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HomeMy WebLinkAboutStamped Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 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 ProBuild (CarterLee Bldg Components). March 25,2021 Liu, Xuegang Pages or sheets covered by this seal: I45343994 thru I45344025 My license renewal date for the state of Indiana is July 31, 2022. B21100831 116th st garage 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss AG01 Truss Type ATTIC Qty 1 Ply 2 116th st garage Job Reference (optional) I45343994 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-4HZK0dSDgphWsyJ295dh5WUkPZChEhLS_o9Uu3zXigQ Scale = 1:68.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 20 21 22 23 24 4x8 6x8 6x6 8x16 6x8 6x16 8x8 3x8 MT18HS 6x6 4x6 14-0-07-1-128-1-147-4-12 7-4-12 21-8-4 14-3-8 27-10-8 6-2-4 -1-2-8 1-2-8 7-4-12 7-4-12 7-11-2 0-6-6 10-2-8 2-3-6 18-10-8 8-8-0 21-1-14 2-3-6 21-8-4 0-6-6 27-10-8 6-2-4 1-9-812-0-03-0-012-0-012.00 12 Plate Offsets (X,Y)-- [6:0-6-4,0-3-12], [7:0-4-0,0-3-8], [10:0-3-4,0-1-8], [11:Edge,0-3-8], [12:0-3-8,0-6-8], [14:0-2-4,0-3-0], [15:0-0-0,0-1-12], [15:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.89 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.34 0.01 -0.02 (loc) 12-14 12-14 11 14 l/defl >999 >967 n/a >999 L/d 600 600 n/a 240 PLATES MT20 MT18HS Weight: 486 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E *Except* 11-13: 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-8,2-15,10-11,10-12,6-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 20, 21 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=160(LC 7) Max Grav 15=4097(LC 14), 11=5777(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5019/0, 4-5=-3343/0, 5-6=-1989/0, 6-7=-1250/0, 7-8=-1975/0, 8-9=-3281/0, 9-10=-4981/0, 2-15=-4401/0, 10-11=-5051/0 BOT CHORD 14-15=0/820, 12-14=0/3220 WEBS 4-14=-289/1186, 5-20=-2351/0, 20-21=-2346/0, 8-21=-2150/0, 9-12=-278/1508, 2-14=0/2767, 10-12=0/3300 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-20, 20-21, 8-21 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-14 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Load case(s) 1, 2, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss AG01 Truss Type ATTIC Qty 1 Ply 2 116th st garage Job Reference (optional) I45343994 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:15 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-4HZK0dSDgphWsyJ295dh5WUkPZChEhLS_o9Uu3zXigQ NOTES- 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down at 16-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-67, 2-4=-217(F=-150), 4-5=-223(F=-150), 5-6=-217(F=-150), 6-7=-217(F=-150), 7-8=-217(F=-150), 8-9=-223(F=-150), 9-10=-217(F=-150), 11-15=-13, 5-8=-7 Concentrated Loads (lb) Vert: 24=-500(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-57, 2-4=-207(F=-150), 4-5=-213(F=-150), 5-6=-207(F=-150), 6-7=-207(F=-150), 7-8=-207(F=-150), 8-9=-213(F=-150), 9-10=-207(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Concentrated Loads (lb) Vert: 24=-500(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-4=-155(F=-150), 4-5=-159(F=-150), 5-6=-155(F=-150), 6-22=-139(F=-150), 7-22=-146(F=-150), 7-8=-147(F=-150), 8-9=-151(F=-150), 9-10=-147(F=-150), 11-15=-8, 5-8=-4 Horz: 1-2=-10, 2-6=-3, 7-10=11, 2-15=8, 10-11=9 Drag: 2-15=0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=-147(F=-150), 4-5=-151(F=-150), 5-6=-147(F=-150), 6-23=-146(F=-150), 7-23=-139(F=-150), 7-8=-155(F=-150), 8-9=-159(F=-150), 9-10=-155(F=-150), 11-15=-8, 5-8=-4 Horz: 1-2=-8, 2-6=-11, 7-10=3, 2-15=-9, 10-11=-8 Drag: 2-15=-0, 10-11=0 Concentrated Loads (lb) Vert: 24=-500(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-184(F=-150), 4-5=-190(F=-150), 5-6=-184(F=-150), 6-7=-177(F=-150), 7-8=-172(F=-150), 8-9=-178(F=-150), 9-10=-172(F=-150), 11-15=-13, 5-8=-7 Horz: 1-2=4, 2-6=7, 7-10=5, 2-15=13, 10-11=4 Drag: 2-15=0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-172(F=-150), 4-5=-178(F=-150), 5-6=-172(F=-150), 6-7=-177(F=-150), 7-8=-184(F=-150), 8-9=-190(F=-150), 9-10=-184(F=-150), 11-15=-13, 5-8=-7 Horz: 1-2=-8, 2-6=-5, 7-10=-7, 2-15=-4, 10-11=-13 Drag: 2-15=-0, 10-11=0 Concentrated Loads (lb) Vert: 24=-500(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-4=-143(F=-150), 4-5=-147(F=-150), 5-6=-143(F=-150), 6-7=-143(F=-150), 7-8=-143(F=-150), 8-9=-147(F=-150), 9-10=-143(F=-150), 11-15=-8, 5-8=-4 Horz: 1-2=-23, 2-6=-15, 7-10=15, 2-15=-12, 10-11=12 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-4=-148(F=-150), 4-5=-152(F=-150), 5-6=-148(F=-150), 6-7=-148(F=-150), 7-8=-148(F=-150), 8-9=-152(F=-150), 9-10=-148(F=-150), 11-15=-8, 5-8=-4 Horz: 1-2=-17, 2-6=-10, 7-10=10, 2-15=-12, 10-11=12 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-177(F=-150), 4-5=-184(F=-150), 5-6=-177(F=-150), 6-7=-177(F=-150), 7-8=-177(F=-150), 8-9=-184(F=-150), 9-10=-177(F=-150), 11-15=-13, 5-8=-7 Horz: 1-2=-2, 2-6=0, 7-10=-0, 2-15=-6, 10-11=6 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss AG01 Truss Type ATTIC Qty 1 Ply 2 116th st garage Job Reference (optional) I45343994 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:15 2021 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-4HZK0dSDgphWsyJ295dh5WUkPZChEhLS_o9Uu3zXigQ LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-24, 2-4=-177(F=-150), 4-5=-184(F=-150), 5-6=-177(F=-150), 6-7=-177(F=-150), 7-8=-177(F=-150), 8-9=-184(F=-150), 9-10=-177(F=-150), 11-15=-13, 5-8=-7 Horz: 1-2=-2, 2-6=0, 7-10=-0, 2-15=-6, 10-11=6 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 12) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-27, 2-4=-177(F=-150), 4-5=-183(F=-150), 5-6=-177(F=-150), 6-7=-177(F=-150), 7-8=-177(F=-150), 8-9=-183(F=-150), 9-10=-177(F=-150), 14-15=-13, 14-24=-67, 12-24=-342(F=-275), 11-12=-288(F=-275), 5-8=-7 Concentrated Loads (lb) Vert: 24=-500(F) 13) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-27, 2-4=-177(F=-150), 4-5=-183(F=-150), 5-6=-177(F=-150), 6-7=-177(F=-150), 7-8=-177(F=-150), 8-9=-183(F=-150), 9-10=-177(F=-150), 14-15=-13, 14-24=-67, 12-24=-342(F=-275), 11-12=-288(F=-275), 5-8=-7 Concentrated Loads (lb) Vert: 24=-500(F) 14) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-212(F=-150), 4-5=-219(F=-150), 5-6=-212(F=-150), 6-7=-207(F=-150), 7-8=-203(F=-150), 8-9=-210(F=-150), 9-10=-203(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Horz: 1-2=3, 2-6=5, 7-10=4, 2-15=10, 10-11=3 Drag: 2-15=0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-4=-203(F=-150), 4-5=-210(F=-150), 5-6=-203(F=-150), 6-7=-207(F=-150), 7-8=-212(F=-150), 8-9=-219(F=-150), 9-10=-212(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Horz: 1-2=-6, 2-6=-4, 7-10=-5, 2-15=-3, 10-11=-10 Drag: 2-15=-0, 10-11=0 Concentrated Loads (lb) Vert: 24=-500(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-207(F=-150), 4-5=-214(F=-150), 5-6=-207(F=-150), 6-7=-207(F=-150), 7-8=-207(F=-150), 8-9=-214(F=-150), 9-10=-207(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Horz: 1-2=-2, 2-6=0, 7-10=-0, 2-15=-5, 10-11=5 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-207(F=-150), 4-5=-214(F=-150), 5-6=-207(F=-150), 6-7=-207(F=-150), 7-8=-207(F=-150), 8-9=-214(F=-150), 9-10=-207(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Horz: 1-2=-2, 2-6=0, 7-10=-0, 2-15=-5, 10-11=5 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 20) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-67, 2-4=-217(F=-150), 4-5=-223(F=-150), 5-6=-217(F=-150), 6-7=-217(F=-150), 7-8=-177(F=-150), 8-9=-183(F=-150), 9-10=-177(F=-150), 11-15=-13, 5-8=-7 Concentrated Loads (lb) Vert: 24=-500(F) 21) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-27, 2-4=-177(F=-150), 4-5=-183(F=-150), 5-6=-177(F=-150), 6-7=-217(F=-150), 7-8=-217(F=-150), 8-9=-223(F=-150), 9-10=-217(F=-150), 11-15=-13, 5-8=-7 Concentrated Loads (lb) Vert: 24=-500(F) 22) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-57, 2-4=-207(F=-150), 4-5=-213(F=-150), 5-6=-207(F=-150), 6-7=-207(F=-150), 7-8=-177(F=-150), 8-9=-183(F=-150), 9-10=-177(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Concentrated Loads (lb) Vert: 24=-500(F) 23) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-27, 2-4=-177(F=-150), 4-5=-183(F=-150), 5-6=-177(F=-150), 6-7=-207(F=-150), 7-8=-207(F=-150), 8-9=-213(F=-150), 9-10=-207(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Concentrated Loads (lb) Vert: 24=-500(F) Continued on page 4 March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss AG01 Truss Type ATTIC Qty 1 Ply 2 116th st garage Job Reference (optional) I45343994 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:15 2021 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-4HZK0dSDgphWsyJ295dh5WUkPZChEhLS_o9Uu3zXigQ LOAD CASE(S) Standard 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=2, 2-4=-155(F=-150), 4-5=-159(F=-150), 5-6=-155(F=-150), 6-22=-139(F=-150), 7-22=-146(F=-150), 7-8=-147(F=-150), 8-9=-151(F=-150), 9-10=-147(F=-150), 11-15=-8, 5-8=-4 Horz: 1-2=-10, 2-6=-3, 7-10=11, 2-15=8, 10-11=9 Drag: 2-15=0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=-147(F=-150), 4-5=-151(F=-150), 5-6=-147(F=-150), 6-23=-146(F=-150), 7-23=-139(F=-150), 7-8=-155(F=-150), 8-9=-159(F=-150), 9-10=-155(F=-150), 11-15=-8, 5-8=-4 Horz: 1-2=-8, 2-6=-11, 7-10=3, 2-15=-9, 10-11=-8 Drag: 2-15=-0, 10-11=0 Concentrated Loads (lb) Vert: 24=-500(F) 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-184(F=-150), 4-5=-190(F=-150), 5-6=-184(F=-150), 6-7=-177(F=-150), 7-8=-172(F=-150), 8-9=-178(F=-150), 9-10=-172(F=-150), 11-15=-13, 5-8=-7 Horz: 1-2=4, 2-6=7, 7-10=5, 2-15=13, 10-11=4 Drag: 2-15=0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-172(F=-150), 4-5=-178(F=-150), 5-6=-172(F=-150), 6-7=-177(F=-150), 7-8=-184(F=-150), 8-9=-190(F=-150), 9-10=-184(F=-150), 11-15=-13, 5-8=-7 Horz: 1-2=-8, 2-6=-5, 7-10=-7, 2-15=-4, 10-11=-13 Drag: 2-15=-0, 10-11=0 Concentrated Loads (lb) Vert: 24=-500(F) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-4=-143(F=-150), 4-5=-147(F=-150), 5-6=-143(F=-150), 6-7=-143(F=-150), 7-8=-143(F=-150), 8-9=-147(F=-150), 9-10=-143(F=-150), 11-15=-8, 5-8=-4 Horz: 1-2=-23, 2-6=-15, 7-10=15, 2-15=-12, 10-11=12 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-4=-148(F=-150), 4-5=-152(F=-150), 5-6=-148(F=-150), 6-7=-148(F=-150), 7-8=-148(F=-150), 8-9=-152(F=-150), 9-10=-148(F=-150), 11-15=-8, 5-8=-4 Horz: 1-2=-17, 2-6=-10, 7-10=10, 2-15=-12, 10-11=12 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-177(F=-150), 4-5=-184(F=-150), 5-6=-177(F=-150), 6-7=-177(F=-150), 7-8=-177(F=-150), 8-9=-184(F=-150), 9-10=-177(F=-150), 11-15=-13, 5-8=-7 Horz: 1-2=-2, 2-6=0, 7-10=-0, 2-15=-6, 10-11=6 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-177(F=-150), 4-5=-184(F=-150), 5-6=-177(F=-150), 6-7=-177(F=-150), 7-8=-177(F=-150), 8-9=-184(F=-150), 9-10=-177(F=-150), 11-15=-13, 5-8=-7 Horz: 1-2=-2, 2-6=0, 7-10=-0, 2-15=-6, 10-11=6 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-212(F=-150), 4-5=-219(F=-150), 5-6=-212(F=-150), 6-7=-207(F=-150), 7-8=-203(F=-150), 8-9=-210(F=-150), 9-10=-203(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Horz: 1-2=3, 2-6=5, 7-10=4, 2-15=10, 10-11=3 Drag: 2-15=0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) Continued on page 5 March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss AG01 Truss Type ATTIC Qty 1 Ply 2 116th st garage Job Reference (optional) I45343994 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:15 2021 Page 5 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-4HZK0dSDgphWsyJ295dh5WUkPZChEhLS_o9Uu3zXigQ LOAD CASE(S) Standard 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-4=-203(F=-150), 4-5=-210(F=-150), 5-6=-203(F=-150), 6-7=-207(F=-150), 7-8=-212(F=-150), 8-9=-219(F=-150), 9-10=-212(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Horz: 1-2=-6, 2-6=-4, 7-10=-5, 2-15=-3, 10-11=-10 Drag: 2-15=-0, 10-11=0 Concentrated Loads (lb) Vert: 24=-500(F) 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-207(F=-150), 4-5=-214(F=-150), 5-6=-207(F=-150), 6-7=-207(F=-150), 7-8=-207(F=-150), 8-9=-214(F=-150), 9-10=-207(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Horz: 1-2=-2, 2-6=0, 7-10=-0, 2-15=-5, 10-11=5 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-207(F=-150), 4-5=-214(F=-150), 5-6=-207(F=-150), 6-7=-207(F=-150), 7-8=-207(F=-150), 8-9=-214(F=-150), 9-10=-207(F=-150), 14-15=-13, 14-24=-53, 12-24=-260(F=-206), 11-12=-220(F=-206), 5-8=-7 Horz: 1-2=-2, 2-6=0, 7-10=-0, 2-15=-5, 10-11=5 Drag: 2-15=-0, 10-11=-0 Concentrated Loads (lb) Vert: 24=-500(F) March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss AT01 Truss Type Attic Qty 20 Ply 1 116th st garage Job Reference (optional) I45343995 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-YT7iEzTrR7pNT5uEip8wej0xUyevzEYbDSu1QWzXigP Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 20 21 22 23 24 25 26 27 28 4x6 6x8 6x6 3x6 6x8 5x6 5x6 6x6 3x6 5x6 4x6 14-0-07-1-128-1-147-4-12 7-4-12 21-8-4 14-3-8 29-1-0 7-4-12 -1-2-8 1-2-8 7-4-12 7-4-12 7-11-2 0-6-6 10-2-8 2-3-6 18-10-8 8-8-0 21-1-14 2-3-6 21-8-4 0-6-6 29-1-0 7-4-12 1-9-812-0-01-9-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [6:0-5-8,0-3-0], [7:0-3-8,0-3-0], [10:Edge,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.50 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.22 0.01 -0.05 (loc) 12-14 12-14 11 14 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 249 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-8,6-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-21, 6-21 JOINTS 1 Brace at Jt(s): 20, 21 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=153(LC 11) Max Grav 15=1442(LC 18), 11=1358(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1637/0, 4-5=-1050/42, 5-6=-656/19, 6-7=-415/14, 7-8=-647/17, 8-9=-1052/45, 9-10=-1628/0, 2-15=-1473/4, 10-11=-1395/0 BOT CHORD 14-15=-130/296, 12-14=0/1069 WEBS 4-14=-42/511, 5-20=-701/63, 20-21=-697/65, 8-21=-714/67, 9-12=-58/500, 2-14=0/953, 10-12=0/969 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-2-8, Exterior(2R) 10-2-8 to 14-5-7, Interior(1) 14-5-7 to 18-10-8, Exterior(2R) 18-10-8 to 23-1-7, Interior(1) 23-1-7 to 28-11-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-20, 20-21, 8-21 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-14 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss AT02 Truss Type ATTIC Qty 11 Ply 1 116th st garage Job Reference (optional) I45343996 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-0fh4RIUTCRxE5FTRGWf9AxZ6DMz8ih0lS6eazyzXigO Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 22 23 24 25 26 27 28 29 4x6 6x8 6x6 4x6 3x6 6x8 5x6 5x6 6x6 3x6 6x6 4x6 14-0-07-1-128-1-147-4-12 7-4-12 21-8-4 14-3-8 29-1-0 7-4-12 -1-2-8 1-2-8 7-4-12 7-4-12 7-11-2 0-6-6 10-2-8 2-3-6 18-10-8 8-8-0 21-1-14 2-3-6 21-8-4 0-6-6 29-1-0 7-4-12 30-3-8 1-2-8 1-9-812-0-01-9-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [6:0-5-8,0-3-0], [7:0-3-8,0-3-0], [11:0-3-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.50 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.22 0.01 -0.05 (loc) 14-16 14-16 13 16 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 252 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-8,6-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 22-23, 6-23 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS. (size)17=0-3-8, 13=0-3-8 Max Horz 17=-159(LC 10) Max Grav 17=1440(LC 18), 13=1440(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1631/0, 4-5=-1048/42, 5-6=-657/19, 6-7=-424/16, 7-8=-652/19, 8-9=-1049/43, 9-11=-1630/0, 2-17=-1468/4, 11-13=-1467/5 BOT CHORD 16-17=-116/305, 14-16=0/1072 WEBS 4-16=-44/508, 5-22=-692/62, 22-23=-689/64, 8-23=-703/63, 9-14=-46/506, 2-16=0/947, 11-14=0/951 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-2-8, Exterior(2R) 10-2-8 to 14-5-7, Interior(1) 14-5-7 to 18-10-8, Exterior(2R) 18-10-8 to 23-1-7, Interior(1) 23-1-7 to 30-3-8 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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-22, 22-23, 8-23 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 14-16 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss AT03 Truss Type Attic Qty 1 Ply 1 116th st garage Job Reference (optional) I45343997 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-UrFTeeU5zk35jP2dqDBOj86HjmJNR7LugmN8VOzXigN Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 20 21 22 23 24 25 26 27 28 4x6 6x8 6x6 3x6 6x8 4x8 5x6 6x6 3x6 4x6 4x6 14-0-07-1-128-1-147-4-12 7-4-12 21-8-4 14-3-8 27-10-8 6-2-4 -1-2-8 1-2-8 7-4-12 7-4-12 7-11-2 0-6-6 10-2-8 2-3-6 18-10-8 8-8-0 21-1-14 2-3-6 21-8-4 0-6-6 27-10-8 6-2-4 1-9-812-0-03-0-012-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [6:0-5-8,0-3-0], [7:0-3-8,0-3-0], [10:0-2-12,0-1-8], [14:0-3-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.50 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.22 0.01 -0.05 (loc) 12-14 12-14 11 14 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 241 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-8,6-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 20-21, 6-21 JOINTS 1 Brace at Jt(s): 20, 21 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=160(LC 11) Max Grav 15=1385(LC 18), 11=1324(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1504/0, 4-5=-978/45, 5-6=-662/20, 6-7=-432/23, 7-8=-660/22, 8-9=-988/43, 9-10=-1453/0, 2-15=-1363/7, 10-11=-1475/0 BOT CHORD 14-15=-140/314, 12-14=0/972 WEBS 4-14=-93/451, 5-20=-575/62, 20-21=-572/64, 8-21=-613/58, 9-12=-116/430, 2-14=0/830, 10-12=0/1035 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 10-2-8, Exterior(2R) 10-2-8 to 14-5-7, Interior(1) 14-5-7 to 18-10-8, Exterior(2R) 18-10-8 to 23-1-7, Interior(1) 23-1-7 to 27-8-15 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) All plates are 2x4 MT20 unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-20, 20-21, 8-21 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-14 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 116th st garage Job Reference (optional) I45343998 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-y2prs_Vkk2ByKZdpOxidFMeaYAmZAhw2vQ7h1qzXigM Scale = 1:34.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 4x6 6-7-06-7-0 -1-2-8 1-2-8 3-3-8 3-3-8 6-7-0 3-3-8 7-9-8 1-2-8 1-9-85-1-01-9-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.06 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 6-7-0. (lb) - Max Horz 12=-119(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 9 except 12=-103(LC 12), 8=-103(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12, 8, 10, 11, 9 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 3-3-8, Corner(3R) 3-3-8 to 6-5-4, Exterior(2N) 6-5-4 to 7-9-8 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 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 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) 11, 9 except (jt=lb) 12=103, 8=103. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss GE02 Truss Type GABLE Qty 1 Ply 1 116th st garage Job Reference (optional) I45343999 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-QEND3KWMUMJoyjC?xeDsoZBdSaxGv0EB84sFZHzXigL Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 20 21 47 48 49 50 4x6 6x8 6x6 4x6 8x8 8x8 8x8 6x6 3x6 5x6 4x6 14-0-07-1-128-1-147-4-12 7-4-12 21-8-4 14-3-8 29-1-0 7-4-12 -1-2-8 1-2-8 7-4-12 7-4-12 7-11-2 0-6-6 10-2-8 2-3-6 18-10-8 8-8-0 21-1-14 2-3-6 21-8-4 0-6-6 29-1-0 7-4-12 1-9-812-0-01-9-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [6:0-5-8,0-3-0], [7:0-3-8,0-3-0], [10:0-3-4,0-1-0], [12:0-3-8,0-4-12], [14:0-3-8,0-4-12], [31:0-2-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.73 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.32 0.01 -0.08 (loc) 12-14 12-14 11 14 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 293 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-8,6-21: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-21, 6-21 JOINTS 1 Brace at Jt(s): 20, 21 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=230(LC 11) Max Grav 15=1611(LC 18), 11=1534(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1897/35, 4-5=-1165/122, 5-6=-631/38, 6-7=-403/24, 7-8=-622/33, 8-9=-1167/123, 9-10=-1888/0, 2-15=-1664/64, 10-11=-1600/22 BOT CHORD 14-15=-203/357, 12-14=0/1272 WEBS 4-14=0/792, 5-20=-908/151, 20-21=-903/153, 8-21=-921/157, 9-12=0/781, 2-14=0/1182, 10-12=0/1195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 10-2-8, Corner(3R) 10-2-8 to 13-2-8, Exterior(2N) 13-2-8 to 18-10-8, Corner(3R) 18-10-8 to 21-8-7, Exterior(2N) 21-8-7 to 28-11-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-20, 20-21, 8-21 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-14 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Attic room checked for L/360 deflection. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss GE03 Truss Type GABLE Qty 1 Ply 1 116th st garage Job Reference (optional) I45344000 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-MdUzU0Yc0zZWB0MO33FKt_GyfNdsNvKUbNLLe9zXigJ Scale = 1:70.8 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 20 21 47 48 49 50 4x6 6x8 6x6 4x6 8x8 5x6 8x8 6x6 3x6 4x6 4x6 3x6 14-0-07-1-128-1-147-4-12 7-4-12 21-8-4 14-3-8 27-10-8 6-2-4 -1-2-8 1-2-8 7-4-12 7-4-12 7-11-2 0-6-6 10-2-8 2-3-6 18-10-8 8-8-0 21-1-14 2-3-6 21-8-4 0-6-6 27-10-8 6-2-4 1-9-812-0-03-0-012-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [6:0-5-8,0-3-0], [7:0-3-8,0-3-0], [10:0-2-12,0-1-8], [12:0-3-8,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.73 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.31 0.01 -0.08 (loc) 12-14 12-14 11 14 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 284 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP No.1 WEBS 2x4 SPF-S Stud *Except* 5-8,6-21: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 20-21, 6-21 JOINTS 1 Brace at Jt(s): 20, 21 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=240(LC 11) Max Grav 15=1546(LC 18), 11=1504(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1748/31, 4-5=-1083/121, 5-6=-637/44, 6-7=-416/41, 7-8=-633/45, 8-9=-1097/118, 9-10=-1699/42, 2-15=-1541/63, 10-11=-1713/18 BOT CHORD 14-15=-210/376, 12-14=0/1165 WEBS 4-14=-16/720, 5-20=-803/140, 20-21=-799/143, 8-21=-839/134, 9-12=-43/689, 2-14=0/1044, 10-12=0/1250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-2-8 to 1-9-8, Exterior(2N) 1-9-8 to 10-2-8, Corner(3R) 10-2-8 to 13-2-8, Exterior(2N) 13-2-8 to 18-10-8, Corner(3R) 18-10-8 to 21-8-7, Exterior(2N) 21-8-7 to 27-8-15 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 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-20, 20-21, 8-21 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-14 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Attic room checked for L/360 deflection. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 116th st garage Job Reference (optional) I45344001 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-rp2MiMYEnHiNpAwadnmZQCpIsn766WMdq15vAczXigI Scale = 1:17.6 12 3 4 5 67 8 3x4 3x4 2x4 2x4 2x4 2x4 8-8-08-8-0 2-8-0 2-8-0 6-0-0 3-4-0 8-8-0 2-8-0 0-5-32-6-80-1-80-5-30-1-82-6-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [3:0-1-8,Edge], [5:0-1-8,Edge], [6:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-6-10, 6=7-6-10, 8=7-6-10 Max Horz 2=-29(LC 10) Max Uplift 2=-13(LC 12), 6=-13(LC 12) Max Grav 2=227(LC 1), 6=227(LC 1), 8=193(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 116th st garage Job Reference (optional) I45344002 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-J?ckviZsYaqERKVnAUHoyPLREBSBrzPn3hqSi2zXigH Scale: 1/2"=1' 1 2 3 4 5 67 8 9 10 3x4 3x4 2x4 2x4 2x4 2x4 8-8-08-8-0 4-0-0 4-0-0 4-8-0 0-8-0 8-8-0 4-0-0 0-5-33-10-80-1-80-5-30-1-83-10-812.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-14], [3:0-1-8,Edge], [5:0-1-8,Edge], [6:0-4-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-6-10, 6=7-6-10, 8=7-6-10 Max Horz 2=-45(LC 10) Max Uplift 2=-15(LC 12), 6=-15(LC 12) Max Grav 2=218(LC 1), 6=218(LC 1), 8=212(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 4-0-0, Exterior(2E) 4-0-0 to 8-5-2 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss PB03 Truss Type Piggyback Qty 2 Ply 1 116th st garage Job Reference (optional) I45344003 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-J?ckviZsYaqERKVnAUHoyPLQXBSxrzVn3hqSi2zXigH Scale = 1:28.3 2 3 4 6 1 7 8 5 4x6 3x4 3x4 2x4 8-4-08-4-0 4-2-0 4-2-0 8-4-0 4-2-0 0-5-34-0-80-1-80-1-00-1-812.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-1-8], [4:0-1-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.11 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-4-0 except (jt=length) 5=0-3-8, 5=0-3-8. (lb) - Max Horz 1=70(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 1=-332(LC 17), 2=-179(LC 12), 4=-156(LC 12), 5=-246(LC 18), 5=-226(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 5 except 2=526(LC 17), 4=452(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 4-2-0, Exterior(2R) 4-2-0 to 7-2-0, Interior(1) 7-2-0 to 8-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332 lb uplift at joint 1, 179 lb uplift at joint 2, 156 lb uplift at joint 4 and 246 lb uplift at joint 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss PB04 Truss Type Piggyback Qty 31 Ply 1 116th st garage Job Reference (optional) I45344004 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-nCA672aUJuy52U4zkBp1VduaJbobaQUwHLa?FUzXigG Scale = 1:28.5 1 2 3 45 6 7 8 4x6 2x4 2x4 2x4 8-8-08-8-0 4-4-0 4-4-0 8-8-0 4-4-0 0-5-34-2-80-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.08 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=7-6-10, 4=7-6-10, 6=7-6-10 Max Horz 2=-48(LC 10) Max Uplift 2=-18(LC 12), 4=-18(LC 12) Max Grav 2=221(LC 1), 4=221(LC 1), 6=205(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 4-4-0, Exterior(2R) 4-4-0 to 7-4-0, Interior(1) 7-4-0 to 8-5-2 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 2 and 18 lb uplift at joint 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 116th st garage Job Reference (optional) I45344005 8.240 s Apr 4 2020 MiTek Industries, Inc. Thu Mar 25 08:07:40 2021 Page 1 Probuild, Morresville, ind.ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-v1ap990U87Qq38u4nIzfcxMA3tM5CaVkzVpq0wzXSNX Scale = 1:17.2 2 3 4 5 6 8 1 9 10 7 3x4 3x4 2x4 2x4 2x4 2x4 8-8-08-8-0 1-4-0 1-4-0 7-4-0 6-0-0 8-8-0 1-4-0 0-5-31-2-80-1-80-1-00-1-81-2-812.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [5:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6-8 6-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-8-0 except (jt=length) 7=0-3-8, 7=0-3-8. (lb) - Max Horz 1=21(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 8, 7, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 2, 6 except 8=299(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-14 to 1-4-0, Exterior(2R) 1-4-0 to 5-6-15, Interior(1) 5-6-15 to 7-4-0, Exterior(2E) 7-4-0 to 8-5-12 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 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 8, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss PBE02 Truss Type Piggyback Qty 1 Ply 1 116th st garage Job Reference (optional) I45344006 8.240 s Apr 4 2020 MiTek Industries, Inc. Thu Mar 25 08:08:12 2021 Page 1 Probuild, Morresville, ind.ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-zBWvt6PZcySIv3KDf0Y9vhge_mHai2QRKTZX93zXSN1 Scale = 1:17.2 2 3 4 5 6 8 1 9 10 7 3x4 3x4 2x4 2x4 2x4 2x4 8-8-08-8-0 1-4-0 1-4-0 7-4-0 6-0-0 8-8-0 1-4-0 0-5-31-2-80-1-80-1-00-1-81-2-812.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [5:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.11 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6-8 6-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-8-0 except (jt=length) 7=0-3-8, 7=0-3-8. (lb) - Max Horz 1=21(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 8, 7, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 2, 6 except 8=299(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-14 to 1-4-0, Exterior(2R) 1-4-0 to 5-6-15, Interior(1) 5-6-15 to 7-4-0, Exterior(2E) 7-4-0 to 8-5-12 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 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 8, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss T01 Truss Type GABLE Qty 1 Ply 1 116th st garage Job Reference (optional) I45344007 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-fzQdyPd?N7SXX5Okz1tzfT36qC5yW8OWCzYDOFzXigC Scale = 1:70.6 1 2 3 4 5 6 12 11 10 9 8 7 53 54 55 56 57 58 59 60 8x8 8x8 3x4 3x4 3x4 3x4 6x8 3x4 6x8 3x6 5x6 3x6 6x16 8-2-88-2-8 12-4-84-2-0 16-6-84-2-0 24-9-08-2-8 -1-2-8 1-2-8 8-2-8 8-2-8 16-6-8 8-4-0 24-9-0 8-2-8 25-11-8 1-2-8 3-9-812-0-03-9-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-0,0-5-12], [4:0-6-0,0-5-12], [5:0-3-8,Edge], [10:0-3-0,0-3-0], [13:0-1-4,0-1-8], [15:0-1-4,0-1-8], [30:0-1-13,0-1-0], [33:0-1-13,0-1-0], [37:0-7-12,0-0-10], [44:0-1-13,0-1-0], [47:0-1-13,0-1-0], [50:0-1-13,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.44 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.25 0.01 (loc) 7-8 7-8 7 l/defl >999 >585 n/a L/d 240 180 n/a PLATES MT20 Weight: 280 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,5-7,51-52,13-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 19-20,24-25,26-27,38-39: 2x4 SPF 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 4-9 REACTIONS. (size)12=0-3-8, 9=0-3-8, 7=0-3-8 Max Horz 12=-256(LC 10) Max Uplift 12=-16(LC 12), 7=-16(LC 12) Max Grav 12=660(LC 25), 9=1006(LC 17), 7=666(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/101, 4-5=-431/101, 2-12=-543/76, 5-7=-543/67 BOT CHORD 11-12=-228/274, 9-11=-80/298, 8-9=-26/251 WEBS 3-11=0/303, 3-9=-566/37, 4-9=-553/28, 4-8=0/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-2-8, Exterior(2R) 8-2-8 to 12-5-7 , Interior(1) 12-5-7 to 16-6-8, Exterior(2R) 16-6-8 to 20-9-7, Interior(1) 20-9-7 to 25-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 12 and 16 lb uplift at joint 7. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss T02 Truss Type Piggyback Base Qty 1 Ply 1 116th st garage Job Reference (optional) I45344008 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-79z?Aled8QaO9FzwXlOCCgbHrcSUFcbfRdHmwizXigB Scale = 1:74.2 1 2 3 4 5 6 15 14 13 12 11 9 8 7 16 17 18 19 20 21 22 23 10 24 25 8x8 2x4 3x6 3x6 2x4 3x4 2x4 3x6 8x8 6x8 2x4 6x8 1-2-41-2-4 8-2-87-0-4 11-10-123-8-4 13-0-01-1-4 16-6-83-6-8 23-6-127-0-4 24-9-01-2-4 -1-2-8 1-2-8 8-2-8 8-2-8 16-6-8 8-4-0 24-9-0 8-2-8 25-11-8 1-2-8 3-9-812-0-03-9-812-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-8,Edge], [4:0-3-8,Edge], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.29 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.01 0.00 (loc) 13-14 8-9 7 13 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,2-14,5-7,5-8: 2x4 SPF-S Stud 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 3-11, 4-11, 4-8, 2-15, 5-7 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 15=-171(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 15, 14, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 15, 7, 10 except 14=585(LC 17), 11=844(LC 17), 8=605(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-257/161 WEBS 3-14=-316/32, 3-11=-488/8, 4-11=-443/0, 4-8=-328/9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 8-2-8, Exterior(2R) 8-2-8 to 12-5-7 , Interior(1) 12-5-7 to 16-6-8, Exterior(2R) 16-6-8 to 20-9-7, Interior(1) 20-9-7 to 25-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 14, 8, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss T03 Truss Type Half Hip Qty 1 Ply 1 116th st garage Job Reference (optional) I45344009 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-cMXNN5fFvkiFmPY75SvRlu8S2?pU_5FpgH1KS8zXigA Scale: 1/2"=1' 1 2 3 4 7 6 5 8 94x8 2x4 3x4 2x4 3x4 3x6 2-0-02-0-0 9-0-07-0-0 -1-2-8 1-2-8 2-0-0 2-0-0 9-0-0 7-0-0 1-9-83-9-812.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.24 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 7=0-3-8 Max Horz 7=73(LC 9) Max Uplift 5=-28(LC 9), 7=-12(LC 12) Max Grav 5=341(LC 1), 7=446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-284/52, 2-7=-460/65 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 2-0-0, Exterior(2R) 2-0-0 to 6-2-15, Interior(1) 6-2-15 to 8-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss T04 Truss Type Half Hip Qty 1 Ply 1 116th st garage Job Reference (optional) I45344010 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-cMXNN5fFvkiFmPY75SvRlu8Xa?qq_54pgH1KS8zXigA Scale: 3/8"=1' 1 2 3 4 7 6 5 8 9 10 4x8 2x4 3x4 2x4 3x4 3x6 3-4-03-4-0 9-0-05-8-0 -1-2-8 1-2-8 3-4-0 3-4-0 9-0-0 5-8-0 1-9-85-1-812.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.16 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 7=0-3-8 Max Horz 7=97(LC 9) Max Uplift 5=-36(LC 9), 7=-10(LC 12) Max Grav 5=341(LC 1), 7=446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-297/54, 2-7=-433/74 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-4-0, Exterior(2R) 3-4-0 to 7-6-15 , Interior(1) 7-6-15 to 8-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss T05 Truss Type Roof Special Qty 1 Ply 1 116th st garage Job Reference (optional) I45344011 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-4Y5lbRftg2q5OZ6JeARgH5hn3PByjYhyuxmt_azXig9 Scale = 1:38.2 1 2 3 4 5 8 7 6 9 4x6 4x6 2x4 2x4 4x10 3x4 3x6 4-11-04-11-0 9-0-04-1-0 -1-2-8 1-2-8 3-8-4 3-8-4 4-11-0 1-2-12 9-0-0 4-1-0 1-9-84-3-05-5-124-3-012.00 12 Plate Offsets (X,Y)-- [7:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.10 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 8=0-3-8 Max Horz 8=95(LC 11) Max Uplift 6=-22(LC 9), 8=-12(LC 12) Max Grav 6=341(LC 1), 8=446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-301/50, 3-4=-284/92, 5-6=-321/88, 2-8=-420/80 WEBS 4-7=-356/103, 5-7=-82/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-8-4, Exterior(2E) 3-8-4 to 4-11-0 , Interior(1) 4-11-0 to 8-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss T06 Truss Type Roof Special Qty 1 Ply 1 116th st garage Job Reference (optional) I45344012 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Ykf7ongWRLyy0jhVCtyvqJD_lpVWS_A67bWRX0zXig8 Scale = 1:38.2 1 2 3 4 5 8 7 6 9 4x8 4x6 2x4 3x8 3x4 2x4 3x4 6-3-06-3-0 9-0-02-9-0 -1-2-8 1-2-8 3-8-4 3-8-4 6-3-0 2-6-12 9-0-0 2-9-0 1-9-82-11-05-5-122-11-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.21 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 8=0-3-8 Max Horz 8=86(LC 11) Max Uplift 6=-2(LC 9), 8=-13(LC 12) Max Grav 6=341(LC 1), 8=446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-419/102, 5-6=-340/57 WEBS 3-7=-53/294, 4-7=-437/109, 5-7=-50/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-8-4, Exterior(2E) 3-8-4 to 6-3-0, Interior(1) 6-3-0 to 8-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss T07 Truss Type Common Qty 2 Ply 1 116th st garage Job Reference (optional) I45344013 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-0wDW?6h8Bf4pdsGimaT8MWm8UDt_BUkFMFF_3TzXig7 Scale = 1:38.3 1 2 3 4 7 6 5 8 9 4x6 3x6 2x4 2x4 3x8 3x6 3-8-43-8-4 7-4-83-8-4 -1-2-8 1-2-8 3-8-4 3-8-4 7-4-8 3-8-4 1-9-85-5-121-9-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.07 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=79(LC 11) Max Uplift 7=-14(LC 12) Max Grav 7=382(LC 1), 5=275(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-364/103, 4-5=-256/70 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-8-4, Exterior(2R) 3-8-4 to 6-8-4, Interior(1) 6-8-4 to 7-2-12 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss T08 Truss Type Common Qty 2 Ply 1 116th st garage Job Reference (optional) I45344014 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-U7nuDSimyzCgF0ruKI_NvkJJDdDCwxxObv?XbvzXig6 Scale = 1:37.0 1 2 3 6 5 4 7 8 3x6 4x6 3x6 2x4 2x4 3x8 3-8-43-8-4 7-4-83-8-4 3-8-4 3-8-4 7-4-8 3-8-4 1-9-85-5-121-9-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.07 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=68(LC 11) Max Grav 6=283(LC 1), 4=283(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-265/68, 3-4=-265/68 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-8-4, Exterior(2R) 3-8-4 to 6-8-4, Interior(1) 6-8-4 to 7-2-12 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 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss T09 Truss Type Common Qty 1 Ply 1 116th st garage Job Reference (optional) I45344015 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-yJLGQoiOjGKXtAQ4t?VcRxrWa0ZgfOQYpZk57LzXig5 Scale = 1:34.6 1 2 3 4 5 8 7 6 4x6 2x4 2x4 3x8 3x6 3x6 3-3-83-3-8 6-7-03-3-8 -1-2-8 1-2-8 3-3-8 3-3-8 6-7-0 3-3-8 7-9-8 1-2-8 1-9-85-1-01-9-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 600 600 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-80(LC 10) Max Uplift 8=-17(LC 12), 6=-17(LC 12) Max Grav 8=342(LC 1), 6=342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-325/108, 4-6=-325/108 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-2-8 to 1-9-8, Interior(1) 1-9-8 to 3-3-8, Exterior(2R) 3-3-8 to 6-5-4, Interior(1) 6-5-4 to 7-9-8 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss V01 Truss Type Valley Qty 1 Ply 1 116th st garage Job Reference (optional) I45344016 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-QVuee8j0UaSOUK?HRj0r_9Oc0QtgOpah2DUegozXig4 Scale = 1:78.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x6 4x6 3x6 3x4 3x6 3x4 26-0-826-0-8 26-0-120-0-4 13-0-6 13-0-6 26-0-12 13-0-6 0-0-413-0-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.13 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 4-14, 6-11 REACTIONS.All bearings 26-0-4. (lb) - Max Horz 1=150(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=295(LC 17), 14=393(LC 17), 15=470(LC 17), 11=393(LC 18), 10=470(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-271/96, 2-15=-321/104, 6-11=-271/96, 8-10=-321/104 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 13-0-6, Exterior(2R) 13-0-6 to 16-0-6, Interior(1) 16-0-6 to 25-8-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 11, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss V02 Truss Type Valley Qty 1 Ply 1 116th st garage Job Reference (optional) I45344017 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:38 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-uiS0rUkeFuaF6UaT?QY4XMxnCqDQ7DjrHtDCCEzXig3 Scale = 1:73.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 3x6 4x6 3x6 3x4 3x6 3x4 0-0-40-0-4 23-4-1223-4-8 11-8-6 11-8-6 23-4-12 11-8-6 0-0-411-8-60-0-412.00 12 Plate Offsets (X,Y)-- [14:0-2-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.16 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud *Except* 9-14: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF 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 5-12 REACTIONS.All bearings 23-4-4. (lb) - Max Horz 1=-133(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 13, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=287(LC 17), 13=419(LC 17), 15=379(LC 17), 11=418(LC 18), 10=380(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-287/101, 2-15=-264/87, 6-11=-287/101, 8-10=-263/86 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 11-8-6, Exterior(2R) 11-8-6 to 14-8-6, Interior(1) 14-8-6 to 23-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15, 11, 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss V03 Truss Type Valley Qty 1 Ply 1 116th st garage Job Reference (optional) I45344018 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Nu0P3qlG0Bj6ke9fZ83J3aT?vEaRshm_VXzlkgzXig2 Scale = 1:62.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 173x4 4x6 3x4 3x6 0-0-40-0-4 20-8-1220-8-8 10-4-6 10-4-6 20-8-12 10-4-6 0-0-410-4-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.11 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-10: 2x4 SPF 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 4-10 REACTIONS.All bearings 20-8-4. (lb) - Max Horz 1=-117(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 11, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=278(LC 17), 11=428(LC 17), 13=306(LC 17), 9=427(LC 18), 8=307(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-296/104, 5-9=-296/104 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 10-4-6, Exterior(2R) 10-4-6 to 13-4-6, Interior(1) 13-4-6 to 20-4-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 11, 13, 9, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss V04 Truss Type Valley Qty 1 Ply 1 116th st garage Job Reference (optional) I45344019 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-Nu0P3qlG0Bj6ke9fZ83J3aTzQEYOsis_VXzlkgzXig2 Scale = 1:59.2 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 18-0-1218-0-8 9-0-6 9-0-6 18-0-12 9-0-6 0-0-49-0-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.24 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF 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 3-8 REACTIONS.All bearings 18-0-4. (lb) - Max Horz 1=-102(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=254(LC 17), 9=490(LC 17), 6=490(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-342/125, 4-6=-345/126 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 9-0-6, Exterior(2R) 9-0-6 to 12-0-6, Interior(1) 12-0-6 to 17-8-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss V05 Truss Type Valley Qty 1 Ply 1 116th st garage Job Reference (optional) I45344020 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-r4anGAmvnVrzLnkr6raYcn0AeewrbAI8kBiIH7zXig1 Scale = 1:50.6 1 2 3 4 5 8 7 6 9 10 11 12 13 143x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-4-815-4-8 15-4-120-0-4 7-8-6 7-8-6 15-4-12 7-8-6 0-0-47-8-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.10 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-4. (lb) - Max Horz 1=86(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=261(LC 17), 8=401(LC 17), 6=401(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-289/120, 4-6=-289/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 7-8-6, Exterior(2R) 7-8-6 to 10-8-6, Interior(1) 10-8-6 to 15-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss V06 Truss Type Valley Qty 1 Ply 1 116th st garage Job Reference (optional) I45344021 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:41 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-JH89TWmXYpzqzxJ2gZ5n8?YLl1G8KePHzrSspZzXig0 Scale = 1:42.0 1 2 3 4 5 8 7 6 9 10 11 123x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 12-8-1212-8-8 6-4-6 6-4-6 12-8-12 6-4-6 0-0-46-4-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.10 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-8-4. (lb) - Max Horz 1=70(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=263(LC 17), 8=336(LC 17), 6=336(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-258/128, 4-6=-258/128 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-4-6, Exterior(2R) 6-4-6 to 9-4-6, Interior(1) 9-4-6 to 12-4-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss V07 Truss Type Valley Qty 1 Ply 1 116th st garage Job Reference (optional) I45344022 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-nTiXhsn9J65hb5tEEGc0hC5QJRbh35pQCVBPL?zXig? Scale = 1:32.8 1 2 3 4 5 6 3x4 4x6 3x4 2x4 0-0-40-0-4 10-0-1210-0-8 5-0-6 5-0-6 10-0-12 5-0-6 0-0-45-0-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.14 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-0-4, 3=10-0-4, 4=10-0-4 Max Horz 1=-55(LC 10) Max Uplift 1=-6(LC 12), 3=-6(LC 12) Max Grav 1=216(LC 1), 3=216(LC 1), 4=317(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-0-6, Exterior(2R) 5-0-6 to 8-0-6, Interior(1) 8-0-6 to 9-8-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss V08 Truss Type Valley Qty 1 Ply 1 116th st garage Job Reference (optional) I45344023 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-FfGvuBon4QDYDFSQoz7FEQedYrw3oZ2aQ9xytRzXig_ Scale = 1:26.1 1 2 3 4 5 6 2x4 4x6 2x4 2x4 0-0-40-0-4 7-4-127-4-8 3-8-6 3-8-6 7-4-12 3-8-6 0-0-43-8-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.40 0.13 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-4-4, 3=7-4-4, 4=7-4-4 Max Horz 1=-39(LC 10) Max Uplift 1=-10(LC 12), 3=-10(LC 12) Max Grav 1=167(LC 1), 3=167(LC 1), 4=202(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 3-8-6, Exterior(2R) 3-8-6 to 6-8-6, Interior(1) 6-8-6 to 7-0-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss V09 Truss Type Valley Qty 1 Ply 1 116th st garage Job Reference (optional) I45344024 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-FfGvuBon4QDYDFSQoz7FEQehkryKoZUaQ9xytRzXig_ Scale = 1:14.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 4-8-124-8-8 2-4-6 2-4-6 4-8-12 2-4-6 0-0-42-4-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-4, 3=4-8-4, 4=4-8-4 Max Horz 1=24(LC 11) Max Uplift 1=-6(LC 12), 3=-6(LC 12) Max Grav 1=100(LC 1), 3=100(LC 1), 4=122(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B21100831 Truss V10 Truss Type Valley Qty 1 Ply 1 116th st garage Job Reference (optional) I45344025 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Mar 24 13:35:44 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:YMR9tkxfWOb?4FSdPy6y9PzwQBq-jsqI6XpPrkLPqP1dLheUmdAuHFIyX05jfogWPuzXifz Scale: 1.5"=1' 1 2 3 2x4 3x4 2x4 2-0-82-0-8 2-0-120-0-4 1-0-6 1-0-6 2-0-12 1-0-6 0-0-41-0-60-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-4, 3=2-0-4 Max Horz 1=-8(LC 10) Max Grav 1=54(LC 1), 3=54(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 25,2021 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