-9-11 30-0-010-1-3 -1-6-0 1-6-0 7-7-12 7-7-12 15-0-0 7-4-4 22-4-4 7-4-4 30-0-0 7-7-12 31-6-0 1-6-0 0- 1 0 - 0 8- 4 - 0 0- 1 0 - 0 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [10:0-6-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.53 0.54 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 0.06 0.03 (loc) 10-12 2-14 10 2-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS *Except* 1-5,7-11: 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* 8-12,4-14: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 4-3-9, Right 2x6 DF SS -t 4-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=93(LC 11) Max Uplift 2=-91(LC 12), 10=-91(LC 13) Max Grav 2=1356(LC 1), 10=1356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2004/383, 4-6=-1769/397, 6-8=-1769/397, 8-10=-2003/383 BOT CHORD 2-14=-221/1670, 12-14=-95/1198, 10-12=-221/1670 WEBS 6-12=-55/653, 8-12=-414/191, 6-14=-55/653, 4-14=-414/191 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) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 12-0-0, Exterior(2R) 12-0-0 to 18-0-0, Interior(1) 18-0-0 to 28-6-0, Exterior(2E) 28-6-0 to 31-6-0 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) TCLL: ASCE 7-16; Pf=25.0 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss B3 Truss Type COMMON Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646127 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:02 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-wYkL4VWk4aw1oYt?wqGwSnIfAJ3xwztaJ3?PpFzBzgZ Scale = 1:52.3 1 2 3 4 5 6 7 8 9 10 13 12 11 14 15 16 17 18 19 4x6 5x6 4x6 4x8 4x5 4x5 3x6 3x4 1.5x4 3x4 1.5x4 4x8 4x5 4x5 10-1-310-1-3 19-10-139-9-11 30-0-010-1-3 -1-6-0 1-6-0 7-7-12 7-7-12 15-0-0 7-4-4 22-4-4 7-4-4 30-0-0 7-7-12 0- 1 0 - 0 8- 4 - 0 0- 1 0 - 0 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [10:0-6-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.53 0.54 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 0.06 0.03 (loc) 10-11 10-11 10 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF SS *Except* 1-5,7-10: 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* 8-11,4-13: 2x4 DF Stud SLIDER Left 2x6 DF SS -t 4-3-9, Right 2x6 DF SS -t 4-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=93(LC 9) Max Uplift 2=-92(LC 12), 10=-70(LC 13) Max Grav 2=1358(LC 1), 10=1258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2007/389, 4-6=-1774/403, 6-8=-1781/413, 8-10=-2015/400 BOT CHORD 2-13=-235/1672, 11-13=-110/1202, 10-11=-250/1685 WEBS 6-11=-70/664, 8-11=-423/204, 6-13=-54/652, 4-13=-414/191 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) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 12-0-0, Exterior(2R) 12-0-0 to 18-0-0, Interior(1) 18-0-0 to 27-0-0, Exterior(2E) 27-0-0 to 30-0-0 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) TCLL: ASCE 7-16; Pf=25.0 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss B4 Truss Type Common Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646128 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:04 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-sws5VAX?cBAl1s1O1FJOXCOvA6lSOn?tmNUVu8zBzgX Scale = 1:50.9 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 17 3x6 4x6 1.5x4 4x8 4x5 4x5 3x6 3x4 1.5x4 3x4 3x4 3x4 10-1-310-1-3 19-10-139-9-10 25-3-85-4-11 -1-4-0 1-4-0 7-7-12 7-7-12 15-0-0 7-4-4 22-4-4 7-4-4 25-3-8 2-11-4 0- 1 0 - 0 8-4 - 0 3- 2 - 4 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.94 0.54 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 0.03 0.03 (loc) 10-12 10-12 9 2-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 6-12,6-10: 2x4 