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2021.0019 K9409311.J1087446-NLO250 Klug Circle Corona, CA 92880 951-245-9525 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 The Truss Company-Sumner, WA. April 13,2021 Zhao, Xiaoming Pages or sheets covered by this seal: K9409311 thru K9409324 My license renewal date for the state of Washington is September 28, 2021. J1087446 C & E Developments, LLC IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A01 Truss Type GABLE Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K9409311 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:40 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-1EnAsScWCCqyuO5_vs5FZJHKoBb8TwdJB7iy6ozRAxL Scale = 1:62.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 40 41 42 3x6 5x6 3x6 3x6 3x6 5x6 36-0-0 36-0-0 -1-6-0 1-6-0 18-0-0 18-0-0 36-0-0 18-0-0 0-4-39-4-30-4-36.00 12 Plate Offsets (X,Y)-- [30:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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 0.15 0.08 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.01 (loc) 1 1 22 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud *Except* 12-31,11-32,13-30: 2x4 HF No.2 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. WEBS 1 Row at midpt 12-31 REACTIONS.All bearings 36-0-0. (lb) - Max Horz 2=102(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 32, 33, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24, 23 Max Grav All reactions 250 lb or less at joint(s) 2, 22, 31, 33, 34, 35, 36, 37, 38, 39, 29, 28, 27, 26, 25, 24, 23 except 32=251(LC 19), 30=251(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-6-0 to 2-0-0, Exterior(2N) 2-0-0 to 14-4-13, Corner(3R) 14-4-13 to 21-7-3 , Exterior(2N) 21-7-3 to 32-4-13, Corner(3E) 32-4-13 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; 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 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 32, 33, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24, 23. 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. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A02 Truss Type COMMON Qty 4 Ply 1 C & E Developments, LLC Job Reference (optional) K9409312 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:41 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-VQLZ3nd8zWypWYgBSacU6XqN2bjvCNZSPnSWeFzRAxK Scale = 1:65.3 1 2 3 4 5 6 7 8 9 10 15 14 13 11 22 23 24 25 26 27 12 28 29 3x6 5x6 3x6 4x5 4x8 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x5 8-11-13 8-11-13 18-0-0 9-0-3 21-5-8 3-5-8 27-0-3 5-6-11 36-0-0 8-11-13 -1-6-0 1-6-0 6-4-5 6-4-5 12-2-3 5-9-13 18-0-0 5-9-13 23-9-13 5-9-13 29-7-11 5-9-13 36-0-0 6-4-5 0-4-39-4-30-4-36.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [11:0-1-12,0-1-8], [15:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 1.00 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.68 0.12 (loc) 14-15 14-15 10 l/defl >558 >374 n/a L/d 360 240 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-14,7-14,5-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS. (size)2=0-5-8, 10=Mechanical, 12=0-5-8 Max Horz 2=103(LC 12) Max Uplift 2=-51(LC 12), 10=-40(LC 13) Max Grav 2=1518(LC 2), 10=1386(LC 2), 12=270(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2677/89, 3-5=-2478/100, 5-6=-1592/137, 6-7=-1591/137, 7-9=-2334/118, 9-10=-2541/109 BOT CHORD 2-15=-110/2356, 14-15=-46/1846, 12-14=-15/1780, 11-12=-15/1780, 10-11=-50/2244 WEBS 6-14=-33/1068, 7-14=-750/119, 7-11=-12/523, 9-11=-398/100, 5-14=-809/111, 5-15=0/663, 3-15=-374/99 NOTES-(10) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-6-0 to 2-1-3, Interior(1) 2-1-3 to 14-4-13, Exterior(2R) 14-4-13 to 21-7-3, Interior(1) 21-7-3 to 32-4-13, Exterior(2E) 32-4-13 to 36-0-0 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 B; 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) All dimensions given in feet-inches-sixteenths (FFIISS) format. OFF JOINT BEARINGS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A03 Truss Type Common Qty 7 Ply 1 C & E Developments, LLC Job Reference (optional) K9409313 