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2021.0120.SF0014 TrussSpecsMiTek 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 Louws Truss. January 22,2021 Dyer, Cecil Pages or sheets covered by this seal: R65146354 thru R65146371 My license renewal date for the state of Washington is May 25, 2021. 2100465 RON DEERING HOMES LT 7 PW IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146354 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:08 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-RqcckmwOIuw3kPYrFKHbwG22d0DuAehETKXl1xzt5Pb Scale = 1:38.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 33 34 4x4 3x4 5x6 3x4 21-6-0 21-6-0 -1-4-0 1-4-0 10-9-0 10-9-0 21-6-0 10-9-0 22-10-0 1-4-0 0-4-14-9-130-4-15.00 12 Plate Offsets (X,Y)-- [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 17 17 16 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 108 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 OTHERS 2x4 DF 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. REACTIONS.All bearings 21-6-0. (lb) - Max Horz 2=-81(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 16 Max Grav All reactions 250 lb or less at joint(s) 24, 25, 26, 27, 28, 29, 23, 22, 21, 20, 19 except 2=348(LC 1), 30=297(LC 23), 18=297(LC 24), 16=348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-30=-253/154, 15-18=-253/154 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-4-0 to 2-3-3, Exterior(2) 2-3-3 to 10-9-0, Corner(3) 10-9-0 to 14-4-3, Exterior(2) 14-4-3 to 22-10-0 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 3) 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. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 15 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 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) * This truss has been designed for a live load of 20.0psf 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, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 16. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-16=-20 Trapezoidal Loads (plf) Vert: 1=-109(F=-35)-to-9=-129(F=-55), 9=-129(F=-55)-to-17=-109(F=-35) January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T01 Truss Type COMMON GIRDER Qty 1 Ply 2 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146355 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:22 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-1WSvgY5B?Ch4QZdX4GXtUDdNHgqLSqrIhWwUX8zt5PN Scale = 1:36.3 1 2 3 4 5 8 7 69101112131415 16 17 18 5x8 4x6 5x8 7x10 M18SHS 4x4 3x6 4x4 3x6 Special JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 5-8-6 5-8-6 10-9-0 5-0-10 15-9-10 5-0-10 21-6-0 5-8-6 5-8-6 5-8-6 10-9-0 5-0-10 15-9-10 5-0-10 21-6-0 5-8-6 0-4-14-9-130-4-15.00 12 Plate Offsets (X,Y)-- [1:0-4-0,Edge], [2:0-1-8,0-2-0], [4:0-1-8,0-2-0], [5:0-4-0,Edge], [6:0-4-8,0-1-8], [7:0-5-0,0-4-8], [8:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.73 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.31 0.09 0.11 (loc) 7-8 7-8 5 7-8 l/defl >999 >811 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 205 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 5=0-5-8 Max Horz 1=71(LC 27) Max Uplift 1=-1181(LC 8), 5=-1129(LC 9) Max Grav 1=6451(LC 1), 5=6329(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12220/2163, 2-3=-8407/1494, 3-4=-8409/1494, 4-5=-12335/2184 BOT CHORD 1-8=-2013/11199, 7-8=-2013/11199, 6-7=-1962/11310, 5-6=-1962/11310 WEBS 3-7=-1039/6036, 4-7=-4002/807, 4-6=-454/2836, 2-7=-3881/784, 2-8=-438/2756 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; 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 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 15 degree rotation about its center. 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 20.0psf 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) 1=1181, 5=1129. 10) Use USP JL26 (With 8-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-5-4 from the left end to 20-5-4 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 778 lb down and 177 lb up at 0-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T01 Truss Type COMMON GIRDER Qty 1 Ply 2 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146355 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:22 2021 Page 2 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-1WSvgY5B?Ch4QZdX4GXtUDdNHgqLSqrIhWwUX8zt5PN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-74, 3-5=-74, 1-5=-20 Concentrated Loads (lb) Vert: 1=-778(B) 9=-1002(B) 10=-1002(B) 11=-1002(B) 12=-1002(B) 13=-1002(B) 14=-1002(B) 15=-1002(B) 16=-1002(B) 17=-1002(B) 18=-1004(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss GE02 Truss Type GABLE Qty 1 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146356 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:10 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-NCjN9RyfqWAmzjiENkJ3?h8NuqqxeXZWxe0s6qzt5PZ Scale = 1:23.4 1 2 3 4 5 6 7 8 9 12 11 10 19 20 21 22 4x4 3x4 3x4 3x8 3x4 3x4 3x6 3x6 5-11-12 5-11-12 11-11-8 5-11-12 -1-4-0 1-4-0 5-11-12 5-11-12 11-11-8 5-11-12 13-3-8 1-4-0 0-4-12-9-150-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.32 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.02 0.02 (loc) 12 12 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-5-8, 8=0-5-8 Max Horz 2=-49(LC 13) Max Uplift 2=-186(LC 12), 8=-186(LC 13) 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 2-3=-1387/327, 3-4=-1025/245, 4-5=-969/261, 5-6=-969/263, 6-7=-1025/247, 7-8=-1387/323 BOT CHORD 2-12=-243/1187, 11-12=-243/1187, 10-11=-252/1187, 8-10=-252/1187 WEBS 5-11=-132/454, 3-19=-343/136, 11-19=-363/137, 11-20=-363/135, 7-20=-343/134 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-3-3, Interior(1) 2-3-3 to 5-11-12, Exterior(2) 5-11-12 to 9-6-15, Interior(1) 9-6-15 to 13-3-8 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 3) 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. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 15 degree rotation about its center. 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) * This truss has been designed for a live load of 20.0psf 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) 2=186, 8=186. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-8=-20 Trapezoidal Loads (plf) Vert: 1=-109(F=-35)-to-5=-124(F=-50), 5=-124(F=-50)-to-9=-109(F=-35)January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T02 Truss Type Common Qty 1 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146357 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:25 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-R582Ja73I73eH0L6lO5a6rFu8twMfKukOT998Szt5PK Scale = 1:21.8 1 2 3 4 5 6 7 8 3x4 4x4 3x4 1.5x4 5-11-12 5-11-12 11-11-8 5-11-12 5-11-12 5-11-12 11-11-8 5-11-12 13-3-8 1-4-0 0-4-12-9-150-4-15.00 12 Plate Offsets (X,Y)-- [1:0-1-10,Edge], [2:0-2-0,0-2-8], [3:0-1-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.39 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.03 (loc) 1-5 1-5 3 1-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-5-8, 3=0-5-8 Max Horz 1=-57(LC 13) Max Uplift 1=-83(LC 12), 3=-123(LC 13) Max Grav 1=533(LC 1), 3=664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-842/198, 2-3=-845/189 BOT CHORD 1-5=-103/694, 3-5=-103/694 WEBS 2-5=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-9-15, Interior(1) 3-9-15 to 5-11-12, Exterior(2) 5-11-12 to 9-6-15, Interior(1) 9-6-15 to 13-3-8 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 3) Plates checked for a plus or minus 15 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=123. January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146358 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:12 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-Jbr7a7zvM7QUD1scU9MX46DkdeaX6SwpOyVzAjzt5PX Scale = 1:32.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 4x4 3x4 5x6 3x4 17-6-0 17-6-0 -1-4-0 1-4-0 8-9-0 8-9-0 17-6-0 8-9-0 18-10-0 1-4-0 0-4-13-11-130-4-15.00 12 Plate Offsets (X,Y)-- [21:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 15 15 14 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 82 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 OTHERS 2x4 DF 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. REACTIONS.All bearings 17-6-0. (lb) - Max Horz 2=68(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 except 2=326(LC 1), 14=326(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-4-0 to 2-1-0, Exterior(2) 2-1-0 to 8-9-0, Corner(3) 8-9-0 to 12-4-3, Exterior(2) 12-4-3 to 18-10-0 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 3) 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. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 15 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 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) * This truss has been designed for a live load of 20.0psf 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, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 14. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-14=-20 Trapezoidal Loads (plf) Vert: 1=-109(F=-35)-to-8=-129(F=-55), 8=-129(F=-55)-to-15=-109(F=-35) January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T03 Truss Type Common Girder Qty 1 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146359 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:27 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-NUFojF9JqkJMWKVVsp72BGL8vhUp72y1rneFCLzt5PI Scale = 1:28.6 1 2 3 4 5 8 7 691011121314 15 16 6x16 5x6 6x16 10x10 M18SHS 4x4 3x8 4x4 3x8 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 4-8-6 4-8-6 8-9-0 4-0-10 12-9-10 4-0-10 17-6-0 4-8-6 4-8-6 4-8-6 8-9-0 4-0-10 12-9-10 4-0-10 17-6-0 4-8-6 0-4-13-11-130-4-15.00 12 Plate Offsets (X,Y)-- [1:0-5-6,Edge], [2:0-1-4,0-1-12], [4:0-1-4,0-1-12], [5:0-5-6,Edge], [6:0-4-12,0-1-8], [8:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.91 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.33 0.09 0.12 (loc) 6-7 6-7 5 7-8 l/defl >999 >617 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 85 lb FT = 0% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. REACTIONS. (size)1=0-5-8, 5=0-5-8 Max Horz 1=58(LC 8) Max Uplift 1=-694(LC 8), 5=-670(LC 9) Max Grav 1=4122(LC 1), 5=3978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8252/1376, 2-3=-5745/964, 3-4=-5745/964, 4-5=-8222/1372 BOT CHORD 1-8=-1283/7550, 7-8=-1283/7550, 6-7=-1221/7521, 5-6=-1221/7521 WEBS 3-7=-651/4057, 4-7=-2529/501, 4-6=-253/1773, 2-7=-2562/505, 2-8=-256/1794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; 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 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 15 degree rotation about its center. 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 20.0psf 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=694, 5=670. 8) Use USP JL26 (With 8-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-12 from the left end to 15-6-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-74, 3-5=-74, 1-5=-20 Concentrated Loads (lb) Vert: 9=-812(F) 10=-812(F) 11=-812(F) 12=-812(F) 13=-812(F) 14=-812(F) 15=-812(F) 16=-812(F)January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss GE04 Truss Type GABLE Qty 1 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146360 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:16 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-CM5eQV0QQMwwie9Nj?QTFyOQcFyp2EGPJaTAJUzt5PT Scale = 1:69.0 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 26 27 28 29 30 31 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 62 61 60 59 63 64 65 66 5x6 3x6 3x8 5x6 5x6 3x6 3x6 3x6 5x6 3x6 3x6 3x6 5x6 3x6 3x6 3x6 40-0-0 40-0-0 -1-4-0 1-4-0 20-0-0 20-0-0 40-0-0 20-0-0 41-4-0 1-4-0 0-4-18-8-10-4-15.00 12 Plate Offsets (X,Y)-- [11:0-2-12,0-3-0], [21:0-2-12,0-3-0], [42:0-3-0,0-3-0], [48:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.04 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.00 (loc) 31 31 30 31 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 299 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 OTHERS 2x4 DF 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 16-45 JOINTS 1 Brace at Jt(s): 60, 64 REACTIONS.All bearings 40-0-0. (lb) - Max Horz 2=-143(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 45, 51, 52, 53, 54, 55, 56, 57, 58, 39, 38, 37, 36, 35, 34, 33, 32, 46, 47, 48, 49, 44, 43, 42, 41, 30 Max Grav All reactions 250 lb or less at joint(s) 45, 50, 51, 52, 53, 54, 55, 56, 57, 40, 39, 38, 37, 36, 35, 34, 33, 46, 47, 48, 49, 44, 43, 42, 41 except 2=347(LC 23), 58=282(LC 1), 32=282(LC 1), 30=347(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2) 2-8-0 to 20-0-0, Corner(3) 20-0-0 to 24-0-0, Exterior(2) 24-0-0 to 41-4-0 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 3) 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. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 15 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 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) * This truss has been designed for a live load of 20.0psf 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, 45, 51, 52, 53, 54, 55, 56, 57, 58, 39, 38, 37, 36, 35, 34, 33, 32, 46, 47, 48, 49, 44, 43, 42, 41, 30. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-30=-20 Trapezoidal Loads (plf) Vert: 1=-109(F=-35)-to-16=-139(F=-65), 16=-139(F=-65)-to-31=-109(F=-35)January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T04 Truss Type Common Qty 5 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146361 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:27 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-NUFojF9JqkJMWKVVsp72BGLDihaV73J1rneFCLzt5PI Scale = 1:68.4 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 18 19 20 21 22 5x6 5x6 5x6 3x6 5x6 1.5x4 3x8 1.5x4 5x6 3x4 1.5x4 3x6 9-2-8 9-2-8 17-9-4 8-6-12 24-11-9 7-2-5 32-1-14 7-2-5 40-0-0 7-10-2 -1-4-0 1-4-0 6-4-5 6-4-5 12-0-12 5-8-8 17-9-4 5-8-8 20-0-0 2-2-12 26-8-2 6-8-2 32-10-13 6-2-11 40-0-0 7-1-3 41-4-0 1-4-0 0-4-18-8-10-4-15.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-3-4], [7:0-2-8,0-3-4], [12:0-3-0,0-3-0], [13:0-1-12,0-1-8], [14:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.54 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.01 0.06 (loc) 2-14 2-14 9 9-11 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-11. WEBS 1 Row at midpt 6-13 REACTIONS. (size)2=0-5-8, 13=0-5-8, 9=0-5-8 Max Horz 2=-143(LC 17) Max Uplift 2=-131(LC 12), 13=-349(LC 12), 9=-206(LC 13) Max Grav 2=653(LC 23), 13=2574(LC 1), 9=909(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-749/144, 3-4=-368/273, 4-5=-98/1069, 5-6=-20/1013, 6-7=-337/219, 7-8=-1224/348, 8-9=-1361/297 BOT CHORD 2-14=-195/615, 13-14=-402/222, 12-13=-502/221, 11-12=-62/450, 9-11=-190/1162 WEBS 3-14=-480/213, 4-14=-64/590, 4-13=-841/260, 5-13=-346/155, 6-13=-1601/247, 6-12=-257/1050, 7-12=-809/303, 7-11=-196/860, 8-11=-449/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 41-4-0 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 3) Plates checked for a plus or minus 15 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=131, 13=349, 9=206. January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T04A Truss Type COMMON Qty 1 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146362 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:29 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-KsNY8xAaMLZ4left_E9WGhQYAUF8bzpJI57MHEzt5PG Scale = 1:67.8 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 20 21 5x6 5x6 5x6 3x6 5x6 1.5x4 3x8 1.5x4 5x6 3x4 1.5x4 3x6 9-2-8 9-2-8 17-9-4 8-6-12 24-11-9 7-2-5 32-1-14 7-2-5 40-0-0 7-10-2 -1-4-0 1-4-0 6-4-5 6-4-5 12-0-12 5-8-8 17-9-4 5-8-8 20-0-0 2-2-12 26-8-2 6-8-2 32-10-13 6-2-11 40-0-0 7-1-3 0-4-18-8-10-4-15.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-3-4], [7:0-2-8,0-3-4], [11:0-3-0,0-3-0], [12:0-1-12,0-1-8], [13:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.60 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.01 0.08 (loc) 2-13 2-13 9 9-10 l/defl >999 >842 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 6-12 REACTIONS. (size)2=0-5-8, 12=0-5-8, 9=Mechanical Max Horz 2=152(LC 12) Max Uplift 2=-129(LC 12), 12=-353(LC 12), 9=-165(LC 13) Max Grav 2=649(LC 23), 12=2602(LC 1), 9=790(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-740/172, 3-4=-359/302, 4-5=-103/1095, 5-6=-25/1039, 6-7=-325/209, 7-8=-1263/353, 8-9=-1398/301 BOT CHORD 2-13=-199/607, 12-13=-429/220, 11-12=-519/215, 10-11=-64/444, 9-10=-213/1203 WEBS 3-13=-481/213, 4-13=-64/590, 4-12=-841/260, 5-12=-345/155, 6-12=-1629/261, 6-11=-261/1064, 7-11=-825/308, 7-10=-212/915, 8-10=-476/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 39-11-4 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 3) Plates checked for a plus or minus 15 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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 = 10.0psf. 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) except (jt=lb) 2=129, 12=353, 9=165. January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss GE06 Truss Type GABLE Qty 1 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146363 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:19 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-cxmm2W3IjHJVZ5uyO7_Asa?z2SqXFUYr?Yiqwpzt5PQ Scale = 1:50.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 26 25 24 23 22 21 20 19 18 27 35 34 33 32 28 31 30 29 3x4 3x4 5x8 2x4 5x12 2x4 2x4 2x4 2x4 2x4 5x6 2x4 4x4 3x4 3x4 7-8-1 7-8-1 10-1-8 2-5-7 14-8-4 4-6-12 16-5-8 1-9-4 21-11-8 5-6-0 7-8-1 7-8-1 14-8-4 7-0-4 16-8-0 1-11-12 21-11-8 5-3-8 0-4-19-5-135.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0], [18:0-1-12,0-1-8], [20:0-4-0,0-3-0], [28:0-4-4,0-2-8], [29:0-1-8,0-1-12], [30:0-1-8,0-1-12], [31:0-1-8,0-1-12], [32:0-1-8,0-1-12], [33:0-1-8 ,0-1-12], [34:0-1-8,0-1-12], [35:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.13 0.61 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.10 0.01 0.03 (loc) 19-20 19-20 18 19-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 184 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* 20-27: 2x6 DF No.2 OTHERS 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, Except: 10-0-0 oc bracing: 19-20,18-19. WEBS 1 Row at midpt 17-18 JOINTS 1 Brace at Jt(s): 28, 29, 33 REACTIONS.All bearings 10-5-8 except (jt=length) 18=Mechanical. (lb) - Max Horz 1=365(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 26 except 18=-147(LC 12), 20=-470(LC 12), 21=-169(LC 3) Max Grav All reactions 250 lb or less at joint(s) 1, 21, 22, 23, 24, 25 except 18=799(LC 1), 20=1329(LC 1), 20=1329(LC 1), 26=271(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-314/220, 2-3=-287/198, 3-4=-271/194, 4-5=-253/184 BOT CHORD 19-20=-183/902, 18-19=-183/902 WEBS 20-35=-1071/409, 34-35=-1020/392, 33-34=-990/381, 32-33=-961/372, 28-32=-926/357, 19-28=-21/478, 18-28=-1011/253, 8-20=-340/138, 8-35=-98/267 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-4-0, Interior(1) 3-4-0 to 21-9-12 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) 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 15 degree rotation about its center. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 24, 25, 26 except (jt=lb) 18=147, 20=470, 21=169. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss GE06 Truss Type GABLE Qty 1 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146363 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:19 2021 Page 2 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-cxmm2W3IjHJVZ5uyO7_Asa?z2SqXFUYr?Yiqwpzt5PQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-17=-74, 18-20=-70(F=-50) Trapezoidal Loads (plf) Vert: 1=-55(F=-35)-to-20=-70(F=-50) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T06 Truss Type MONOPITCH Qty 5 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146364 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:31 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-GFVJZdCquzpo?xpG5fB_L6VtbIym3yncmPcTL6zt5PE Scale = 1:52.8 1 2 3 4 5 9 8 7 6 10 11 123x4 5x6 3x4 4x4 3x6 5x6 1.5x4 3x4 3x4 2-0-0 2-0-0 2-2-12 0-2-12 7-8-1 5-5-5 21-11-8 14-3-7 2-2-12 2-2-12 7-8-1 5-5-5 14-8-4 7-0-4 21-11-8 7-3-4 0-4-19-5-135.