DF No.2 SLIDER Left 2x6 DF SS -t 4-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS. (size)2=0-5-8, 9=0-5-8 Max Horz 2=157(LC 9) Max Uplift 2=-85(LC 12), 9=-46(LC 13) Max Grav 2=1182(LC 19), 9=1054(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1717/369, 4-6=-1477/381, 6-7=-1000/312 BOT CHORD 2-12=-225/1434, 10-12=-54/804, 9-10=-90/686 WEBS 4-12=-494/238, 6-12=-96/734, 7-10=0/366, 7-9=-1301/268 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 1-8-0, Interior(1) 1-8-0 to 12-0-0, Exterior(2R) 12-0-0 to 18-0-0, Interior(1) 18-0-0 to 22-1-12, Exterior(2E) 22-1-12 to 25-1-12 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=25.0 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss B6 Truss Type COMMON Qty 3 Ply 1 23/10 Pinebrook Job Reference (optional) R66646129 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:05 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-L6QUiWYdNVIcf0cabyqd4Pw4hW5l7EG0?1D3QazBzgW Scale = 1:51.2 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 3x6 4x6 1.5x4 4x8 4x5 4x5 3x6 3x4 1.5x4 3x4 3x4 3x4 10-1-310-1-3 19-10-139-9-10 25-3-85-4-11 -2-11-8 2-11-8 7-7-12 7-7-12 15-0-0 7-4-4 22-4-4 7-4-4 25-3-8 2-11-4 0- 1 0 - 0 8- 4 - 0 3- 2 - 4 6.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.96 0.54 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 0.03 0.03 (loc) 10-12 10-12 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 6-12,6-10: 2x4 DF No.2 SLIDER Left 2x6 DF SS -t 4-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS. (size)2=0-5-8, 9=0-5-8 Max Horz 2=169(LC 9) Max Uplift 2=-110(LC 12), 9=-46(LC 13) Max Grav 2=1294(LC 19), 9=1045(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1710/331, 4-6=-1443/345, 6-7=-996/302 BOT CHORD 2-12=-180/1391, 10-12=-43/793, 9-10=-84/683 WEBS 4-12=-466/209, 6-12=-61/700, 7-10=0/362, 7-9=-1297/258 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) -2-11-8 to 0-0-0, Interior(1) 0-0-0 to 12-0-0, Exterior(2R) 12-0-0 to 18-0-0, Interior(1) 18-0-0 to 22-1-12, Exterior(2E) 22-1-12 to 25-1-12 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=25.0 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 25.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 2=110. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss C1 Truss Type GABLE Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646130 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:07 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-HVXE7Catv6ZJuJmzjNs59q0YCKpQbCuJSLiAUTzBzgU Scale = 1:79.6 12 3 4 5 6 7 8 9 1011 16 15 14 13 12 51 52 3x6 4x5 3x6 3x12 5x6 5x6 3x6 3x5 3x8 3x5 3x4 3x4 3x6 3x8 3x8 3x7 3x7 12 - 1 1 - 2 7-10-4 7-10-4 15-5-0 7-6-12 20-10-4 5-5-4 29-6-0 8-7-12 -1-4-0 1-4-0 7-10-4 7-10-4 15-5-0 7-6-12 20-10-4 5-5-4 25-0-6 4-2-2 29-6-0 4-5-10 30-10-0 1-4-0 1- 2 - 0 12 - 8 - 1 2 2- 2 - 0 9.00 12 Plate Offsets (X,Y)-- [2:0-9-10,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.45 0.33 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.02 0.02 (loc) 12-13 12-13 12 2-16 l/defl >937 >470 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 327 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 4-15,6-15,7-15,7-13: 2x4 DF No.2 OTHERS 2x4 DF Stud *Except* 17-18,19-20,21-22,23-24,29-30: 2x4 DF No.2 SLIDER Left 2x8 DF SS -t 5-1-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 4-15, 7-13 REACTIONS. (size)2=0-3-8, 13=0-3-8, 12=0-5-8 Max Horz 2=291(LC 9) Max Uplift 2=-82(LC 10), 13=-23(LC 11), 12=-56(LC 10) Max Grav 2=973(LC 1), 13=1190(LC 1), 12=483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1039/220, 4-6=-546/269, 6-7=-492/286, 10-12=-275/207 BOT CHORD 2-16=-136/794, 15-16=-136/794 WEBS 4-16=0/323, 4-15=-563/215, 7-15=0/477, 7-13=-906/115 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 1-8-0, Interior(1) 1-8-0 to 12-5-0, Exterior(2R) 12-5-0 to 18-5-0, Interior(1) 18-5-0 to 27-10-0, Exterior(2E) 27-10-0 to 30-10-0 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=25.