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:42 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-zcvxG7emjp4g8hEN0H7jfkMY_?29xqpbeRB3AhzRAxJ Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 12 23 24 25 26 27 28 1329 30 3x6 5x6 3x6 4x5 4x8 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x5 8-11-13 8-11-13 18-0-0 9-0-3 21-5-8 3-5-8 27-0-3 5-6-11 36-0-0 8-11-13 -1-6-0 1-6-0 6-4-5 6-4-5 12-2-3 5-9-13 18-0-0 5-9-13 23-9-13 5-9-13 29-7-11 5-9-13 36-0-0 6-4-5 37-6-0 1-6-0 0-4-39-4-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-2-0], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [10:0-3-7,0-2-0], [12:0-1-12,0-1-8], [16:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.68 1.00 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.68 0.12 (loc) 15-16 15-16 10 l/defl >559 >375 n/a L/d 360 240 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-15,7-15,5-15: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 7-15, 5-15 REACTIONS. (size)2=0-5-8, 10=0-5-8, 13=0-5-8 Max Horz 2=-96(LC 13) Max Uplift 2=-51(LC 12), 10=-56(LC 13) Max Grav 2=1515(LC 2), 10=1466(LC 2), 13=272(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2671/84, 3-5=-2472/95, 5-6=-1586/133, 6-7=-1586/133, 7-9=-2317/103, 9-10=-2521/93 BOT CHORD 2-16=-102/2351, 15-16=-39/1841, 13-15=0/1771, 12-13=0/1771, 10-12=-19/2223 WEBS 6-15=-29/1063, 7-15=-743/118, 7-12=-9/511, 9-12=-388/98, 5-15=-809/111, 5-16=0/663, 3-16=-374/99 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-6-0 to 2-1-3, Interior(1) 2-1-3 to 14-4-13, Exterior(2R) 14-4-13 to 21-7-3, Interior(1) 21-7-3 to 33-10-13, Exterior(2E) 33-10-13 to 37-6-0 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 B; 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. OFF JOINT BEARINGS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A04 Truss Type Common Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K9409314 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:43 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-RpTJUTfOU7CXlrpZa?fyByvjaPOrgH5lt5xcj7zRAxI Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 16 14 13 12 23 24 25 26 27 15 28 29 30 3x6 5x6 3x6 4x5 4x6 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x5 8-11-13 8-11-13 11-4-8 2-4-11 18-0-0 6-7-8 27-0-3 9-0-3 36-0-0 8-11-13 -1-6-0 1-6-0 6-4-5 6-4-5 12-2-3 5-9-13 18-0-0 5-9-13 23-9-13 5-9-13 29-7-11 5-9-13 36-0-0 6-4-5 37-6-0 1-6-0 0-4-39-4-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-2-0], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [10:0-3-7,0-2-0], [12:0-1-12,0-1-8], [16:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.97 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.61 0.12 (loc) 12-14 12-14 10 l/defl >707 >476 n/a L/d 360 240 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-14,7-14,5-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS. (size)2=0-5-8, 10=0-5-8, 15=0-5-8 Max Horz 2=-96(LC 13) Max Uplift 2=-55(LC 12), 10=-51(LC 13) Max Grav 2=1411(LC 2), 10=1524(LC 2), 15=318(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2383/93, 3-5=-2176/104, 5-6=-1614/129, 6-7=-1615/129, 7-9=-2488/92, 9-10=-2688/81 BOT CHORD 2-16=-112/2103, 15-16=-42/1724, 14-15=-42/1724, 12-14=0/1861, 10-12=-7/2366 WEBS 6-14=-26/1088, 7-14=-803/112, 7-12=0/650, 9-12=-375/99, 5-14=-673/121, 5-16=-14/343, 3-16=-394/97 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-6-0 to 2-1-3, Interior(1) 2-1-3 to 14-4-13, Exterior(2R) 14-4-13 to 21-7-3, Interior(1) 21-7-3 to 33-10-13, Exterior(2E) 33-10-13 to 37-6-0 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 B; 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. OFF JOINT BEARINGS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A05 Truss Type Common Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K9409315 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:44 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-w?0hhpg0FRKON?Ol8iABk9SthpnbPkPu5lgAFZzRAxH Scale = 1:54.5 1 2 3 4 5 6 7 11 10 9 8 15 16 17 18 19 20 21 22 4x5 3x6 3x4 3x6 3x10 3x4 3x4 1.5x4 5x6 4x4 6-7-8 6-7-8 15-7-11 9-0-3 24-7-8 8-11-13 6-7-8 6-7-8 12-5-5 5-9-13 18-3-3 5-9-13 24-7-8 6-4-5 26-1-8 1-6-0 6-0-79-4-30-4-36.