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-3-0], [6:0-1-12,0-2-0], [7:0-3-0,0-3-0], [8:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.46 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.02 -0.04 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS. (size)6=Mechanical, 9=0-5-8 Max Horz 9=365(LC 9) Max Uplift 6=-227(LC 12), 9=-194(LC 12) Max Grav 6=908(LC 1), 9=1142(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1311/211, 3-4=-892/168 BOT CHORD 8-9=-353/309, 7-8=-344/1144, 6-7=-238/741 WEBS 3-7=-447/170, 2-9=-1039/273, 2-8=-184/1174, 4-7=-8/448, 4-6=-963/284 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-7-3, Interior(1) 3-7-3 to 21-9-12 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) Plates checked for a plus or minus 15 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=227, 9=194. January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T06A Truss Type MONOPITCH Qty 6 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146365 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:33 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-Cdc3_JD4Qa3WEFzfD4ESRXbDV5bCXmJvDj5aQ?zt5PC Scale = 1:52.0 1 2 3 4 5 8 7 6 9 10 11 6x6 3x4 4x4 4x4 5x6 1.5x4 3x4 7-8-1 7-8-1 14-8-4 7-0-4 21-11-8 7-3-4 -1-4-0 1-4-0 7-8-1 7-8-1 14-8-4 7-0-4 21-11-8 7-3-4 0-4-19-5-135.00 12 Plate Offsets (X,Y)-- [3:0-2-8,Edge], [6:0-1-12,0-2-0], [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.65 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.21 0.04 0.08 (loc) 2-8 2-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 111 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS. (size)6=Mechanical, 2=0-5-8 Max Horz 2=375(LC 9) Max Uplift 6=-244(LC 12), 2=-210(LC 12) Max Grav 6=1010(LC 1), 2=1134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1893/293, 3-4=-1019/190 BOT CHORD 2-8=-383/1641, 7-8=-386/1633, 6-7=-245/851 WEBS 3-8=0/310, 3-7=-867/246, 4-7=-40/558, 4-6=-1108/306 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-3-3, Interior(1) 2-3-3 to 21-9-12 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) Plates checked for a plus or minus 15 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=244, 2=210. January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T06B Truss Type MONOPITCH Qty 10 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146366 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:34 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-gqARCfEiBuBNsPXrnnlhzl7MbVwmGCk3SNq7yRzt5PB Scale = 1:52.0 1 2 3 4 7 6 5 8 9 10 6x6 3x4 4x4 3x6 5x6 1.5x4 3x4 7-8-1 7-8-1 14-8-4 7-0-4 21-11-8 7-3-4 7-8-1 7-8-1 14-8-4 7-0-4 21-11-8 7-3-4 0-4-19-5-135.00 12 Plate Offsets (X,Y)-- [1:0-0-10,Edge], [2:0-2-8,Edge], [5:0-1-12,0-2-0], [6:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.76 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.04 0.10 (loc) 1-7 1-7 5 1-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS. (size)5=Mechanical, 1=Mechanical Max Horz 1=365(LC 9) Max Uplift 5=-247(LC 12), 1=-174(LC 12) Max Grav 5=1022(LC 1), 1=1022(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1955/308, 2-3=-1034/199 BOT CHORD 1-7=-391/1706, 6-7=-394/1697, 5-6=-247/864 WEBS 2-7=0/318, 2-6=-924/261, 3-6=-45/569, 3-5=-1123/309 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-12 to 3-7-15, Interior(1) 3-7-15 to 21-9-12 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) Plates checked for a plus or minus 15 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=247, 1=174. January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146367 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:18 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-8lCOrA2gyzAexyJmrQSxKNTm62d4W9GinuyHOMzt5PR Scale = 1:52.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 43 44 45 46 4x4 3x4 5x6 5x6 5x6 3x4 30-0-0 30-0-0 -1-4-0 1-4-0 15-0-0 15-0-0 30-0-0 15-0-0 31-4-0 1-4-0 0-4-16-7-10-4-15.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [16:0-3-0,0-3-0], [33:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.05 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 23 23 22 23 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 177 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 OTHERS 2x4 DF 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. REACTIONS.All bearings 30-0-0. (lb) - Max Horz 2=-110(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 2, 34, 35, 36, 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27, 26, 25, 24, 22 Max Grav All reactions 250 lb or less at joint(s) 33, 34, 35, 36, 37, 38, 39, 40, 41, 32, 31, 30, 29, 28, 27, 26, 25 except 2=357(LC 1), 42=337(LC 23), 24=337(LC 24), 22=357(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-42=-281/167, 21-24=-281/167 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-4-0 to 2-3-3, Exterior(2) 2-3-3 to 15-0-0, Corner(3) 15-0-0 to 18-7-3, Exterior(2) 18-7-3 to 31-4-0 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 3) 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. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 15 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 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) * This truss has been designed for a live load of 20.0psf 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, 34, 35, 36, 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27, 26, 25, 24, 22. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-22=-20 Trapezoidal Loads (plf) Vert: 1=-109(F=-35)-to-12=-134(F=-60), 12=-134(F=-60)-to-23=-109(F=-35)January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T05 Truss Type Common Qty 5 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146368 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:30 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-o3xxMHBC7fhxNoE4Yxglpvzg0uXZKN8TXlsvpgzt5PF Scale = 1:52.4 1 2 3 4 5 6 7 10 9 8 11 12 13 14 5x8 4x6 5x8 4x4 5x8 1.5x4 1.5x4 4x4 7-9-7 7-9-7 15-0-0 7-2-9 22-2-9 7-2-9 30-0-0 7-9-7 -1-4-0 1-4-0 7-9-7 7-9-7 15-0-0 7-2-9 22-2-9 7-2-9 30-0-0 7-9-7 31-4-0 1-4-0 0-4-16-7-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [3:0-3-8,0-3-0], [5:0-3-8,0-3-0], [6:0-2-2,Edge], [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.78 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 0.11 0.09 (loc) 9 9-10 6 2-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. REACTIONS. (size)2=0-5-8, 6=0-5-8 Max Horz 2=110(LC 16) Max Uplift 2=-253(LC 12), 6=-253(LC 13) Max Grav 2=1504(LC 1), 6=1504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2838/408, 3-4=-1909/334, 4-5=-1909/334, 5-6=-2838/408 BOT CHORD 2-10=-398/2512, 9-10=-401/2504, 8-9=-300/2504, 6-8=-297/2512 WEBS 4-9=-77/909, 5-9=-957/282, 5-8=0/320, 3-9=-957/281, 3-10=0/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-3-3, Interior(1) 2-3-3 to 15-0-0, Exterior(2) 15-0-0 to 18-7-3, Interior(1) 18-7-3 to 31-4-0 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 3) Plates checked for a plus or minus 15 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=253, 6=253. January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss GE07 Truss Type Common Supported Gable Qty 2 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146369 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:20 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-47K9Fs3wUaRMAFT9yrVPPoY6csJT_3t?ECROSFzt5PP Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 4x4 3x4 3x4 5x6 18-0-0 18-0-0 -1-4-0 1-4-0 9-0-5 9-0-5 18-0-0 8-11-11 0-4-14-1-30-4-55.00 12 Plate Offsets (X,Y)-- [20:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 1 1 14 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 83 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 OTHERS 2x4 DF 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. REACTIONS.All bearings 18-0-0. (lb) - Max Horz 2=78(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 14, 2, 21, 22, 23, 24, 25, 19, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 14, 20, 21, 22, 23, 24, 25, 19, 18, 17, 16 except 2=335(LC 1), 15=311(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-4-0 to 2-4-5, Exterior(2) 2-4-5 to 9-0-5, Corner(3) 9-0-5 to 12-7-8, Exterior(2) 12-7-8 to 18-0-0 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 3) 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. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 15 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 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) * This truss has been designed for a live load of 20.0psf 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) 14, 2, 21, 22, 23, 24, 25, 19, 18, 17, 16, 15. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 14, 2. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-14=-20 Trapezoidal Loads (plf) Vert: 1=-109(F=-35)-to-8=-129(F=-55), 8=-129(F=-55)-to-14=-109(F=-35) January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T07 Truss Type Common Qty 13 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146370 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:35 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-80kqP_FKxBKDTZ61KUGwWygfRvHm?qiCh1agUtzt5PA Scale = 1:31.1 1 2 3 4 5 6 7 8 9 10 11 4x4 3x4 3x4 5x8 1.5x4 1.5x4 9-0-5 9-0-5 18-0-0 8-11-11 -1-4-0 1-4-0 4-10-1 4-10-1 9-0-5 4-2-4 13-2-9 4-2-4 18-0-0 4-9-7 0-4-14-1-30-4-55.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-0-14,Edge], [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.65 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.22 0.03 0.04 (loc) 2-7 6-7 6 6-7 l/defl >999 >958 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 2=0-5-8 Max Horz 2=78(LC 16) Max Uplift 6=-127(LC 13), 2=-166(LC 12) Max Grav 6=819(LC 1), 2=945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1559/298, 3-4=-1150/202, 4-5=-1151/214, 5-6=-1555/308 BOT CHORD 2-7=-247/1371, 6-7=-232/1384 WEBS 4-7=-45/542, 5-7=-446/198, 3-7=-431/191 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 2-3-3, Interior(1) 2-3-3 to 9-0-5, Exterior(2) 9-0-5 to 12-7-8, Interior(1) 12-7-8 to 17-9-4 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 3) Plates checked for a plus or minus 15 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=127, 2=166. January 22,2021 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. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2100465 Truss T07A Truss Type Common Qty 8 Ply 1 RON DEERING HOMES LT 7 PW Job Reference (optional) R65146371 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Jan 21 15:16:36 2021 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:yIEHngVuEYdXYcLN4QCWgVzt6MV-cCICcKGziVS45jhDuCn92ADpdJcakHkLvhJE1Kzt5P9 Scale = 1:29.6 1 2 3 4 5 6 7 8 9 10 3x4 4x4 3x4 5x8 1.5x4 1.5x4 9-0-5 9-0-5 18-0-0 8-11-11 4-10-1 4-10-1 9-0-5 4-2-4 13-2-9 4-2-4 18-0-0 4-9-7 0-4-14-1-30-4-55.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge], [5:0-0-14,Edge], [6:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 12.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.67 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 0.04 0.04 (loc) 1-6 1-6 5 1-6 l/defl >999 >860 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 68 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 5=0-5-8 Max Horz 1=61(LC 16) Max Uplift 1=-130(LC 12), 5=-128(LC 13) Max Grav 1=832(LC 1), 5=832(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1627/321, 2-3=-1187/220, 3-4=-1186/220, 4-5=-1588/314 BOT CHORD 1-6=-270/1460, 5-6=-243/1414 WEBS 3-6=-51/575, 4-6=-445/198, 2-6=-488/207 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-12 to 3-7-15, Interior(1) 3-7-15 to 9-0-5, Exterior(2) 9-0-5 to 12-7-8, Interior(1) 12-7-8 to 17-9-4 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 3) Plates checked for a plus or minus 15 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf 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. 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) except (jt=lb) 1=130, 5=128. January 22,2021 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