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 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) 2, 13, 12. 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss C2 Truss Type Common Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646131 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:08 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-lh5cKYaVgQhAWTK9G5NKi2Yjyj9fKe8Sh?Sj1vzBzgT Scale = 1:79.6 12 3 4 5 6 7 8 9 1011 16 15 14 13 12 17 18 3x6 4x5 3x6 3x12 5x6 5x6 3x6 3x5 1.5x4 3x8 3x5 3x4 3x4 3x6 2x4 12 - 1 1 - 2 7-10-4 7-10-4 15-5-0 7-6-12 20-10-4 5-5-4 29-6-0 8-7-12 -1-4-0 1-4-0 7-10-4 7-10-4 15-5-0 7-6-12 20-10-4 5-5-4 25-0-6 4-2-2 29-6-0 4-5-10 30-10-0 1-4-0 1- 2 - 0 12 - 8 - 1 2 2- 2 - 0 9.00 12 Plate Offsets (X,Y)-- [2:0-9-10,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.45 0.33 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.02 0.02 (loc) 12-13 12-13 12 2-16 l/defl >937 >470 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 4-15,6-15,7-15,7-13: 2x4 DF No.2 SLIDER Left 2x8 DF SS -t 5-1-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 4-15, 7-13 REACTIONS. (size)2=0-3-8, 13=0-3-8, 12=0-5-8 Max Horz 2=291(LC 9) Max Uplift 2=-82(LC 10), 13=-23(LC 11), 12=-56(LC 10) Max Grav 2=973(LC 1), 13=1190(LC 1), 12=483(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1039/220, 4-6=-546/269, 6-7=-492/286, 10-12=-275/207 BOT CHORD 2-16=-136/794, 15-16=-136/794 WEBS 4-16=0/323, 4-15=-563/215, 7-15=0/477, 7-13=-906/115 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 1-8-0, Interior(1) 1-8-0 to 12-5-0, Exterior(2R) 12-5-0 to 18-5-0, Interior(1) 18-5-0 to 27-10-0, Exterior(2E) 27-10-0 to 30-10-0 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) TCLL: ASCE 7-16; Pf=25.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 12. 6) 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss C3 Truss Type Common Qty 3 Ply 1 23/10 Pinebrook Job Reference (optional) R66646132 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:09 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-Duf_Yub7Rkp18dvLqouZEF5uj7WF36ycwfBGZLzBzgS Scale = 1:79.6 12 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 3x6 4x5 3x6 3x12 5x6 5x6 3x6 3x5 1.5x4 3x8 3x5 3x4 3x4 3x5 1.5x4 7-10-47-10-4 15-5-07-6-12 20-10-45-5-4 28-5-87-7-4 -1-4-0 1-4-0 7-10-4 7-10-4 15-5-0 7-6-12 20-10-4 5-5-4 24-6-2 3-7-14 28-5-8 3-11-6 1- 2 - 0 12 - 8 - 1 2 2- 1 1 - 6 9.00 12 Plate Offsets (X,Y)-- [2:0-9-10,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.44 0.31 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.02 0.02 (loc) 11-12 11-12 11 2-15 l/defl >999 >679 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* 4-14,6-14,7-14,7-12: 2x4 DF No.2 SLIDER Left 2x8 DF SS -t 5-1-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 4-14, 7-12 REACTIONS. (size)2=0-3-8, 12=0-3-8, 11=0-5-8 Max Horz 2=293(LC 7) Max Uplift 2=-80(LC 10), 12=-32(LC 11), 11=-58(LC 10) Max Grav 2=976(LC 1), 12=1139(LC 1), 11=348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1043/210, 4-6=-551/258, 6-7=-496/274 BOT CHORD 2-15=-155/785, 14-15=-155/785 WEBS 4-15=0/321, 4-14=-562/216, 7-14=0/476, 7-12=-891/123 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 1-8-0, Interior(1) 1-8-0 to 12-5-0, Exterior(2R) 12-5-0 to 18-5-0, Interior(1) 18-5-0 to 25-3-12, Exterior(2E) 25-3-12 to 28-3-12 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=25.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 11. 6) 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss C4 Truss Type Common Qty 2 Ply 1 23/10 Pinebrook Job Reference (optional) R66646133 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:10 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-h4DMlEclB1xumnUYOWPonTe3ZXsaoZrl8Jxq5ozBzgR Scale = 1:75.5 12 3 4 5 6 7 11 10 9 8 12 13 3x6 4x5 3x12 5x6 5x6 3x6 3x5 1.5x4 3x4 3x8 4x5 7-10-47-10-4 15-5-07-6-12 21-2-05-9-0 -1-4-0 1-4-0 7-10-4 7-10-4 15-5-0 7-6-12 21-2-0 5-9-0 1- 2 - 0 12 - 8 - 1 2 8- 5 - 0 9.00 12 Plate Offsets (X,Y)-- [2:0-9-10,Edge], [7:0-2-0,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.44 0.30 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.01 0.03 (loc) 9-11 9-11 8 2-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 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* 4-11: 2x4 DF Stud SLIDER Left 2x8 DF SS -t 5-1-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 7-8 REACTIONS. (size)2=0-3-8, 8=0-5-8 Max Horz 2=355(LC 9) Max Uplift 2=-53(LC 10), 8=-75(LC 10) Max Grav 2=971(LC 1), 8=880(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1034/193, 4-6=-545/241, 6-7=-484/258, 7-8=-835/186 BOT CHORD 2-11=-169/757, 9-11=-169/757 WEBS 4-11=0/312, 4-9=-560/217, 6-9=-110/253, 7-9=-68/557 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 1-8-0, Interior(1) 1-8-0 to 12-5-0, Exterior(2R) 12-5-0 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 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=25.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss C5 Truss Type COMMON Qty 2 Ply 1 23/10 Pinebrook Job Reference (optional) R66646134 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:12 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-dTL7Avd0jeBc?5ewVxSGsujOCLYDGTO2cdQwAgzBzgP Scale = 1:75.5 1 2 3 4 5 6 10 9 8 7 11 12 3x6 4x5 3x12 5x6 5x6 3x6 3x5 1.5x4 3x4 3x8 4x5 7-10-47-10-4 15-5-07-6-12 21-2-05-9-0 7-10-4 7-10-4 15-5-0 7-6-12 21-2-0 5-9-0 1- 2 - 0 12 - 8 - 1 2 8- 5 - 0 9.00 12 Plate Offsets (X,Y)-- [1:0-9-10,Edge], [6:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.29 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.01 0.03 (loc) 8-10 8-10 7 1-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 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* 3-10: 2x4 DF Stud SLIDER Left 2x8 DF SS -t 5-1-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 6-7 REACTIONS. (size)1=0-3-8, 7=0-5-8 Max Horz 1=342(LC 7) Max Uplift 1=-33(LC 10), 7=-73(LC 10) Max Grav 1=855(LC 1), 7=855(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1006/190, 3-5=-530/235, 5-6=-470/251, 6-7=-811/182 BOT CHORD 1-10=-164/739, 8-10=-164/739 WEBS 3-10=0/303, 3-8=-549/215, 6-8=-66/541 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) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-5-0, Exterior(2R) 12-5-0 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 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=25.0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 5) 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss D1 Truss Type GABLE Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646135 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:15 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-220Foxgu0ZZBsYNVB3?zUWLxsYbtTtNUIaebn?zBzgM Scale = 1:56.4 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 20 37 38 39 3x6 3x4 3x6 3x4 3x4 3x4 21-0-021-0-0 -1-4-0 1-4-0 10-6-0 10-6-0 21-0-0 10-6-0 22-4-0 1-4-0 1- 2 - 0 9- 0 - 8 1- 2 - 0 9.00 12 Plate Offsets (X,Y)-- [10:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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-R 0.27 0.17 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.01 (loc) 27-29 27-29 20 29 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* 9-29,11-27: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-9-10. (lb) - Max Horz 36=-214(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 36, 20, 22, 23, 24, 25, 34, 33, 32, 31 except 21=-197(LC 27), 35=-200(LC 23) Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 24, 35, 34, 33, 32 except 36=466(LC 1), 20=466(LC 1), 25=404(LC 1), 31=404(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/62, 17-18=-317/54, 2-36=-374/50, 18-20=-374/45 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); cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 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) 36, 20, 22, 23, 24, 25, 34, 33, 32, 31 except (jt=lb) 21=197, 35=200. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 19 lb up at 8-6-0, and 1 lb down and 19 lb up at 10-6-0, and 1 lb down and 19 lb up at 12-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Continued on page 2 May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss D1 Truss Type GABLE Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646135 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:16 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-WEae0HhWnth2UiyhkmWC0ku6cyx6CKdeXEO8JRzBzgL LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-10=-64, 10-18=-64, 18-19=-64, 20-36=-20 Concentrated Loads (lb) Vert: 37=1(F) 38=1(F) 39=1(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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss D2 Truss Type Common Qty 4 Ply 1 23/10 Pinebrook Job Reference (optional) R66646136 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:21 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-tBNX3_kfcPJKaTqfXJ6Njnb_0zcbtaZNgW5v_fzBzgG Scale = 1:53.1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 4x5 3x12 5x6 5x6 3x6 3x4 1.5x4 3x4 1.5x4 3x12 5x6 5x6 7-1-37-1-3 13-10-136-9-11 21-0-07-1-3 -1-4-0 1-4-0 5-4-12 5-4-12 10-6-0 5-1-4 15-7-4 5-1-4 21-0-0 5-4-12 22-4-0 1-4-0 1- 2 - 0 9- 0 - 8 1- 2 - 0 9.00 12 Plate Offsets (X,Y)-- [2:0-9-10,Edge], [8:0-9-10,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.23 0.27 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.02 0.01 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 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* 6-10,4-12: 2x4 DF Stud SLIDER Left 2x8 DF SS -t 3-7-4, Right 2x8 DF SS -t 3-7-4 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. (size)2=0-3-8, 8=0-3-8 Max Horz 2=185(LC 9) Max Uplift 2=-57(LC 10), 8=-57(LC 11) Max Grav 2=967(LC 1), 8=967(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1070/205, 4-5=-920/286, 5-6=-920/286, 6-8=-1070/205 BOT CHORD 2-12=-57/748, 10-12=0/531, 8-10=-49/727 WEBS 5-10=-100/388, 5-12=-100/388 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 1-8-0, Interior(1) 1-8-0 to 7-6-0, Exterior(2R) 7-6-0 to 13-6-0, Interior(1) 13-6-0 to 19-4-0, Exterior(2E) 19-4-0 to 22-4-0 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) TCLL: ASCE 7-16; Pf=25.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss E1 Truss Type Roof Special Supported Gable Qty 1 Ply 1 23/10 Pinebrook Job Reference (optional) R66646137 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:22 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-LOxvGKlHNjSBCdPr51dcG?79ZN_9c3UWvArSW5zBzgF Scale = 1:33.