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-2-8,0-2-8], [3:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.73 0.81 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.35 0.04 (loc) 8-10 8-10 6 l/defl >999 >831 n/a L/d 360 240 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* 1-2: 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-8,5-8,1-11: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 3-10, 1-11 REACTIONS. (size)11=0-5-8, 6=0-5-8 Max Horz 11=-165(LC 10) Max Uplift 11=-19(LC 13), 6=-47(LC 13) Max Grav 11=1081(LC 2), 6=1166(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-737/106, 2-3=-810/110, 3-5=-1690/86, 5-6=-1889/78, 1-11=-978/71 BOT CHORD 8-10=0/1161, 6-8=0/1653 WEBS 2-10=-8/300, 3-10=-793/111, 3-8=0/644, 5-8=-385/99, 1-10=-5/820 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-7-8, Exterior(2R) 3-7-8 to 9-7-8, Interior(1) 9-7-8 to 23-1-8, Exterior(2E) 23-1-8 to 26-1-8 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 B; 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A06 Truss Type Common Qty 2 Ply 1 C & E Developments, LLC Job Reference (optional) K9409316 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:45 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-OBa3v9ge0kSF?9zyhQhQGN_?yC7r8Be2KPQjn0zRAxG Scale = 1:54.5 1 2 3 4 5 6 7 11 10 9 8 15 16 17 18 19 20 21 22 4x6 3x6 3x4 3x6 3x10 3x4 3x4 1.5x4 5x6 4x4 6-5-8 6-5-8 15-5-11 9-0-3 24-5-8 8-11-13 6-5-8 6-5-8 12-3-5 5-9-13 18-1-3 5-9-14 24-5-8 6-4-6 25-11-8 1-6-0 6-1-79-4-30-4-36.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-3-0,0-2-4], [3:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.95 0.81 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.36 0.04 (loc) 8-10 8-10 6 l/defl >999 >820 n/a L/d 360 240 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-8,5-8,1-11: 2x4 HF Stud 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 2-10, 3-10, 1-11 REACTIONS. (size)11=0-3-8, 6=0-5-8 Max Horz 11=-166(LC 10) Max Uplift 11=-20(LC 13), 6=-47(LC 13) Max Grav 11=1074(LC 2), 6=1159(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-719/106, 2-3=-794/110, 3-5=-1675/86, 5-6=-1874/79, 1-11=-974/71 BOT CHORD 8-10=0/1147, 6-8=0/1639 WEBS 2-10=-12/291, 3-10=-796/111, 3-8=0/644, 5-8=-385/99, 1-10=-5/816 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-5-8, Exterior(2R) 3-5-8 to 9-5-8, Interior(1) 9-5-8 to 22-11-8, Exterior(2E) 22-11-8 to 25-11-8 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 B; 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A07 Truss Type Common Qty 2 Ply 1 C & E Developments, LLC Job Reference (optional) K9409317 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:46 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-sO8S6VhGn2a6cJY8F7CfpaXEGcTAtetBZ39HKSzRAxF Scale = 1:54.5 1 2 3 4 5 6 7 11 10 9 8 15 16 17 18 19 4x5 3x6 3x4 3x6 3x10 3x4 3x4 1.5x4 4x4 4x4 5-6-0 5-6-0 14-6-3 9-0-3 23-6-0 8-11-13 5-6-0 5-6-0 11-3-13 5-9-13 17-1-11 5-9-13 23-6-0 6-4-5 25-0-0 1-6-0 6-7-39-4-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [2:0-2-8,0-2-4], [3:0-1-12,0-1-8], [8:0-1-12,0-1-8], [10:0-3-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.66 0.81 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.37 0.04 (loc) 8-10 8-10 6 l/defl >999 >762 n/a L/d 360 240 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-8,5-8,1-11: 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 3-10, 1-11 REACTIONS. (size)11=0-3-8, 6=0-5-8 Max Horz 11=-174(LC 10) Max Uplift 11=-26(LC 13), 6=-46(LC 13) Max Grav 11=994(LC 2), 6=1117(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-609/107, 2-3=-699/106, 3-5=-1585/85, 5-6=-1783/79, 1-11=-950/69 BOT CHORD 8-10=0/1065, 6-8=0/1558 WEBS 3-10=-798/111, 3-8=0/647, 5-8=-384/99, 1-10=-8/804 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 8-6-0, Interior(1) 8-6-0 to 22-0-0, Exterior(2E) 22-0-0 to 25-0-0 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 B; 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A08 Truss Type Common Qty 2 Ply 1 C & E Developments, LLC Job Reference (optional) K9409318 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:47 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-KaiqKrivYMizET7KprjuMo4KR0pJc57LojvqsuzRAxE Scale = 1:54.5 1 2 3 4 5 6 7 11 10 9 8 15 16 17 18 19 20 21 22 4x6 3x6 3x4 3x6 3x10 3x4 3x4 1.5x4 5x6 4x4 6-5-8 6-5-8 15-5-11 9-0-3 24-5-8 8-11-13 6-5-8 6-5-8 12-3-5 5-9-13 18-1-3 5-9-14 24-5-8 6-4-6 25-11-8 1-6-0 6-1-79-4-30-4-36.