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2020.0006 TRUSS DESIGN SPECS - PARCEL 64421100300 - LOT #3MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 MiTek USA, Inc. RE: 2001044 - LITTLE HOUSE Design Code: IRC2015/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 110 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.3 1 of 1 This package includes 9 individual, dated Truss Design Drawings and 0 Additional Drawings. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Design Method: MWFRS (Envelope)/C-C hybrid Wind ASCE 7-10 Site Information: Lot/Block: Project Customer: PRIDE CONSTRUCTION Project Name: Subdivision: Address: NEED DELIVERY ADDRESS State: WACity: YELM Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City, County: State: February 21,2020 Dyer, Cecil The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Louws Truss. Truss Design Engineer's Name: Dyer, Cecil My license renewal date for the state of Washington is May 25, 2021. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. 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. No.Seal#Job ID#Truss Name 1 R61314532 2001044 C01 Date 2/21/202R613145332001044GE012/21/203R613145342001044GE022/21/204R613145352001044GE032/21/205R613145362001044T012/21/206R613145372001044T022/21/207R613145382001044T042/21/208R613145392001044T052/21/209R613145402001044T062/21/20 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2001044 Truss C01 Truss Type Piggyback Qty 9 Ply 1 LITTLE HOUSE Job Reference (optional) R61314532 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Feb 20 17:13:32 2020 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:05lwMcIHqW4wLxd7YI0_pszjBN_-MZ5j2N2clsCnCx6TBE7?b6bE5SCaauomjKZMIPzjAtX Scale: 1.5"=1' 1 2 3 4 5 3x4 2x4 2x4 2-4-0 2-4-0 1-2-0 1-2-0 2-4-0 1-2-0 0-5-31-2-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-2-0,Edge], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 7.0 0.0 * 8.0 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-P 0.01 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=71/1-2-10, 4=71/1-2-10 Max Horz 2=23(LC 11) Max Uplift 2=-15(LC 12), 4=-15(LC 13) 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 Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be DF No.2 crushing capacity of 625 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 21,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2001044 Truss GE01 Truss Type GABLE Qty 1 Ply 1 LITTLE HOUSE Job Reference (optional) R61314533 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Feb 20 17:13:33 2020 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:05lwMcIHqW4wLxd7YI0_pszjBN_-qlf5Gj3FWAKdq5hflxeE8J7MprXWJKKvyzIvqszjAtW Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x4 7x8 3x6 6x6 3x6 4x6 3x4 3x4 3x6 3x4 3x4 3x6 6x6 3x6 3x8 3x6 4x4 3x6 3x8 3x6 3-10-4 3-10-4 16-1-12 12-3-8 20-0-0 3-10-4 -1-0-0 1-0-0 3-10-4 3-10-4 7-5-8 3-7-4 7-10-7 0-4-15 8-10-0 0-11-9 11-2-0 2-4-0 12-1-9 0-11-9 12-6-8 0-4-15 16-1-12 3-7-4 20-0-0 3-10-4 21-0-0 1-0-0 2-0-010-10-02-0-010-10-012.00 12 Plate Offsets (X,Y)-- [4:0-0-4,0-2-4], [5:0-1-8,Edge], [6:0-2-4,0-1-12], [13:0-2-0,0-0-8], [29:0-1-10,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 7.0 0.0 * 8.0 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 0.20 0.09 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 *Except* 3-4,7-8: 2x6 DF No.2 BOT CHORD 2x12 DF SS WEBS 2x4 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, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS.All bearings 20-0-0 except (jt=length) 16=0-5-8, 16=0-5-8. (lb) - Max Horz 16=-288(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11 except 15=-275(LC 12), 13=-255(LC 13), 12=-635(LC 18), 16=-123(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 15=738(LC 20), 13=860(LC 21), 11=792(LC 20), 16=515(LC 1), 16=515(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-433/138, 3-4=-455/169, 7-8=-455/169, 8-9=-434/137, 2-16=-527/112, 9-11=-526/112 BOT CHORD 15-16=-265/266, 13-15=-131/288 WEBS 3-15=-330/297, 8-13=-329/297, 2-15=-119/312, 9-13=-122/306 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) -1-0-0 to 2-7-3, Exterior(2) 2-7-3 to 8-10-0, Corner(3) 8-10-0 to 14-9-3, Exterior(2) 14-9-3 to 21-0-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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 = 8.0psf. 9) All bearings are assumed to be DF No.2 crushing capacity of 625 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 15=275, 13=255, 12=635, 16=123. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. February 21,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2001044 Truss GE02 Truss Type Common Supported Gable Qty 2 Ply 1 LITTLE HOUSE Job Reference (optional) R61314534 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Feb 20 17:13:36 2020 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:05lwMcIHqW4wLxd7YI0_pszjBN_-FKLEul57p5iChYQEQ4BxlyltP3YGWgOMexXZRAzjAtT Scale = 1:61.4 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 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 53 54 55 4x4 3x4 4x4 5x6 4x4 5x6 3x4 35-0-0 35-0-0 -2-0-0 2-0-0 17-6-0 17-6-0 35-0-0 17-6-0 36-0-0 1-0-0 0-4-17-7-90-4-15.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [25:0-3-0,0-3-0], [38:0-0-0,0-1-12], [39:0-1-12,0-0-0], [39:0-2-0,0-1-4], [41:0-1-12,0-0-0], [42:0-0-0,0-1-12], [42:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 7.0 0.0 * 8.0 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 0.24 0.09 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 26 26 26 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 225 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 35-0-0. (lb) - Max Horz 2=138(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26 Max Grav All reactions 250 lb or less at joint(s) 40, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26 except 2=283(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) -2-0-0 to 1-7-3, Exterior(2) 1-7-3 to 17-6-0, Corner(3) 17-6-0 to 21-1-3, Exterior(2) 21-1-3 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 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) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be DF No.2 crushing capacity of 625 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26. February 21,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2001044 Truss GE03 Truss Type Monopitch Structural Gable Qty 1 Ply 1 LITTLE HOUSE Job Reference (optional) R61314535 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Feb 20 17:13:38 2020 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:05lwMcIHqW4wLxd7YI0_pszjBN_-BjT_JR7NLiywwsadYVDPqNrBdsC5_bHe6F0gV3zjAtR Scale = 1:14.8 1 2 3 4 9 10 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 4-11-8 4-11-8 -1-0-0 1-0-0 4-11-8 4-11-8 0-4-12-4-135.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 7.0 0.0 * 8.0 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-P 0.33 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 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 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=178/Mechanical, 2=269/0-3-8 Max Horz 2=89(LC 9) Max Uplift 4=-50(LC 12), 2=-67(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 4-9-12 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) Gable studs spaced at 1-4-0 oc. 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) All bearings are assumed to be DF No.2 crushing capacity of 625 psi. 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) 4, 2. February 21,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2001044 Truss T01 Truss Type GABLE Qty 6 Ply 1 LITTLE HOUSE Job Reference (optional) R61314536 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Feb 20 17:13:40 2020 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:05lwMcIHqW4wLxd7YI0_pszjBN_-76alk68etKCeAAj?fvGtwowZ2gw9SU3xZZVnayzjAtP Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 30 31 32 3x4 7x8 3x6 6x6 3x6 4x6 3x4 3x4 3x6 3x4 3x4 3x6 6x6 3x6 3x8 3x6 4x4 3x6 3x8 3x6 3-10-4 3-10-4 16-1-12 12-3-8 20-0-0 3-10-4 -1-0-0 1-0-0 3-10-4 3-10-4 7-5-8 3-7-4 7-10-7 0-4-15 8-10-0 0-11-9 11-2-0 2-4-0 12-1-9 0-11-9 12-6-8 0-4-15 16-1-12 3-7-4 20-0-0 3-10-4 21-0-0 1-0-0 2-0-010-10-02-0-010-10-012.00 12 Plate Offsets (X,Y)-- [4:0-0-4,0-2-4], [5:0-1-8,Edge], [6:0-2-4,0-1-12], [13:0-2-0,0-0-8], [29:0-1-10,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 7.0 0.0 * 8.0 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 0.20 0.09 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 209 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 *Except* 3-4,7-8: 2x6 DF No.2 BOT CHORD 2x12 DF SS WEBS 2x4 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, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS.All bearings 20-0-0 except (jt=length) 16=0-5-8, 16=0-5-8. (lb) - Max Horz 16=-288(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11 except 15=-274(LC 12), 13=-254(LC 13), 12=-635(LC 18), 16=-123(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 15=738(LC 20), 13=860(LC 21), 11=792(LC 20), 16=515(LC 1), 16=515(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-433/138, 3-4=-455/165, 7-8=-455/165, 8-9=-434/137, 2-16=-527/112, 9-11=-526/112 BOT CHORD 15-16=-265/266, 13-15=-131/281 WEBS 3-15=-330/300, 8-13=-329/299, 2-15=-119/304, 9-13=-122/298 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) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 8-10-0, Exterior(2) 8-10-0 to 16-1-12, Interior(1) 16-1-12 to 21-0-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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 = 8.0psf. 9) All bearings are assumed to be DF No.2 crushing capacity of 625 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 15=274, 13=254, 12=635, 16=123. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. February 21,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2001044 Truss T02 Truss Type ATTIC Qty 2 Ply 1 LITTLE HOUSE Job Reference (optional) R61314537 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Feb 20 17:13:41 2020 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:05lwMcIHqW4wLxd7YI0_pszjBN_-bI87xS9GedKVnJICDdn6S?TZP48IBvc5oDEK6OzjAtO Scale = 1:61.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 4x4 4x4 3x8 8x8 3x10 8x8 3x10 3x4 3x4 3x10 3x4 3x4 3x10 8x8 6x6 3x8 6x6 3-10-4 3-10-4 16-1-12 12-3-8 20-0-0 3-10-4 -1-0-0 1-0-0 3-10-4 3-10-4 7-5-8 3-7-4 7-10-7 0-4-15 8-10-0 0-11-9 11-2-0 2-4-0 12-1-9 0-11-9 12-6-8 0-4-15 16-1-12 3-7-4 20-0-0 3-10-4 21-0-0 1-0-0 2-0-010-10-02-0-010-10-012.00 12 Plate Offsets (X,Y)-- [5:0-1-8,Edge], [6:0-1-8,Edge], [12:0-3-8,0-5-12], [14:0-3-8,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 7.0 0.0 * 8.0 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 0.93 0.61 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.30 -0.48 0.00 -0.15 (loc) 12-14 12-14 11 12-14 l/defl >780 >488 n/a 996 L/d 240 180 n/a 360 PLATES MT20 Weight: 186 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E *Except* 5-6: 2x4 DF No.2, 3-4,7-8: 2x6 DF No.2 BOT CHORD 2x12 DF SS WEBS 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. REACTIONS.(lb/size)15=1098/0-5-8, 11=1098/0-5-8 Max Horz 15=-288(LC 10) Max Grav 15=1329(LC 2), 11=1329(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1104/3, 3-4=-681/138, 4-5=0/443, 5-6=0/661, 6-7=0/443, 7-8=-681/138, 8-9=-1104/0, 2-15=-1149/15, 9-11=-1149/15 BOT CHORD 14-15=-227/396, 12-14=-6/668 WEBS 3-14=-120/454, 4-7=-1165/127, 8-12=-120/454, 2-14=-40/514, 9-12=-42/514 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) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 8-10-0, Exterior(2) 8-10-0 to 16-1-12, Interior(1) 16-1-12 to 21-0-0 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) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-7; Wall dead load (5.0psf) on member(s).3-14, 8-12 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 8) All bearings are assumed to be DF No.2 crushing capacity of 625 psi. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. February 21,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2001044 Truss T04 Truss Type COMMON Qty 9 Ply 1 LITTLE HOUSE Job Reference (optional) R61314538 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Feb 20 17:13:42 2020 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:05lwMcIHqW4wLxd7YI0_pszjBN_-3UiV8oAuPxSMPTtOnKIL?D?snUTUwGrE1t_ueqzjAtN Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 14 13 12 15 16 17 18 3x4 4x6 3x4 4x4 5x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x4 9-0-14 9-0-14 17-6-0 8-5-2 25-11-2 8-5-2 35-0-0 9-0-14 -2-0-0 2-0-0 6-3-3 6-3-3 11-10-10 5-7-6 17-6-0 5-7-6 23-1-6 5-7-6 28-8-13 5-7-6 35-0-0 6-3-3 37-0-0 2-0-0 0-4-17-7-90-4-15.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [10:0-2-2,Edge], [13:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 7.0 0.0 * 8.0 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 0.44 0.68 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.12 (loc) 13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 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 3-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-8-3 oc bracing: 2-14. REACTIONS.(lb/size)2=1524/0-5-8, 10=1524/0-5-8 Max Horz 2=131(LC 16) Max Uplift 2=-306(LC 12), 10=-306(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2901/517, 3-5=-2607/453, 5-6=-1843/382, 6-7=-1843/382, 7-9=-2607/453, 9-10=-2901/517 BOT CHORD 2-14=-519/2590, 13-14=-351/2138, 12-13=-262/2138, 10-12=-388/2590 WEBS 6-13=-148/1031, 7-13=-692/256, 7-12=-48/437, 9-12=-341/192, 5-13=-692/256, 5-14=-47/437, 3-14=-341/192 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) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 17-6-0, Exterior(2) 17-6-0 to 21-1-3, Interior(1) 21-1-3 to 37-0-0 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) 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. 5) All bearings are assumed to be DF No.2 crushing capacity of 625 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=306, 10=306. February 21,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2001044 Truss T05 Truss Type Common Qty 3 Ply 1 LITTLE HOUSE Job Reference (optional) R61314539 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Feb 20 17:13:43 2020 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:05lwMcIHqW4wLxd7YI0_pszjBN_-XhGtM8BWAFbD1dSaK2paXQY_OtnVfjuOFXjRBHzjAtM Scale = 1:60.3 1 2 3 4 5 6 7 8 9 10 13 12 11 14 15 16 17 3x4 4x6 3x4 4x4 5x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x4 9-0-14 9-0-14 17-6-0 8-5-2 25-11-2 8-5-2 35-0-0 9-0-14 -2-0-0 2-0-0 6-3-3 6-3-3 11-10-10 5-7-6 17-6-0 5-7-6 23-1-6 5-7-6 28-8-13 5-7-6 35-0-0 6-3-3 0-4-17-7-90-4-15.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [10:0-2-2,Edge], [12:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 25.0 7.0 0.0 * 8.0 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 0.58 0.76 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.35 0.12 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 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 2-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. REACTIONS.(lb/size)2=1529/0-5-8, 10=1377/0-5-8 Max Horz 2=144(LC 12) Max Uplift 2=-306(LC 12), 10=-251(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2913/518, 3-5=-2619/454, 5-6=-1854/387, 6-7=-1854/398, 7-9=-2651/482, 9-10=-2939/540 BOT CHORD 2-13=-533/2601, 12-13=-366/2148, 11-12=-290/2160, 10-11=-438/2646 WEBS 6-12=-159/1038, 7-12=-707/263, 7-11=-62/458, 9-11=-365/203, 5-12=-692/256, 5-13=-47/438, 3-13=-341/192 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) -2-0-0 to 1-7-3, Interior(1) 1-7-3 to 17-6-0, Exterior(2) 17-6-0 to 21-1-3, Interior(1) 21-1-3 to 34-9-4 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) 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. 5) All bearings are assumed to be DF No.2 crushing capacity of 625 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=306, 10=251. February 21,2020 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Job 2001044 Truss T06 Truss Type Monopitch Qty 3 Ply 1 LITTLE HOUSE Job Reference (optional) R61314540 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Feb 20 17:13:44 2020 Page 1 Louws Truss, Inc, Ferndale, WA - 98248, ID:05lwMcIHqW4wLxd7YI0_pszjBN_-0tqGZUB8wYj4en1mulKp4e4C6HFVOJmXUBT_jjzjAtL Scale = 1:14.8 1 2 3 4 5 6 1.5x4 1.5x4 2x4 4-11-8 4-11-8 -1-0-0 1-0-0 4-11-8 4-11-8 0-4-12-4-135.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 25.0 7.0 0.0 * 8.0 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-P 0.33 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=178/Mechanical, 2=269/0-3-8 Max Horz 2=89(LC 9) Max Uplift 4=-50(LC 12), 2=-67(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 4-9-12 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) All bearings are assumed to be DF No.2 crushing capacity of 625 psi. 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) 4, 2. February 21,2020 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.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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