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x6 3x4 4-0-04-0-0 9-0-05-0-0 13-0-04-0-0 -1-4-0 1-4-0 4-0-0 4-0-0 6-6-0 2-6-0 9-0-0 2-6-0 13-0-0 4-0-0 14-4-0 1-4-0 1- 2 - 0 6- 0 - 8 1- 2 - 0 0- 8 - 0 9.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 -0.01 (loc) 22-23 22-23 16 22-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* 5-26,11-19: 2x4 DF Stud WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26. REACTIONS.All bearings 4-0-0. (lb) - Max Horz 29=-147(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 29, 16, 26, 19, 27, 28, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 20, 19, 27, 28, 18, 17 except 29=262(LC 1), 16=261(LC 1), 26=299(LC 18) 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) -1-4-0 to 1-8-12, Exterior(2N) 1-8-12 to 3-6-0, Corner(3R) 3-6-0 to 9-6-0, Exterior(2N) 9-6-0 to 11-3-4, Corner(3E) 11-3-4 to 14-4-0 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=25.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 16, 26, 19, 27, 28, 18, 17. 12) 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. May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss E2 Truss Type Common Girder Qty 1 Ply 2 23/10 Pinebrook Job Reference (optional) R66646138 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:24 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-Hm3fh0nYuKivRxZECSg4LQDPLAYH4n4pMUKZb_zBzgD Scale = 1:36.2 1 2 3 4 5 6 7 8 11 10 91213141516 17 7x10 5x6 4x5 7x10 5x6 7x8 3x6 3x8 3x6 3x8 3-4-123-4-12 6-6-03-1-4 9-7-43-1-4 13-0-03-4-12 3-4-12 3-4-12 6-6-0 3-1-4 9-7-4 3-1-4 13-0-0 3-4-12 14-4-0 1-4-0 1- 2 - 0 6- 0 - 8 1- 2 - 0 9.00 12 Plate Offsets (X,Y)-- [10:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 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 0.61 0.66 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.02 0.02 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud SLIDER Left 2x8 DF SS -t 2-2-14, Right 2x8 DF SS -t 2-2-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 7=0-5-8 Max Horz 1=-117(LC 24) Max Uplift 1=-349(LC 8), 7=-316(LC 9) Max Grav 1=5749(LC 1), 7=5004(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-5697/367, 3-4=-4306/315, 4-5=-4300/316, 5-7=-5620/362 BOT CHORD 1-11=-272/4304, 10-11=-272/4304, 9-10=-228/4198, 7-9=-228/4198 WEBS 4-10=-313/4718, 5-10=-1071/138, 5-9=-99/1858, 3-10=-1225/150, 3-11=-105/1973 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=25.0 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) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) 1=349, 7=316. 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) 1607 lb down and 108 lb up at 0-11-4, 1601 lb down and 108 lb up at 2-11-4, 1601 lb down and 108 lb up at 4-11-4, 1601 lb down and 108 lb up at 6-11-4, and 1601 lb down and 108 lb up at 8-11-4, and 1601 lb down and 108 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 28,2021 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 Componentavailable 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 270Roseville, CA 95661 Job 213645 Truss E2 Truss Type Common Girder Qty 1 Ply 2 23/10 Pinebrook Job Reference (optional) R66646138 8.430 s May 12 2021 MiTek Industries, Inc. Fri May 28 12:14:24 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, ID:z2sftwfmMXz4T?2jzWLbkrzM8Rl-Hm3fh0nYuKivRxZECSg4LQDPLAYH4n4pMUKZb_zBzgD LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-62, 4-8=-62, 1-7=-19 Concentrated Loads (lb) Vert: 12=-1607(B) 13=-1601(B) 14=-1601(B) 15=-1601(B) 16=-1601(B) 17=-1601(B) P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s