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-3-0,0-2-4], [3:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.95 0.81 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.36 0.04 (loc) 8-10 8-10 6 l/defl >999 >820 n/a L/d 360 240 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 *Except* 3-8,5-8,1-11: 2x4 HF Stud 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 2-10, 3-10, 1-11 REACTIONS. (size)11=0-3-8, 6=0-5-8 Max Horz 11=-166(LC 10) Max Uplift 11=-20(LC 13), 6=-47(LC 13) Max Grav 11=1074(LC 2), 6=1159(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-719/106, 2-3=-794/110, 3-5=-1675/86, 5-6=-1874/79, 1-11=-974/71 BOT CHORD 8-10=0/1147, 6-8=0/1639 WEBS 2-10=-12/291, 3-10=-796/111, 3-8=0/644, 5-8=-385/99, 1-10=-5/816 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-5-8, Exterior(2R) 3-5-8 to 9-5-8, Interior(1) 9-5-8 to 22-11-8, Exterior(2E) 22-11-8 to 25-11-8 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 B; 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A09 Truss Type COMMON Qty 4 Ply 1 C & E Developments, LLC Job Reference (optional) K9409319 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:48 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-omGCXBjXJfqqsciXNYE7u?cYtQ69LYMU0NeNOLzRAxD Scale = 1:65.3 1 2 3 4 5 6 7 8 9 10 14 13 12 11 21 22 23 24 25 26 27 28 3x6 5x6 3x6 4x5 3x6 4x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x5 8-11-13 8-11-13 18-0-0 9-0-3 27-0-3 9-0-3 36-0-0 8-11-13 6-4-5 6-4-5 12-2-3 5-9-13 18-0-0 5-9-13 23-9-13 5-9-13 29-7-11 5-9-13 36-0-0 6-4-5 37-6-0 1-6-0 0-4-39-4-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-3-7,0-2-0], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [9:0-3-7,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.72 0.97 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.53 0.14 (loc) 11-13 11-13 9 l/defl >999 >816 n/a L/d 360 240 n/a PLATES MT20 Weight: 145 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 5-13,6-13,4-13: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 REACTIONS. (size)1=0-5-8, 9=0-5-8 Max Horz 1=-103(LC 13) Max Uplift 1=-29(LC 12), 9=-45(LC 13) Max Grav 1=1545(LC 2), 9=1629(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2922/89, 2-4=-2720/98, 4-5=-1864/123, 5-6=-1864/123, 6-8=-2709/88, 8-9=-2910/77 BOT CHORD 1-14=-95/2580, 13-14=-28/2075, 11-13=0/2071, 9-11=0/2565 WEBS 5-13=-20/1311, 6-13=-792/113, 6-11=-1/622, 8-11=-376/99, 4-13=-798/114, 4-14=-4/634, 2-14=-386/101 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-7-3, Interior(1) 3-7-3 to 14-4-13, Exterior(2R) 14-4-13 to 21-7-3, Interior(1) 21-7-3 to 33-10-13, Exterior(2E) 33-10-13 to 37-6-0 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 B; 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A10 Truss Type Common Qty 6 Ply 1 C & E Developments, LLC Job Reference (optional) K9409320 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:49 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-GzqakXj94zzhTmHjwFlMRD9joqSi4?edF1OxwnzRAxC Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 22 23 24 25 26 27 28 29 3x6 5x6 3x6 4x5 3x6 4x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x5 8-11-13 8-11-13 18-0-0 9-0-3 27-0-3 9-0-3 36-0-0 8-11-13 -1-6-0 1-6-0 6-4-5 6-4-5 12-2-3 5-9-13 18-0-0 5-9-13 23-9-13 5-9-13 29-7-11 5-9-13 36-0-0 6-4-5 37-6-0 1-6-0 0-4-39-4-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-2-0], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [10:0-3-7,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.71 0.95 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.53 0.14 (loc) 12-14 12-14 10 l/defl >999 >819 n/a L/d 360 240 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-14,7-14,5-14: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=-96(LC 13) Max Uplift 2=-44(LC 12), 10=-44(LC 13) Max Grav 2=1627(LC 2), 10=1627(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2906/73, 3-5=-2705/84, 5-6=-1861/120, 6-7=-1861/120, 7-9=-2705/84, 9-10=-2906/73 BOT CHORD 2-15=-90/2562, 14-15=-26/2068, 12-14=0/2068, 10-12=0/2562 WEBS 6-14=-18/1309, 7-14=-792/113, 7-12=-1/622, 9-12=-376/99, 5-14=-792/113, 5-15=-1/622, 3-15=-376/99 NOTES-(9) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-6-0 to 2-1-3, Interior(1) 2-1-3 to 14-4-13, Exterior(2R) 14-4-13 to 21-7-3, Interior(1) 21-7-3 to 33-10-13, Exterior(2E) 33-10-13 to 37-6-0 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 B; 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) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss A11 Truss Type GABLE Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K9409321 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 07:07:45 2021 Page 1 Truss Co, Sumner, WA, Mitek ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-_BfdxXGA04HhmPaefXWL?PG_T?Si067WHRQLNrzRAjC Scale = 1:73.4 1 2 3 4 5 6 7 8 9 10 11 27 26 25 24 23 22 20 19 17 16 15 14 13 12 51 52 53 54 55 56 57 21 58 59 18 60 3x6 3x4 5x8 4x4 4x4 3x6 3x4 5x6 3x8 5x12 3x4 3x4 3x10 3x4 3x4 5x12 3x4 3x4 3x10 3x4 3x4 5x6 7x8 7x8 5x6 8-11-13 8-11-13 13-2-0 4-2-3 18-0-0 4-10-0 22-10-0 4-10-0 27-0-3 4-2-3 36-0-0 8-11-13 -1-6-0 1-6-0 6-4-5 6-4-5 12-2-3 5-9-13 18-0-0 5-9-13 23-9-13 5-9-13 29-7-11 5-9-13 36-0-0 6-4-5 37-6-0 1-6-0 0-4-39-4-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-9], [5:0-5-8,0-2-8], [7:0-5-8,0-2-8], [10:0-2-0,0-2-9], [19:0-3-0,0-3-0], [29:3-7-10,0-1-8], [40:3-7-10,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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 0.14 0.15 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 18-20 18-20 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 278 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* 6-20,7-20,5-20: 2x4 HF No.2 OTHERS 2x4 HF Stud 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. WEBS 1 Row at midpt 6-20 REACTIONS.All bearings 13-5-8 except (jt=length) 21=0-3-8, 18=0-3-8. (lb) - Max Horz 2=-94(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 22, 17 except 15=-126(LC 13), 24=-154(LC 12) Max Grav All reactions 250 lb or less at joint(s) 22, 23, 25, 26, 27, 17, 16, 14, 13, 12, 21, 18 except 2=381(LC 19), 15=1017(LC 20), 24=1017(LC 19), 10=381(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-51=-256/76, 5-52=-487/102, 52-53=-475/112, 6-53=-343/127, 6-54=-343/127, 54-55=-475/112, 7-55=-487/102, 10-56=-256/42 BOT CHORD 23-24=0/290, 23-57=0/290, 22-57=0/290, 21-22=0/290, 21-58=0/290, 20-58=0/290, 19-20=0/291, 19-59=0/291, 18-59=0/291, 17-18=0/291, 17-60=0/291, 16-60=0/291, 15-16=0/291 WEBS 7-15=-822/61, 9-15=-396/108, 5-24=-822/84, 3-24=-397/107 NOTES-(12) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-6-0 to 2-1-3, Interior(1) 2-1-3 to 14-4-10, Exterior(2R) 14-4-10 to 21-7-0, Interior(1) 21-7-0 to 33-10-13, Exterior(2E) 33-10-13 to 37-6-0 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 B; 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 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 22, 17 except (jt=lb) 15=126, 24=154. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss B01 Truss Type GABLE Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K9409322 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 07:09:41 2021 Page 1 Truss Co, Sumner, WA, Mitek ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-bVfTHCgxijvEhERxSubYit3mGm?eBkybyUXUR7zRAhO Scale = 1:23.5 1 2 3 4 5 6 7 11 10 9 13 14 15 16 17 18 19 12 8 20 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1-10-8 1-10-8 1-11-3 0-0-11 5-0-0 3-0-13 8-1-8 3-1-8 10-0-0 1-10-8 -1-6-0 1-6-0 5-0-0 5-0-0 10-0-0 5-0-0 11-6-0 1-6-0 0-4-32-10-30-4-36.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.36 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 6-3-0 except (jt=length) 8=0-3-8, 12=0-3-8. (lb) - Max Horz 11=32(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 11, 9 except 8=-175(LC 19), 12=-172(LC 20) Max Grav All reactions 250 lb or less at joint(s) 11, 9 except 10=514(LC 1), 8=341(LC 20), 12=346(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-240/398, 14-15=-232/438, 3-15=-228/482, 3-4=-184/448, 4-5=-184/448, 5-16=-228/480, 16-17=-232/438, 6-17=-240/398 BOT CHORD 2-19=-390/266, 12-19=-390/266, 11-12=-390/266, 10-11=-390/266, 9-10=-390/266, 8-9=-390/266, 8-20=-390/266, 6-20=-390/266 WEBS 4-10=-472/200, 3-11=-349/96, 5-9=-348/95 NOTES-(11) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-0-0, Exterior(2R) 2-0-0 to 8-0-0, Interior(1) 8-0-0 to 8-6-0, Exterior(2E) 8-6-0 to 11-6-0 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 B; 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) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 9 except (jt=lb) 8=175, 12=172. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss C01 Truss Type Common Supported Gable Qty 1 Ply 1 C & E Developments, LLC Job Reference (optional) K9409323 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:53 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-9k35aunf8CT6yOaU95qIb3KYxR2r0tPDAfM83YzRAx8 Scale = 1:22.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 9-0-0 9-0-0 -1-6-0 1-6-0 4-6-0 4-6-0 9-0-0 4-6-0 10-6-0 1-6-0 0-4-32-7-30-4-36.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-0-0. (lb) - Max Horz 2=29(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 9 except 2=311(LC 19), 6=311(LC 20), 10=270(LC 19), 8=270(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13) 1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-6-0 to 1-6-0, Corner(3R) 1-6-0 to 7-6-0, Corner(3E) 7-6-0 to 10-6-0 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 B; 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) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 6. 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. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss C02 Truss Type Common Girder Qty 1 Ply 2 C & E Developments, LLC Job Reference (optional) K9409324 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:54 2021 Page 1 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-dwdToEnIvVbzaX9gjpLX8GsgarGtlASMPJ5ic_zRAx7 Scale = 1:19.3 1 2 3 4 5 10 11 12 13 4x8 4x8 3x8 4x5 MUS26 MUS26 MUS26 MUS26 4-6-0 4-6-0 9-0-0 4-6-0 -1-6-0 1-6-0 4-6-0 4-6-0 9-0-0 4-6-0 0-4-32-7-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-0-9], [4:0-2-4,0-0-9], [5:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 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-MP 0.38 0.56 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.02 (loc) 5-7 5-7 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 2=0-5-8 Max Horz 2=37(LC 14) Max Uplift 4=-117(LC 11), 2=-109(LC 10) Max Grav 4=3464(LC 4), 2=2868(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4481/158, 3-4=-4494/153 BOT CHORD 2-5=-114/3987, 4-5=-114/3987 WEBS 3-5=-106/3713 NOTES-(13) 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 0-6-0 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=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=12ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=117, 2=109. 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) Use USP MUS26 (With 6-10d nails into Girder & 6-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 8-0-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) StandardContinued on page 2 April 13,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 250 Klug Circle Corona, CA 92880 Job J1087446 Truss C02 Truss Type Common Girder Qty 1 Ply 2 C & E Developments, LLC Job Reference (optional) K9409324 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 13 08:52:54 2021 Page 2 The Truss Company, Sumner, WA - 98390, ID:O8fpf_eZbaIUZ0mJhejebnzRBRU-dwdToEnIvVbzaX9gjpLX8GsgarGtlASMPJ5ic_zRAx7 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-4=-66, 2-4=-14 Concentrated Loads (lb) Vert: 7=-1310(F) 11=-1309(F) 12=-1309(F) 13=-1309(F) PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths