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HomeMy WebLinkAboutI44665207.B2000392216023 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). February 4,2021 Liu, Xuegang Pages or sheets covered by this seal: I44665207 thru I44665290 My license renewal date for the state of Indiana is July 31, 2022. B20003922 WILLOW HAVEN 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss CG01 Truss Type Diagonal Hip Girder Qty 4 Ply 1 WILLOW HAVEN Job Reference (optional) I44665207 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:06 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-lSe9GOQ5jj3QX7K2BvQ1qQfZfwYzfK0p_FMM_DzonsJ Scale = 1:20.5 1 2 3 5 4 6 7 8 2x4 3x4 2x4 3x4 Special Special Special Special 4-5-04-5-0 -2-9-15 2-9-15 4-5-0 4-5-0 1-8-63-6-44.95 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 19.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-7-6, 4=Mechanical Max Horz 5=98(LC 7) Max Uplift 5=-207(LC 10), 4=-93(LC 7) Max Grav 5=400(LC 15), 4=124(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-358/153 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); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=19.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.1 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=207. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 252 lb up at 1-7-6, and 77 lb down and 252 lb up at 1-7-6 on top chord, and 20 lb down and 62 lb up at 1-7-6, and 20 lb down and 62 lb up at 1-7-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-58, 4-5=-20 Concentrated Loads (lb) Vert: 7=124(F=62, B=62) February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss GE01 Truss Type GABLE Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665208 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:08 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-hqmvh4SLFKJ8mRUQJKSVvrk?LjEV7Cs6RZrT25zonsH Scale = 1:65.2 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 44 43 42 41 40 39 38 37 36 3534 33 32 31 30 29 28 27 26 25 24 46 47 3x4 3x4 5x6 3x4 3x4 3x6 8x8 8x8 27-2-427-2-4 -3-0-0 3-0-0 13-7-2 13-7-2 27-2-4 13-7-2 30-2-4 3-0-0 2-3-610-2-92-3-67.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-4-8], [21:0-4-0,0-4-8], [36:0-2-2,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.12 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 -0.00 (loc) 23 23 24 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 555 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 12-34,11-35,13-33: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-34, 11-35, 10-37, 13-33, 14-32 REACTIONS.All bearings 27-2-4. (lb) - Max Horz 45=201(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 37, 38, 39, 40, 41, 42, 43, 32, 31, 30, 29, 28, 27, 26 except 45=-207(LC 14), 24=-207(LC 14), 44=-134(LC 23), 25=-127(LC 22) Max Grav All reactions 250 lb or less at joint(s) 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 33, 32, 31, 30, 29, 28, 27, 26, 25 except 45=388(LC 19), 24=388(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-45=-377/290, 10-11=-127/276, 11-12=-129/270, 12-13=-129/270, 13-14=-127/276, 22-24=-377/288 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -3-0-0 to 0-1-12, Exterior(2N) 0-1-12 to 13-7-2, Corner(3R) 13-7-2 to 16-7-2, Exterior(2N) 16-7-2 to 30-2-4 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 37, 38, 39, 40, 41, 42, 43, 32, 31, 30, 29, 28, 27, 26 except (jt=lb) 45=207, 24=207, 44=134, 25=127. 13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss GE02 Truss Type GABLE Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665209 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-A0KHuPS_0eR_Oa3cs1zkR2H7o7YssgVFgCa0bYzonsG Scale = 1:29.5 Sheet Front Full Sheathing1 Ply 7/16OSB8 1 2 3 4 5 10 9 8 7 6 11 12 13 3x6 4x6 5-0-14 5-0-14 1-10-24-9-107.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.24 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 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 5-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-0-14. (lb) - Max Horz 10=117(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 10, 6, 7 except 9=-167(LC 11) Max Grav All reactions 250 lb or less at joint(s) 10, 6, 7, 8, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-285/181, 1-2=-305/205 WEBS 2-9=-202/276 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=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 4-11-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6, 7 except (jt=lb) 9=167. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J01 Truss Type Jack-Closed Girder Qty 2 Ply 1 WILLOW HAVEN Job Reference (optional) I44665210 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:10 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-eDug6lTcnyZr?kepQkUz_GpIpXwhb7mPvsKa7_zonsF Scale = 1:22.3 1 2 3 4 7 6 5 8 2x4 3x6 2x4 3x4 3x4 5x6 Special Special 3-2-03-2-0 5-7-42-5-4 -2-0-0 2-0-0 3-2-0 3-2-0 5-7-4 2-5-4 1-8-63-6-97.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.08 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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 5-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-8, 5=Mechanical Max Horz 7=101(LC 7) Max Uplift 7=-109(LC 10), 5=-157(LC 7) Max Grav 7=616(LC 26), 5=419(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-590/121, 2-3=-273/95 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); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=109, 5=157. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 153 lb up at 3-2-0, and 85 lb down and 51 lb up at 5-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J01 Truss Type Jack-Closed Girder Qty 2 Ply 1 WILLOW HAVEN Job Reference (optional) I44665210 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:10 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-eDug6lTcnyZr?kepQkUz_GpIpXwhb7mPvsKa7_zonsF LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-61, 5-7=-20 Concentrated Loads (lb) Vert: 5=-85(F) 6=-166(F) 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J02 Truss Type Jack-Closed Qty 2 Ply 1 WILLOW HAVEN Job Reference (optional) I44665211 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-6PS2J5UEYFhiduD?_S0CXTMTbxH7KaNY8W37fQzonsE Scale = 1:29.4 1 2 3 4 7 6 5 8 9 2x4 3x6 5x6 2x4 3x4 2-9-102-9-10 5-7-42-9-10 -2-0-0 2-0-0 5-2-0 5-2-0 5-7-4 0-5-4 1-8-64-8-97.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-4], [4:0-1-8,0-0-14] LOADING (psf) TCLL (Ground Snow=20.0) 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 IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 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 5-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-5-8, 5=Mechanical Max Horz 7=133(LC 11) Max Uplift 7=-39(LC 14), 5=-35(LC 11) Max Grav 7=574(LC 30), 5=274(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-537/135 BOT CHORD 6-7=-264/216 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) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-2-0, Exterior(2E) 5-2-0 to 5-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J03 Truss Type Jack-Closed Qty 9 Ply 1 WILLOW HAVEN Job Reference (optional) I44665212 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-ab0QWRVsJZpZF2oBY9XR3hvdeLZh30EhMAphBszonsD Scale = 1:29.3 1 2 3 5 4 6 2x4 3x6 2x4 3x4 5-7-45-7-4 -2-0-0 2-0-0 5-7-4 5-7-4 1-8-64-11-107.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.30 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 -0.00 (loc) 4-5 4-5 4 l/defl >999 >667 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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 5-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 4=Mechanical Max Horz 5=137(LC 11) Max Uplift 5=-38(LC 14), 4=-34(LC 11) Max Grav 5=390(LC 19), 4=253(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-337/150 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) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J04 Truss Type Jack-Closed Qty 8 Ply 1 WILLOW HAVEN Job Reference (optional) I44665213 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:12 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-ab0QWRVsJZpZF2oBY9XR3hvhNLc630uhMAphBszonsD Scale = 1:20.8 1 2 3 5 4 6 7 2x4 3x6 2x4 3x4 3-2-03-2-0 -2-0-0 2-0-0 3-2-0 3-2-0 1-8-63-6-97.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.08 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 4=Mechanical Max Horz 5=98(LC 13) Max Uplift 5=-44(LC 14), 4=-39(LC 11) Max Grav 5=365(LC 19), 4=97(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-337/150 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) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 3-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J05 Truss Type Jack-Open Qty 4 Ply 1 WILLOW HAVEN Job Reference (optional) I44665214 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-2oZoknVU4sxQsCNO5t2gcuRrskzNoUMrbqYEkJzonsC Scale = 1:15.1 1 2 5 4 3 2x4 3x6 5x6 1-2-71-2-7 -2-0-0 2-0-0 1-2-7 1-2-7 1-8-62-4-131-11-142-4-137.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.37 0.01 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 1-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=48(LC 13) Max Uplift 5=-56(LC 14), 3=-133(LC 19), 4=-54(LC 14) Max Grav 5=395(LC 19), 3=65(LC 14), 4=30(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-384/148 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=133. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J06 Truss Type Jack-Open Qty 4 Ply 1 WILLOW HAVEN Job Reference (optional) I44665215 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-2oZoknVU4sxQsCNO5t2gcuRrskzNoUMrbqYEkJzonsC Scale = 1:15.1 1 2 5 4 3 2x4 3x6 5x6 1-2-71-2-7 -2-0-0 2-0-0 1-2-7 1-2-7 1-8-62-4-131-11-142-4-137.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.37 0.01 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 1-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=48(LC 13) Max Uplift 5=-56(LC 14), 3=-133(LC 19), 4=-54(LC 14) Max Grav 5=395(LC 19), 3=65(LC 14), 4=30(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-384/148 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) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=133. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J07 Truss Type Jack-Open Supported Gable Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665216 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:14 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-W_7Ax7W6rA3HUMxafaZv86_0R8HKXxR_qUInGlzonsB Scale = 1:17.3 1 2 3 5 4 6 3x4 3x6 2x4 2x4 -2-0-0 2-0-0 1-11-4 1-11-4 1-8-62-9-157.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.38 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 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 1-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-11-4, 4=1-11-4 Max Horz 5=99(LC 13) Max Uplift 5=-73(LC 14), 4=-50(LC 23) Max Grav 5=371(LC 19), 4=38(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-339/288 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=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 1-9-8 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J08 Truss Type Jack-Open Qty 7 Ply 1 WILLOW HAVEN Job Reference (optional) I44665217 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-_AhY9TXkcUB86VWmDI48hJWB8YebGO_8281LoBzonsA Scale = 1:17.3 1 2 5 4 6 3 2x4 3x6 3x4 1-11-41-11-4 -2-0-0 2-0-0 1-11-4 1-11-4 1-8-62-9-152-5-02-9-157.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 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 1-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=52(LC 13) Max Uplift 5=-39(LC 14), 3=-52(LC 18), 4=-33(LC 14) Max Grav 5=371(LC 19), 3=27(LC 14), 4=36(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-353/120 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) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-11-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665218 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-_AhY9TXkcUB86VWmDI48hJWEuYduGOg8281LoBzonsA Scale = 1:17.3 1 4 2 3 2x4 2x4 1-11-41-11-4 1-11-4 1-11-4 1-8-62-9-152-5-02-9-157.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 2=Mechanical, 3=Mechanical Max Horz 4=50(LC 14) Max Uplift 2=-28(LC 14), 3=-7(LC 14) Max Grav 4=82(LC 18), 2=62(LC 18), 3=35(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J10 Truss Type Jack-Open Supported Gable Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665219 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-SNFxMpYNNnJ?kf5zn?bNDX3M_yzx?rwHHonuKezons9 Scale = 1:16.5 1 2 3 5 4 6 3x4 3x4 2x4 2x4 -2-0-0 2-0-0 1-8-4 1-8-4 1-8-62-8-37.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.38 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.02 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 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 1-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-8-4, 4=1-8-4 Max Horz 5=95(LC 13) Max Uplift 5=-79(LC 14), 4=-71(LC 23) Max Grav 5=374(LC 19), 4=41(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-343/307 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=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 1-6-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J11 Truss Type Jack-Open Qty 4 Ply 1 WILLOW HAVEN Job Reference (optional) I44665220 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:16 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-SNFxMpYNNnJ?kf5zn?bNDX3Myy_y?rDHHonuKezons9 Scale = 1:16.5 1 2 5 4 6 3 2x4 3x6 3x4 1-8-41-8-4 -2-0-0 2-0-0 1-8-4 1-8-4 1-8-62-8-37.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 1-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=50(LC 13) Max Uplift 5=-44(LC 14), 3=-66(LC 18), 4=-38(LC 14) Max Grav 5=372(LC 19), 3=37(LC 14), 4=31(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-356/128 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) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-8-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J12 Truss Type Jack-Closed Girder Qty 2 Ply 1 WILLOW HAVEN Job Reference (optional) I44665221 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-xZpJa8Z?85RsLpg9Kj6cmkcV2MJRkHfRWSWSt4zons8 Scale = 1:22.5 1 2 3 4 7 6 5 8 2x4 3x6 2x4 3x4 3x4 5x6 Special Special 3-2-03-2-0 5-3-142-1-14 -2-0-0 2-0-0 3-2-0 3-2-0 5-3-14 2-1-14 1-8-63-6-97.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.07 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 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 5-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-8, 5=Mechanical Max Horz 7=101(LC 7) Max Uplift 7=-105(LC 10), 5=-160(LC 7) Max Grav 7=603(LC 26), 5=406(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-577/117, 2-3=-259/91 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); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=105, 5=160. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 153 lb up at 3-2-0, and 88 lb down and 49 lb up at 5-2-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J12 Truss Type Jack-Closed Girder Qty 2 Ply 1 WILLOW HAVEN Job Reference (optional) I44665221 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:18 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-PlNhnUZdvPajzzFLuQerJy8golfgTkval6G?PWzons7 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-61, 5-7=-20 Concentrated Loads (lb) Vert: 5=-88(F) 6=-166(F) 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J13 Truss Type Jack-Closed Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665222 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:18 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-PlNhnUZdvPajzzFLuQerJy8g3lgzTk8al6G?PWzons7 Scale = 1:27.0 1 2 3 4 7 6 5 8 9 2x4 3x6 5x6 2x4 3x4 3x4 2-7-152-7-15 5-3-142-7-15 -2-0-0 2-0-0 4-6-0 4-6-0 5-3-14 0-9-14 1-8-64-3-147.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.05 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 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 5-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-5-8, 5=Mechanical Max Horz 7=122(LC 11) Max Uplift 7=-40(LC 14), 5=-34(LC 11) Max Grav 7=557(LC 30), 5=211(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-536/131 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) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-6-0, Exterior(2E) 4-6-0 to 5-2-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J14 Truss Type Jack-Closed Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665223 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:19 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-tyx3_qaFgiiab7qXS794r9hq290CCB3jzm?Yxzzons6 Scale = 1:27.0 1 2 3 6 5 4 7 8 2x4 3x6 5x6 2x4 3x4 3x4 2-7-152-7-15 5-3-142-7-15 4-6-0 4-6-0 5-3-14 0-9-14 1-8-64-3-147.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.52 0.05 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 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 5-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-5-8, 4=Mechanical Max Horz 6=107(LC 13) Max Uplift 4=-32(LC 11) Max Grav 6=298(LC 29), 4=256(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-277/44 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-6-0, Exterior(2E) 4-6-0 to 5-2-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J15 Truss Type Jack-Closed Qty 8 Ply 1 WILLOW HAVEN Job Reference (optional) I44665224 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-L8VRCAbtQ0qRCHPk0rgJONE0eZH4xeQtCQl6TPzons5 Scale = 1:28.4 1 2 3 5 4 6 2x4 3x6 2x4 3x4 5-3-145-3-14 -2-0-0 2-0-0 5-3-14 5-3-14 1-8-64-9-107.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.46 0.26 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.00 (loc) 4-5 4-5 4 l/defl >999 >786 n/a L/d 240 180 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 4=Mechanical Max Horz 5=132(LC 11) Max Uplift 5=-39(LC 14), 4=-34(LC 11) Max Grav 5=384(LC 19), 4=238(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-334/149 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) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-2-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J16 Truss Type Jack-Closed Qty 12 Ply 1 WILLOW HAVEN Job Reference (optional) I44665225 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-L8VRCAbtQ0qRCHPk0rgJONE?eZIWxeitCQl6TPzons5 Scale = 1:28.4 1 2 4 3 5 6 2x4 3x6 2x4 3x4 5-0-145-0-14 5-0-14 5-0-14 1-10-24-9-107.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.24 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.00 (loc) 3-4 3-4 3 l/defl >999 >915 n/a L/d 240 180 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=0-3-14 Max Horz 4=117(LC 11) Max Uplift 3=-35(LC 11) Max Grav 4=233(LC 18), 3=249(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 4-11-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J17 Truss Type Jack-Closed Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665226 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:21 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-pK2qPWcVBKyHqQ_wZYBYwam9NzdJg5t0R4Vf0rzons4 Scale = 1:28.4 1 2 4 3 5 6 2x4 3x6 2x4 3x4 5-3-145-3-14 5-3-14 5-3-14 1-8-64-9-107.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.26 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.00 (loc) 3-4 3-4 3 l/defl >999 >786 n/a L/d 240 180 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 3=Mechanical Max Horz 4=117(LC 13) Max Uplift 3=-32(LC 11) Max Grav 4=243(LC 18), 3=263(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 5-2-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss J18 Truss Type Jack-Closed Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665227 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-HXcCdsc8yd48SaZ67GinToJL7N__PYBAfkEDYHzons3 Scale = 1:28.4 1 2 4 3 5 6 2x4 3x6 2x4 3x4 5-0-145-0-12 5-0-14 5-0-14 1-10-24-9-107.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.24 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.00 (loc) 3-4 3-4 3 l/defl >999 >915 n/a L/d 240 180 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-2-5, 3=Mechanical Max Horz 4=117(LC 11) Max Uplift 3=-35(LC 11) Max Grav 4=233(LC 18), 3=249(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 4-11-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665228 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-HXcCdsc8yd48SaZ67GinToJLiNwyPZPAfkEDYHzons3 Scale = 1:18.6 1 2 3 4 5 6 7 8 9 10 3x6 3x6 3x6 3x6 9-8-29-8-2 2-1-13 2-1-13 7-6-5 5-4-8 9-8-2 2-1-13 0-4-51-1-90-1-80-4-50-1-81-1-97.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-0,0-2-4], [4:0-4-0,0-2-4], [5:0-3-3,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-R 0.55 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 5 6 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-10-1 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS. (size)2=8-0-4, 5=8-0-4 Max Horz 2=-17(LC 12) Max Uplift 2=-5(LC 14), 5=-5(LC 14) Max Grav 2=385(LC 32), 5=385(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-695/110, 3-4=-639/96, 4-5=-695/110 BOT CHORD 2-5=-61/639 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) 0-4-2 to 2-1-13, Exterior(2R) 2-1-13 to 6-4-12, Interior(1) 6-4-12 to 7-6-5, Exterior(2E) 7-6-5 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665229 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:23 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-ljAaqCdmjxC?3k8JhzD00?sbCmLl800JuO_m4kzons2 Scale = 1:18.6 1 2 3 4 5 6 7 8 9 10 3x4 3x4 2x4 2x4 2x4 2x4 9-8-29-8-2 4-1-13 4-1-13 5-6-5 1-4-8 9-8-2 4-1-13 0-4-52-3-90-1-80-4-50-1-82-3-97.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-5], [5:0-2-0,0-2-5] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.14 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 6 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=8-0-4, 6=8-0-4, 8=8-0-4 Max Horz 2=35(LC 13) Max Uplift 2=-25(LC 14), 6=-25(LC 14) Max Grav 2=318(LC 33), 6=318(LC 33), 8=277(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/70, 5-6=-270/71 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 4-1-13, Exterior(2E) 4-1-13 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665230 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:24 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-Dvky2YeOUFKshuiVFhkFYDOjKAh0tT6S72jJcAzons1 Scale = 1:19.3 1 2 3 4 5 6 4x6 2x4 2x4 2x4 9-8-29-8-2 4-10-1 4-10-1 9-8-2 4-10-1 0-4-52-8-60-1-80-4-50-1-87.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 24 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=8-0-4, 4=8-0-4, 6=8-0-4 Max Horz 2=-41(LC 12) Max Uplift 2=-25(LC 14), 4=-25(LC 14) Max Grav 2=246(LC 19), 4=246(LC 20), 6=283(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 4-10-1, Exterior(2R) 4-10-1 to 7-10-1, Interior(1) 7-10-1 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB04 Truss Type Piggyback Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665231 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-i5IKFuf0FYSjJ2HhoOGU5Qxu4a1FcwMcMiTt9czons0 Scale = 1:19.3 1 2 3 4 5 6 4x6 2x4 2x4 2x4 9-8-29-8-2 4-10-1 4-10-1 9-8-2 4-10-1 0-4-52-8-60-1-80-4-50-1-87.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 24 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=8-0-4, 4=8-0-4, 6=8-0-4 Max Horz 2=-41(LC 12) Max Uplift 2=-25(LC 14), 4=-25(LC 14) Max Grav 2=246(LC 19), 4=246(LC 20), 6=283(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 4-10-1, Exterior(2R) 4-10-1 to 7-10-1, Interior(1) 7-10-1 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB05 Truss Type GABLE Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665232 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:27 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-eUQ5gZgGnAiRYLR4wpIyAr0FtOjF4p4vp0yzDVzons_ Scale = 1:35.2 2 3 4 5 6 7 8 9 15 14 13 12 11 1 16 17 18 19 10 4x6 3x6 3x6 3x4 3x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 19-3-1419-3-14 4-10-1 4-10-1 7-7-13 2-9-12 17-3-9 9-7-12 19-3-14 2-0-5 -0-0-42-9-101-1-152-9-140-1-00-1-81-0-117.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.10 0.10 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: 47 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 (10-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-3-14. (lb) - Max Horz 1=41(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 9, 13, 12, 11 except 1=-258(LC 19) Max Grav All reactions 250 lb or less at joint(s) 1, 10, 9 except 2=529(LC 19), 15=427(LC 36), 13=386(LC 35), 12=484(LC 35), 11=361(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-340/50, 5-13=-308/66, 6-12=-401/76, 7-11=-296/61 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 4-10-1, Exterior(2E) 4-10-1 to 7-7-13, Interior(1) 7-7-13 to 17-3-9, Exterior(2E) 17-3-9 to 18-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 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) 10, 2, 9, 13, 12, 11 except (jt=lb) 1=258. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB06 Truss Type Piggyback Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665233 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:29 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-atXr5FiXJny9nfbS1EKQFG6bKBOcYjQCGKR4HNzonry Scale = 1:33.4 1 2 3 4 5 6 7 89 13 12 11 10 14 15 16 17 18 19 20 21 22 3x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 19-3-1419-3-14 4-10-1 4-10-1 5-7-13 0-9-12 15-3-9 9-7-12 19-3-14 4-0-5 0-4-52-8-62-2-110-1-80-4-50-1-82-2-117.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [4:Edge,0-2-0], [7:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.17 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.02 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 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.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-8-0. (lb) - Max Horz 2=-41(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8 Max Grav All reactions 250 lb or less at joint(s) except 2=336(LC 19), 11=475(LC 35), 13=330(LC 20), 10=440(LC 35), 8=337(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/49, 7-8=-267/44 WEBS 5-11=-410/78, 6-10=-333/55 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 4-10-1, Exterior(2E) 4-10-1 to 5-7-13, Interior(1) 5-7-13 to 15-3-9, Exterior(2R) 15-3-9 to 18-5-15, Interior(1) 18-5-15 to 18-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB07 Truss Type Piggyback Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665234 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-235DIbj94540PpAfbxrfoUek6bkoH8FLV_Aepqzonrx Scale = 1:32.8 1 2 3 4 5 6 7 89 13 12 11 10 14 15 16 17 18 19 20 21 22 23 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-3-1419-3-14 6-0-5 6-0-5 13-3-9 7-3-4 19-3-14 6-0-5 0-4-53-4-110-1-80-4-50-1-83-4-117.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.18 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 -0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-8-0. (lb) - Max Horz 2=-52(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 11, 13, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=459(LC 32), 13=574(LC 33), 10=574(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-75/306, 7-8=-75/306 WEBS 5-11=-395/73, 3-13=-443/79, 7-10=-443/78 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 6-0-5, Exterior(2R) 6-0-5 to 10-3-4, Interior(1) 10-3-4 to 13-3-9, Exterior(2R) 13-3-9 to 17-6-8, Interior(1) 17-6-8 to 18-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 13, 10. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB08 Truss Type Piggyback Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665235 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:31 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-WFfcWxjnrOCt1zlr9fNuKhBwW?3i0bVUkewBLGzonrw Scale = 1:33.9 1 2 3 4 5 6 7 89 13 12 11 10 14 15 16 17 18 19 20 21 22 23 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-3-1419-3-14 8-0-5 8-0-5 11-3-9 3-3-4 19-3-14 8-0-5 0-4-54-6-110-1-80-4-50-1-84-6-117.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.20 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 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, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-8-0. (lb) - Max Horz 2=-70(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 13, 10 Max Grav All reactions 250 lb or less at joint(s) except 2=300(LC 33), 11=356(LC 40), 13=608(LC 41), 10=607(LC 43), 8=300(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-442/96, 7-10=-442/96 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 8-0-5, Exterior(2E) 8-0-5 to 11-3-9, Exterior(2R) 11-3-9 to 15-6-8, Interior(1) 15-6-8 to 18-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 13, 10. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB09 Truss Type Piggyback Qty 15 Ply 1 WILLOW HAVEN Job Reference (optional) I44665236 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-_SD_jHkPciKke7K1jMu7tvk6fPQOl38ezHfkuizonrv Scale = 1:42.0 12 3 4 5 6 7 11 10 9 8 12 13 14 15 19 16 17 18 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 19-3-1419-3-14 9-7-15 9-7-15 19-3-14 9-7-15 0-4-55-6-20-1-80-4-50-1-87.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.17 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 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 17-8-0. (lb) - Max Horz 2=-85(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=301(LC 4), 11=496(LC 3), 8=496(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-363/98, 5-8=-363/98 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 9-7-15, Exterior(2R) 9-7-15 to 12-7-15, Interior(1) 12-7-15 to 18-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8, 6. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB10 Truss Type Piggyback Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665237 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-TenMwdl1N0SbGHuEG4PMQ6GGvolGUV0nBxPIQ9zonru Scale = 1:33.1 1 2 3 4 5 6 7 89 13 12 11 10 14 15 16 17 18 19 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-3-1419-3-14 7-7-15 7-7-15 11-7-15 4-0-0 19-3-14 7-7-15 0-4-54-4-20-1-80-4-50-1-84-4-27.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.19 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 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, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-8-0. (lb) - Max Horz 2=67(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 13, 10 Max Grav All reactions 250 lb or less at joint(s) except 2=282(LC 33), 11=381(LC 40), 13=604(LC 41), 10=602(LC 43), 8=282(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-254/40, 3-13=-439/97, 7-10=-439/96 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 7-7-15, Exterior(2E) 7-7-15 to 11-7-15, Exterior(2R) 11-7-15 to 15-10-14, Interior(1) 15-10-14 to 18-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 13, 10. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB11 Truss Type Piggyback Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665238 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-xqLk8ymf7JbRuQTQqnwbyKpQsC4JDyIxQb8rybzonrt Scale = 1:32.8 1 2 3 4 5 67 11 10 9 8 12 13 14 15 16 17 18 19 3x4 3x6 2x4 2x4 2x4 4x6 2x4 4x6 3x4 19-3-1419-3-14 5-7-15 5-7-15 13-7-15 8-0-0 19-3-14 5-7-15 0-4-53-2-20-1-80-4-50-1-83-2-27.00 12 Plate Offsets (X,Y)-- [2:0-0-5,Edge], [3:0-3-0,0-1-12], [5:0-3-0,0-1-12], [6:0-0-5,Edge] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.20 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 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.All bearings 17-8-0. (lb) - Max Horz 2=-49(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 6 Max Grav All reactions 250 lb or less at joint(s) except 2=309(LC 33), 9=491(LC 32), 11=419(LC 33), 8=419(LC 33), 6=309(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-429/80, 3-11=-283/44, 5-8=-283/43 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 5-7-15, Exterior(2R) 5-7-15 to 9-7-15, Interior(1) 9-7-15 to 13-7-15, Exterior(2R) 13-7-15 to 17-10-14, Interior(1) 17-10-14 to 18-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 6. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss PB12 Truss Type Piggyback Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665239 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-tDSVZenwfxr97kdpyCy31lupv0nShtGEtvdy1Tzonrr Scale = 1:32.8 1 2 3 4 5 6 7 89 13 12 11 10 14 15 16 17 18 19 20 21 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-3-1419-3-14 3-7-15 3-7-15 15-7-15 12-0-0 19-3-14 3-7-15 0-4-52-0-20-1-80-4-50-1-82-0-27.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [7:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.16 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-8-0. (lb) - Max Horz 2=-31(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8 Max Grav All reactions 250 lb or less at joint(s) except 2=361(LC 33), 11=458(LC 32), 13=425(LC 32), 10=425(LC 32), 8=361(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-349/47, 7-8=-349/52 WEBS 5-11=-392/75, 4-13=-322/58, 6-10=-322/58 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) 0-4-2 to 3-4-2, Interior(1) 3-4-2 to 3-7-15, Exterior(2R) 3-7-15 to 7-10-14, Interior(1) 7-10-14 to 15-7-15, Exterior(2E) 15-7-15 to 18-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T01 Truss Type Roof Special Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665240 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:37 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-LP0tm_oYQEz0luC?VvTIayRr9QziQ7cN6ZNVZwzonrq Scale = 1:84.2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 3x6 2x4 4x8 8x8 5x6 3x6 3x6 4x6 3x6 4x6 4x6 3x6 3x4 3x8 3x6 4x6 3x4 4x6 3x6 9-1-149-1-14 18-0-48-10-6 21-8-123-8-8 31-4-129-8-0 38-0-106-7-14 45-0-06-11-6 -3-0-0 3-0-0 7-5-4 7-5-4 14-7-0 7-1-12 21-8-12 7-1-12 26-6-12 4-10-0 31-4-12 4-10-0 38-0-10 6-7-14 45-0-0 6-11-6 47-0-0 2-0-0 3-11-159-7-101-8-63-11-157.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-1-12], [13:Edge,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.79 0.80 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.52 0.03 (loc) 15-17 15-17 13 l/defl >999 >623 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,4-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-15,9-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-20. WEBS 1 Row at midpt 3-21, 5-18, 6-18, 9-15 REACTIONS. (size)21=0-5-8, 18=0-5-8, 13=0-5-8 Max Horz 21=-200(LC 12) Max Uplift 21=-92(LC 10), 13=-32(LC 14) Max Grav 21=1188(LC 33), 18=2349(LC 41), 13=1214(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-707/124, 3-5=-761/0, 5-6=0/999, 6-7=-701/88, 7-8=-974/102, 8-9=-995/88, 9-11=-1320/41, 11-13=-1120/83 BOT CHORD 20-21=0/867, 18-20=-330/197, 17-18=0/512, 15-17=0/879, 14-15=0/1075 WEBS 3-21=-906/51, 5-20=0/831, 5-18=-1562/55, 6-18=-1843/1, 6-17=0/773, 7-17=-600/14, 8-15=-11/603, 9-15=-470/75, 11-14=0/1021 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 1-6-0, Interior(1) 1-6-0 to 31-4-12, Exterior(2R) 31-4-12 to 35-10-12, Interior(1) 35-10-12 to 47-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 13. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T02 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665241 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-Ho8dBgqoysDk_CMNdKWmfNW7qDeJu82gatscdozonro Scale = 1:53.3 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 1819 20 21 22 23 24 25 26 3x4 5x10 MT18HS 10x10 3x6 3x8 4x6 3x4 4x6 3x8 3x8 3x4 9-7-49-7-4 17-7-48-0-0 27-2-89-7-4 4-11-6 4-11-6 9-7-4 4-7-14 17-7-4 8-0-0 22-3-2 4-7-14 27-2-8 4-11-6 29-2-8 2-0-0 1-8-67-3-101-8-67-3-107.00 12 Plate Offsets (X,Y)-- [3:0-7-0,0-1-12], [4:0-5-12,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.79 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.40 0.05 (loc) 8-9 8-9 8 l/defl >999 >803 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 119 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-9 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. WEBS 1 Row at midpt 4-11, 2-12, 5-8 REACTIONS. (size)12=0-5-8, 8=0-5-8 Max Horz 12=-138(LC 12) Max Uplift 8=-29(LC 14) Max Grav 12=1337(LC 41), 8=1503(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/37, 2-3=-1414/40, 3-4=-1135/53, 4-5=-1419/38, 5-6=-253/57, 1-12=-268/31, 6-8=-445/96 BOT CHORD 11-12=0/1265, 9-11=0/1155, 8-9=0/1166 WEBS 3-11=0/388, 4-9=0/413, 2-12=-1384/0, 5-8=-1402/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; 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 9-7-4, Exterior(2R) 9-7-4 to 13-10-3, Interior(1) 13-10-3 to 17-7-4, Exterior(2R) 17-7-4 to 21-10-3, Interior(1) 21-10-3 to 29-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 3 = 4% 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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.February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T03 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665242 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:40 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-l_i?O0qQj9LbcLxaB21?Cb3J2d3ldaxpoXb9AFzonrn Scale = 1:50.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 5x8 3x4 3x6 5x6 3x8 5x8 2x4 5x6 6x8 3x4 6x8 7-7-47-7-4 13-7-46-0-0 19-7-46-0-0 27-2-87-7-4 -2-0-0 2-0-0 7-7-4 7-7-4 13-7-4 6-0-0 19-7-4 6-0-0 27-2-8 7-7-4 29-2-8 2-0-0 1-8-66-1-101-8-66-1-107.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-5-8,0-2-0], [5:0-5-8,0-2-0], [6:0-3-8,Edge], [8:Edge,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.46 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.02 (loc) 12-13 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,5-10,2-13,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-11 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-5-8, 8=0-5-8 Max Horz 13=-125(LC 12) Max Uplift 13=-28(LC 14), 8=-28(LC 14) Max Grav 13=1343(LC 33), 8=1343(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1359/17, 3-4=-1512/40, 4-5=-1512/40, 5-6=-1359/0, 2-13=-1273/68, 6-8=-1273/68 BOT CHORD 12-13=-62/301, 10-12=0/1124, 9-10=0/1124 WEBS 3-10=0/540, 4-10=-643/62, 5-10=0/540, 2-12=0/1047, 6-9=0/1047 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-7-4, Exterior(2R) 7-7-4 to 11-10-3, Interior(1) 11-10-3 to 19-7-4, Exterior(2R) 19-7-4 to 23-10-3, Interior(1) 23-10-3 to 29-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T04 Truss Type Roof Special Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665243 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-iNqmpisgFnbJrf4yIT3TH08hVQjC5Oj6Gr4GE7zonrl Scale = 1:84.2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 2x4 5x6 4x8 8x8 5x6 3x6 3x6 3x12 2x4 4x6 4x6 2x4 3x8 3x6 4x6 3x4 4x6 3x6 8-1-48-1-4 18-0-49-11-0 23-8-125-8-8 31-4-127-8-0 38-0-106-7-14 45-0-06-11-6 -3-0-0 3-0-0 8-1-4 8-1-4 15-11-0 7-9-12 23-8-12 7-9-12 31-4-12 7-8-0 38-0-10 6-7-14 45-0-0 6-11-6 47-0-0 2-0-0 5-1-159-7-101-8-65-1-157.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-4-0], [10:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.59 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.35 0.01 (loc) 17-19 17-19 12 l/defl >999 >620 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 6-7: 2x4 SPF 2100F 1.8E, 7-9,9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-19,5-19,6-14,7-14,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19. WEBS 1 Row at midpt 6-17, 8-14 REACTIONS. (size)20=0-5-8, 17=0-5-8, 12=0-5-8 Max Horz 20=-214(LC 12) Max Uplift 20=-106(LC 10), 12=-35(LC 14) Max Grav 20=1136(LC 33), 17=2265(LC 33), 12=1158(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1072/142, 2-3=-583/29, 3-5=-583/29, 5-6=0/763, 6-7=-901/97, 7-8=-911/95, 8-10=-1249/42, 10-12=-1093/84 BOT CHORD 17-19=-408/72, 16-17=0/563, 14-16=0/566, 13-14=0/1003 WEBS 2-19=-49/666, 3-19=-606/83, 5-19=0/879, 5-17=-1370/64, 6-17=-1586/16, 6-14=0/302, 7-14=0/385, 8-14=-481/66, 10-13=0/971 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 1-6-0, Interior(1) 1-6-0 to 31-4-12, Exterior(2R) 31-4-12 to 35-10-12, Interior(1) 35-10-12 to 47-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 20=106. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T05 Truss Type Roof Special Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665244 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:43 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-AZN811tJ04jATpf9sAaiqDhsEqzAquDFUVqqmZzonrk Scale = 1:83.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3x4 5x6 4x8 8x8 5x6 3x4 3x6 4x8 2x4 4x6 4x6 3x4 3x4 4x6 3x8 3x8 8-8-128-8-12 18-0-49-3-8 25-7-47-7-0 35-1-149-6-10 45-0-09-10-2 -3-0-0 3-0-0 8-8-12 8-8-12 17-2-0 8-5-4 25-7-4 8-5-4 31-4-12 5-9-8 38-0-10 6-7-14 45-0-0 6-11-6 6-3-19-7-101-8-66-3-17.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.99 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.44 0.03 (loc) 11-13 10-11 10 l/defl >999 >734 n/a L/d 240 180 n/a PLATES MT20 Weight: 223 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 6-7,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-16,5-16,6-14,7-13,7-11,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-17, 5-14, 6-14, 7-13, 8-10 REACTIONS. (size)17=0-5-8, 14=0-5-8, 10=0-5-8 Max Horz 17=-212(LC 12) Max Uplift 17=-104(LC 10) Max Grav 17=1106(LC 33), 14=2588(LC 41), 10=1127(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1033/145, 2-3=-433/25, 3-5=-433/25, 5-6=0/685, 6-7=-964/104, 7-8=-1263/85, 8-9=-289/70, 9-10=-273/53 BOT CHORD 14-16=-550/105, 13-14=0/727, 11-13=0/695, 10-11=0/1085 WEBS 2-16=-49/518, 3-16=-625/86, 5-16=0/1087, 5-14=-1395/93, 6-14=-1705/9, 6-13=0/413, 7-11=0/717, 8-11=-363/135, 8-10=-1207/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 1-6-0, Interior(1) 1-6-0 to 31-4-12, Exterior(2R) 31-4-12 to 35-10-12, Interior(1) 35-10-12 to 44-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=104. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T06 Truss Type Roof Special Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665245 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-6yVuSjuZYizui7pXzbdAvemEqehuIozYypJwrSzonri Scale = 1:102.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3x4 5x6 4x6 5x6 6x6 6x8 4x6 3x4 3x6 3x6 3x8 2x4 4x6 3x6 4x6 3x12 2x4 3x12 3x6 2x4 4x8 4x8 3x6 4x8 7-7-77-7-7 18-0-410-4-13 29-7-411-7-0 36-7-127-0-8 41-3-124-8-0 47-10-06-6-4 54-7-126-9-12 -3-0-0 3-0-0 7-7-7 7-7-7 14-11-6 7-3-15 22-3-5 7-3-15 29-7-4 7-3-15 31-4-12 1-9-8 36-4-4 4-11-8 41-3-12 4-11-8 47-10-0 6-6-4 54-7-12 6-9-12 57-7-12 3-0-0 8-7-13-10-39-7-103-10-38-7-17.00 12 Plate Offsets (X,Y)-- [8:0-2-12,0-4-0], [11:0-5-8,0-3-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.84 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.52 -0.82 0.01 (loc) 21-23 21-23 16 l/defl >434 >273 n/a L/d 240 180 n/a PLATES MT20 Weight: 310 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-24: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-25,5-25,5-23,6-23,6-21,9-21,9-20: 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.): 1-8, 11-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-26, 3-25, 5-23, 6-23, 8-21, 9-20, 12-18, 12-16 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 26=-231(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 16 except 26=-112(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 26=1047(LC 35), 16=1162(LC 35), 23=2259(LC 45), 20=1879(LC 48) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-988/164, 2-3=-324/64, 3-5=-324/64, 5-6=0/522, 8-9=-281/110, 9-10=0/684, 10-11=-26/692, 14-16=-669/123 BOT CHORD 25-26=-201/253, 17-18=0/852, 16-17=0/852 WEBS 2-25=-59/465, 3-25=-580/74, 5-25=0/748, 5-23=-987/80, 6-23=-982/66, 6-21=0/385, 8-21=-519/85, 9-21=-1/629, 9-20=-1071/0, 10-20=-590/121, 11-20=-931/1, 11-18=0/554, 12-18=-809/8, 12-17=0/297, 12-16=-948/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 2-5-9, Interior(1) 2-5-9 to 31-4-12, Exterior(2R) 31-4-12 to 36-10-5, Interior(1) 36-10-5 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 26=112. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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.February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T07 Truss Type Roof Special Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665246 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:47 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-2KdftPwp3JDbyQzw50fe_3rbcRNxmkjrP7o1vLzonrg Scale = 1:98.8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 2120 19 18 17 16 15 14 26 27 28 2930 31 32 33 34 35 36 37 38 39 3x4 5x6 4x6 4x6 3x4 3x12 2x4 4x6 4x6 6x8 6x10 3x4 2x4 4x8 4x8 8-0-38-0-3 18-0-410-0-1 23-5-95-5-5 31-2-47-8-11 36-7-125-5-8 39-3-122-8-0 46-10-07-6-4 54-7-127-9-12 -3-0-0 3-0-0 8-0-3 8-0-3 15-8-14 7-8-11 23-5-9 7-8-11 31-2-4 7-8-11 39-3-12 8-1-8 46-10-0 7-6-4 54-7-12 7-9-12 57-7-12 3-0-0 9-9-15-0-35-0-39-9-17.00 12 Plate Offsets (X,Y)-- [9:0-6-8,0-3-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.81 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.52 0.03 (loc) 22-24 22-24 14 l/defl >636 >410 n/a L/d 240 180 n/a PLATES MT20 Weight: 324 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-14,9-18,9-16,10-15: 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.): 1-8, 9-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-25, 3-24, 5-22, 6-22, 8-20, 8-19, 9-18, 10-16, 10-14 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 25=-243(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 14 except 25=-112(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 25=1081(LC 43), 14=1370(LC 33), 22=2348(LC 41), 18=1604(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-1007/168, 2-3=-333/68, 3-5=-333/68, 5-6=0/438, 8-9=-546/76, 9-10=-485/54, 12-14=-694/125 BOT CHORD 24-25=-233/287, 22-24=-259/168, 19-20=-13/315, 18-19=-465/46, 16-18=-19/469, 15-16=0/1017, 14-15=0/1017 WEBS 2-24=-63/480, 3-24=-624/82, 5-24=-7/796, 5-22=-1019/91, 6-22=-1192/41, 6-20=0/489, 8-20=-307/39, 9-19=0/825, 9-18=-1764/0, 9-16=0/540, 10-16=-701/0, 10-15=0/346, 10-14=-1179/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 2-5-9, Interior(1) 2-5-9 to 31-2-4, Exterior(2R) 31-2-4 to 36-7-13, Interior(1) 36-7-13 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. 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 100 lb uplift at joint(s) 14 except (jt=lb) 25=112. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T08 Truss Type Roof Special Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665247 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:49 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-?jlPH5x3bwTJBk7ICRh63UxxbF3fEdC8tRH8_Dzonre Scale = 1:102.1 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 2120 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3x4 5x6 4x8 6x8 6x6 6x6 6x8 4x8 3x4 3x6 3x6 3x8 2x4 2x4 3x6 3x6 4x6 3x8 3x6 4x6 3x6 4x8 2x4 6-11-10 6-11-10 13-7-12 6-8-2 15-9-12 2-2-0 18-0-4 2-2-8 29-2-4 11-2-0 36-10-8 7-8-4 37-3-12 0-5-4 45-10-0 8-6-4 54-7-12 8-9-12 -3-0-0 3-0-0 6-11-10 6-11-10 13-7-12 6-8-2 15-9-12 2-2-0 22-6-0 6-8-4 29-2-4 6-8-4 37-3-12 8-1-8 45-10-0 8-6-4 54-7-12 8-9-12 57-7-12 3-0-0 9-7-146-2-310-11-16-2-310-11-17.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-3-0], [8:0-3-8,0-3-0], [9:0-3-0,0-3-12], [21:0-2-12,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.79 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.55 -0.83 0.01 (loc) 18-20 18-20 14 l/defl >406 >270 n/a L/d 240 180 n/a PLATES MT20 Weight: 352 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 12-14,10-15,9-17: 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.): 1-5, 6-8, 9-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 15-17,14-15. WEBS 1 Row at midpt 2-25, 3-24, 5-22, 6-20, 7-20, 8-18, 10-14, 9-17 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 25=-258(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 14 except 25=-113(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 25=1193(LC 37), 14=1374(LC 37), 20=2421(LC 49), 17=1722(LC 51) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-1136/178, 2-3=-394/77, 3-5=-394/77, 6-7=0/340, 7-8=-355/129, 8-9=-552/100, 9-10=-928/57, 12-14=-723/126 BOT CHORD 24-25=-237/284, 14-15=-7/896 WEBS 2-24=-77/632, 3-24=-698/72, 5-24=-31/534, 5-23=0/395, 5-22=-980/25, 6-22=-99/658, 6-20=-1041/109, 7-20=-1058/90, 7-18=0/486, 8-18=-365/87, 9-18=0/473, 9-15=0/1024, 10-15=-358/142, 10-14=-1042/0, 9-17=-1445/70 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 2-5-9, Interior(1) 2-5-9 to 15-9-12, Exterior(2R) 15-9-12 to 21-3-5, Interior(1) 21-3-5 to 29-2-4, Exterior(2R) 29-2-4 to 34-7-13, Interior(1) 34-7-13 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 25=113. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T09 Truss Type Roof Special Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665248 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-x6s9inzK7Yk1Q2HhKrja8v0Bv3leiSARKlmF36zonrc Scale = 1:102.1 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 3233 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 3x4 5x6 6x8 6x6 6x6 6x8 4x6 3x4 3x6 3x6 3x8 2x4 2x4 3x8 4x6 3x8 2x4 3x6 4x6 3x6 4x6 3x6 4x8 5-11-105-11-10 11-7-125-8-2 17-9-126-2-0 18-0-40-2-8 27-2-49-2-0 35-3-128-1-8 36-7-121-4-0 45-6-08-10-4 54-7-129-1-12 -3-0-0 3-0-0 5-11-10 5-11-10 11-7-12 5-8-2 17-9-12 6-2-0 22-6-0 4-8-4 27-2-4 4-8-4 35-3-12 8-1-8 41-7-15 6-4-3 48-0-1 6-4-3 54-7-12 6-7-11 57-7-12 3-0-0 8-5-147-4-312-1-17-4-312-1-17.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-3-0], [7:0-3-12,0-3-0], [8:0-2-12,0-4-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.82 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.48 0.01 (loc) 19-21 19-21 14 l/defl >696 >471 n/a L/d 240 180 n/a PLATES MT20 Weight: 350 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-25,12-14,3-24,4-23,8-18,8-17,9-15,10-15: 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.): 1-4, 5-7, 8-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-25, 4-21, 5-21, 6-21, 7-19, 8-17, 9-17, 10-14 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 25=-260(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 25, 14 Max Grav All reactions 250 lb or less at joint(s) except 25=1084(LC 37), 14=1279(LC 37), 21=2244(LC 49), 17=1947(LC 51) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-1036/157, 2-3=-333/55, 3-4=-334/55, 4-5=-8/460, 5-6=0/357, 6-7=-286/143, 7-8=-471/116, 8-9=-54/330, 9-10=-586/56, 12-14=-671/125 BOT CHORD 15-17=-49/363, 14-15=-32/529 WEBS 2-24=-49/569, 3-24=-579/54, 4-24=-51/394, 4-23=0/262, 4-21=-814/83, 5-21=-513/71, 6-21=-865/46, 6-19=0/574, 7-19=-411/85, 8-19=0/382, 8-17=-909/43, 9-17=-1118/9, 9-15=0/401, 10-14=-729/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 2-5-9, Interior(1) 2-5-9 to 17-9-12, Exterior(2R) 17-9-12 to 23-3-5, Interior(1) 23-3-5 to 27-2-4, Exterior(2R) 27-2-4 to 32-7-13, Interior(1) 32-7-13 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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.February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665249 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-tU_w7S_af9_lgLQ4RGm2DK5XAsPyASTko3FM7_zonra Scale = 1:102.1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 3x8 3x4 6x8 8x8 6x6 6x8 4x6 3x4 3x6 3x6 4x6 3x6 3x8 4x6 3x8 2x4 3x6 4x6 3x6 4x6 3x6 4x8 9-7-129-7-12 17-7-158-0-3 17-9-80-1-9 27-4-19-6-9 33-3-125-11-11 36-7-123-4-0 47-4-110-8-5 54-7-127-3-11 -3-0-0 3-0-0 4-11-10 4-11-10 9-7-12 4-8-2 17-7-15 8-0-3 22-6-0 4-10-1 27-4-1 4-10-1 33-3-12 5-11-11 40-3-15 7-0-3 47-4-1 7-0-3 54-7-12 7-3-11 57-7-12 3-0-0 7-3-148-6-312-0-08-6-312-0-07.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-3-0], [5:0-4-0,0-3-3], [8:0-2-12,0-3-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.89 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.69 0.02 (loc) 23-24 23-24 14 l/defl >482 >301 n/a L/d 240 180 n/a PLATES MT20 Weight: 349 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-24,12-14,4-23,8-18,11-15: 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.): 1-4, 5-7, 8-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-14, 3-24, 4-21, 5-21, 6-21, 7-19, 8-17, 9-17, 11-14 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 24=259(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 24, 14 Max Grav All reactions 250 lb or less at joint(s) except 24=1125(LC 51), 14=1242(LC 37), 21=2007(LC 49), 17=2136(LC 51) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-628/129, 3-4=-438/49, 4-5=-57/388, 6-7=-283/154, 7-8=-433/141, 8-9=-56/325, 9-11=-533/85, 12-14=-694/129 BOT CHORD 23-24=-168/400, 21-23=-110/478, 14-15=-31/500 WEBS 3-24=-554/74, 3-23=-42/344, 4-23=-29/341, 4-21=-817/76, 5-21=-607/110, 6-21=-769/42, 6-19=0/455, 7-19=-286/74, 8-19=0/353, 8-17=-816/52, 9-17=-1115/43, 9-15=0/501, 11-14=-715/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 2-5-9, Interior(1) 2-5-9 to 17-7-15, Exterior(2R) 17-7-15 to 23-1-8, Interior(1) 23-1-8 to 27-4-1, Exterior(2R) 27-4-1 to 32-9-10, Interior(1) 32-9-10 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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.February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665250 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-H3g2lU1Sy4MKXp9f7PJlrzj3f4RpMnjAU0T0kJzonrX Scale = 1:102.1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 2829 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 3x4 5x6 5x6 6x6 6x6 6x8 4x6 3x4 3x6 3x6 4x8 4x6 3x8 4x6 3x8 2x4 3x6 4x6 3x6 4x6 3x6 4x8 7-7-127-7-12 17-7-1510-0-3 17-9-80-1-9 27-4-19-6-9 31-3-123-11-11 36-7-125-4-0 46-8-110-0-5 54-7-127-11-11 -3-0-0 3-0-0 7-7-12 7-7-12 12-7-13 5-0-1 17-7-15 5-0-1 22-6-0 4-10-1 27-4-1 4-10-1 31-3-12 3-11-11 38-11-15 7-8-3 46-8-1 7-8-3 54-7-12 7-11-11 57-7-12 3-0-0 6-1-149-8-312-0-09-8-312-0-07.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-4-0], [8:0-2-12,0-3-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.88 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.48 -0.01 (loc) 19-21 15-17 14 l/defl >734 >447 n/a L/d 240 180 n/a PLATES MT20 Weight: 363 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-24,3-23: 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.): 1-3, 5-7, 8-13. BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. WEBS 1 Row at midpt 12-14, 4-21, 5-21, 6-21, 7-19, 8-19, 8-17, 9-17, 11-15, 11-14 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 24=275(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 24, 14 Max Grav All reactions 250 lb or less at joint(s) except 24=974(LC 42), 14=1223(LC 37), 21=2182(LC 49), 17=2091(LC 53) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-912/142, 2-3=-405/18, 3-4=-528/67, 4-5=-33/485, 5-6=0/355, 7-8=-295/139, 8-9=-56/277, 9-11=-481/102, 12-14=-719/133 BOT CHORD 23-24=-271/256, 14-15=-45/445 WEBS 2-23=-24/507, 3-23=-543/69, 4-23=-25/807, 4-21=-804/119, 5-21=-459/65, 6-21=-891/47, 6-19=0/481, 8-17=-699/40, 9-17=-1177/55, 9-15=0/597, 11-14=-634/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 2-5-9, Interior(1) 2-5-9 to 17-7-15, Exterior(2R) 17-7-15 to 23-1-8, Interior(1) 23-1-8 to 27-4-1, Exterior(2E) 27-4-1 to 31-3-12, Interior(1) 31-3-12 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665251 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-ESnpAA2jUhc1m6J1EqMDwOoV9t7fqgDTxKy6oCzonrV Scale = 1:103.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 33 34 35 3637 38 3940 41 42 43 44 45 46 47 48 49 50 51 3x4 5x6 6x8 6x6 6x6 6x8 6x6 6x8 4x6 3x4 4x6 3x8 4x6 3x8 4x6 2x4 4x8 4x8 5-7-12 5-7-12 11-7-13 6-0-1 17-7-15 6-0-1 17-9-8 0-1-9 27-4-1 9-6-9 29-3-12 1-11-11 36-7-12 7-4-0 38-11-8 2-3-12 40-10-8 1-11-0 47-7-6 6-8-14 54-7-12 7-0-6 -3-0-0 3-0-0 5-7-12 5-7-12 11-7-13 6-0-1 17-7-15 6-0-1 22-6-0 4-10-1 27-4-1 4-10-1 29-3-12 1-11-11 34-1-10 4-9-14 38-11-8 4-9-14 40-10-8 1-11-0 47-7-6 6-8-14 54-7-12 7-0-6 57-7-12 3-0-0 4-11-1410-10-39-8-1212-0-09-8-1212-0-07.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-3-0], [8:0-5-8,0-3-0], [11:0-5-8,0-3-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.80 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.55 0.02 (loc) 23-25 23-25 16 l/defl >640 >419 n/a L/d 240 180 n/a PLATES MT20 Weight: 409 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-29,2-28,3-28,3-27,4-27: 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.): 1-3, 5-7, 8-10 , 11-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 14-16, 4-25, 5-25, 6-25, 7-23, 8-23, 8-22, 9-21, 10-21, 11-19, 12-18, 12-16 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 29=279(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 29, 16 Max Grav All reactions 250 lb or less at joint(s) except 29=919(LC 48), 16=1309(LC 41), 25=2230(LC 58), 21=2031(LC 59) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-29=-872/121, 2-3=-455/3, 3-4=-304/129, 4-5=-47/558, 5-6=0/384, 6-7=-306/124, 7-8=-359/132, 8-9=-311/113, 11-12=-308/100, 14-16=-667/131 BOT CHORD 28-29=-285/259, 27-28=-173/524, 22-23=-67/276, 18-19=-45/277, 17-18=-38/501, 16-17=-38/501 WEBS 2-28=0/591, 3-27=-420/44, 4-27=0/437, 4-25=-916/99, 5-25=-529/78, 6-25=-988/31, 6-23=0/517, 8-22=-309/22, 9-22=0/403, 9-21=-901/76, 10-21=-922/27, 10-19=-55/773, 11-19=-930/19, 11-18=0/576, 12-18=-393/0, 12-17=0/441, 12-16=-784/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 2-5-9, Interior(1) 2-5-9 to 17-7-15, Exterior(2R) 17-7-15 to 23-1-8, Interior(1) 23-1-8 to 27-4-1, Exterior(2E) 27-4-1 to 29-3-12, Interior(1) 29-3-12 to 38-11-8, Exterior(2E) 38-11-8 to 40-10-8, Interior(1) 40-10-8 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. 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 100 lb uplift at joint(s) 29, 16. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665251 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:47:58 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-ESnpAA2jUhc1m6J1EqMDwOoV9t7fqgDTxKy6oCzonrV NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665252 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-e1TxpB5bmc_cda1cvyvwY0Q0u5IM1?dvdIBnPXzonrS Scale = 1:102.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 3x4 5x6 6x8 6x6 6x8 6x8 3x4 4x8 4x8 2x4 2x4 4x8 2x4 3-7-123-7-12 10-7-137-0-1 17-7-157-0-1 17-9-80-1-9 24-1-46-3-12 30-6-86-5-5 36-10-86-4-0 36-11-130-1-5 42-10-85-10-11 48-7-65-8-14 54-7-126-0-6 -3-0-0 3-0-0 3-7-12 3-7-12 10-7-13 7-0-1 17-7-15 7-0-1 24-1-4 6-5-5 30-6-8 6-5-5 36-11-13 6-5-5 42-10-8 5-10-11 48-7-6 5-8-14 54-7-12 6-0-6 57-7-12 3-0-0 3-9-148-6-1212-0-08-6-1212-0-07.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-3-0], [10:0-2-8,0-3-0], [11:0-2-12,0-3-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.22 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.06 0.01 (loc) 20-21 20-21 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 397 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-27,13-15,2-26,3-26,3-25,5-25,11-17,12-16: 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.): 1-3, 6-10, 11-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-15, 5-23, 6-23, 7-23, 9-20, 10-19, 11-19 , 11-16, 12-15 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 27=267(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 27, 15 Max Grav All reactions 250 lb or less at joint(s) except 27=840(LC 42), 15=1274(LC 37), 23=2280(LC 49), 19=1968(LC 51) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-815/99, 2-3=-522/0, 3-5=-439/100, 5-6=-28/663, 6-7=0/468, 7-9=-291/143, 9-10=-292/143, 10-11=-55/338, 11-12=-499/88, 13-15=-642/129 BOT CHORD 26-27=-259/221, 25-26=-170/610, 23-25=-139/305, 19-20=-264/122, 17-19=-54/368, 16-17=-56/363, 15-16=-37/466 WEBS 2-26=0/704, 3-26=-367/49, 3-25=-338/50, 5-25=0/436, 5-23=-1032/87, 6-23=-628/82, 7-23=-1131/14, 7-21=0/357, 9-20=-670/82, 10-20=0/751, 10-19=-1049/67, 11-19=-807/63, 11-17=0/300, 12-16=-45/251, 12-15=-746/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 2-5-9, Interior(1) 2-5-9 to 17-7-15, Exterior(2R) 17-7-15 to 23-1-8, Interior(1) 23-1-8 to 36-11-13, Exterior(2R) 36-11-13 to 42-5-6, Interior(1) 42-5-6 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 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 100 lb uplift at joint(s) 27, 15. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665252 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:01 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-e1TxpB5bmc_cda1cvyvwY0Q0u5IM1?dvdIBnPXzonrS NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665253 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-aPbiDt6rIEEKsuB?1NxOdRWKYupxVx_C5cgtUPzonrQ Scale = 1:107.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 3x4 5x6 6x8 4x8 6x6 4x6 8x8 6x8 3x4 3x8 3x6 3x12 3x6 4x6 3x12 4x6 3x6 4x6 3x8 3x6 4x6 3x6 4x8 1-7-121-7-12 9-7-138-0-1 17-7-158-0-1 17-9-80-1-9 27-3-149-6-6 36-10-89-6-10 36-11-130-1-5 44-10-87-10-11 54-7-129-9-4 -3-0-0 3-0-0 1-7-12 1-7-12 9-7-13 8-0-1 17-7-15 8-0-1 24-1-4 6-5-5 30-6-8 6-5-5 36-11-13 6-5-5 44-10-8 7-10-11 49-7-6 4-8-14 54-7-12 5-0-6 57-7-12 3-0-0 2-7-147-4-1212-0-07-4-1212-0-07.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-3-0], [10:0-4-0,0-3-3], [11:0-5-12,0-3-0], [24:0-3-8,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.92 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.72 0.02 (loc) 15-16 15-16 15 l/defl >463 >289 n/a L/d 240 180 n/a PLATES MT20 Weight: 335 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-25,13-15,2-24,3-24,3-23,5-23,11-16: 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.): 1-3, 6-10, 11-14. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 13-15, 3-23, 5-21, 6-21, 7-21, 9-18, 10-18, 11-18, 12-16, 12-15 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 25=259(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 25, 15 Max Grav All reactions 250 lb or less at joint(s) except 25=798(LC 38), 15=1091(LC 37), 21=2163(LC 50), 18=2161(LC 51) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-837/69, 2-3=-556/0, 3-5=-650/59, 5-6=-34/596, 6-7=0/378, 7-9=-318/140, 9-10=0/281, 10-11=-34/468, 11-12=-386/80, 13-15=-628/129 BOT CHORD 24-25=-256/193, 23-24=-161/634, 21-23=-102/470, 16-18=-6/336, 15-16=-30/303 WEBS 2-24=0/925, 3-24=-609/52, 5-23=0/388, 5-21=-1072/97, 6-21=-638/91, 7-21=-904/14, 7-19=0/328, 9-19=0/278, 9-18=-915/17, 10-18=-635/96, 11-18=-821/60, 11-16=0/386, 12-16=-45/254, 12-15=-518/12 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -3-0-0 to 7-1-5, Interior(1) 7-1-5 to 17-7-15, Exterior(2R) 17-7-15 to 23-1-8, Interior(1) 23-1-8 to 36-11-13, Exterior(2R) 36-11-13 to 42-5-6, Interior(1) 42-5-6 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 15. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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.February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665254 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:05 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-XojSeZ86qrU26BLN8o_sjsbguiVXzrGVYw9_YIzonrO Scale = 1:106.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4x6 8x8 4x6 6x6 3x4 3x6 3x4 3x6 4x6 4x6 3x12 4x6 3x6 4x6 3x8 4x6 3x6 6x6 5x8 3x6 4x8 8-11-118-11-11 17-7-158-8-3 17-9-80-1-9 27-3-149-6-6 36-10-89-6-10 36-11-130-1-5 46-10-89-10-11 54-7-127-9-4 8-11-11 8-11-11 17-7-15 8-8-3 24-1-4 6-5-5 30-6-8 6-5-5 36-11-13 6-5-5 41-11-3 4-11-5 46-10-8 4-11-5 54-7-12 7-9-4 57-7-12 3-0-0 1-8-66-2-1212-0-06-2-1212-0-07.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-3] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.85 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.42 0.01 (loc) 17-19 17-19 13 l/defl >844 >563 n/a L/d 240 180 n/a PLATES MT20 Weight: 328 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-13,3-21,10-14,1-22: 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.): 4-8, 10-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 4-19, 5-19, 7-16, 8-16, 9-16, 10-13 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 22=249(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 13 Max Grav All reactions 250 lb or less at joint(s) except 13=1019(LC 41), 22=642(LC 45), 19=2032(LC 44), 16=2194(LC 46) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-656/61, 3-4=-12/550, 4-5=0/322, 5-7=-288/148, 7-8=0/340, 8-9=0/481, 9-10=-590/126, 11-13=-740/127, 1-22=-540/51 BOT CHORD 21-22=-190/292, 19-21=-95/557, 13-14=0/384 WEBS 3-21=0/398, 3-19=-1047/99, 4-19=-662/81, 5-19=-861/25, 5-17=0/280, 7-17=0/301, 7-16=-935/26, 8-16=-514/46, 9-16=-812/105, 9-14=0/835, 10-14=-378/107, 10-13=-482/4, 1-21=0/360 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-7-5, Interior(1) 5-7-5 to 17-7-15, Exterior(2R) 17-7-15 to 23-1-8, Interior(1) 23-1-8 to 36-11-13, Exterior(2R) 36-11-13 to 42-5-6, Interior(1) 42-5-6 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665255 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:07 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-TBqD3F9MMSlmLVVmGD0KoHg0rVBzRjdo0Ee5dAzonrM Scale = 1:106.6 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4x6 8x8 4x6 6x6 3x4 3x6 3x4 3x6 4x6 4x6 3x12 4x6 3x6 4x6 3x8 4x6 3x6 6x6 8x8 3x8 3x6 8-11-118-11-11 17-7-158-8-3 17-9-80-1-9 27-3-149-6-6 36-10-89-6-10 36-11-130-1-5 48-10-811-10-11 54-7-125-9-4 -2-0-0 2-0-0 8-11-11 8-11-11 17-7-15 8-8-3 24-1-4 6-5-5 30-6-8 6-5-5 36-11-13 6-5-5 42-11-3 5-11-5 48-10-8 5-11-5 54-7-12 5-9-4 57-7-12 3-0-0 1-8-65-0-1212-0-05-0-1212-0-07.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [5:0-4-0,0-3-3] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.85 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.59 -0.91 0.01 (loc) 15-17 15-17 14 l/defl >356 >230 n/a L/d 240 180 n/a PLATES MT20 Weight: 327 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16,19-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-14,4-22,11-15,11-14,2-23: 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.): 5-9, 11-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 5-20, 6-20, 8-17, 9-17, 10-17 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 23=250(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 14, 23 Max Grav All reactions 250 lb or less at joint(s) except 14=950(LC 41), 23=765(LC 45), 20=2010(LC 44), 17=2163(LC 46) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-642/59, 4-5=0/548, 5-6=0/318, 6-8=-279/147, 8-9=0/376, 9-10=0/538, 10-11=-686/103, 12-14=-672/122, 2-23=-674/105 BOT CHORD 22-23=-175/290, 20-22=-72/548, 14-15=0/478 WEBS 4-22=0/397, 4-20=-1029/95, 5-20=-669/71, 6-20=-858/25, 6-18=0/261, 8-18=0/303, 8-17=-926/27, 9-17=-529/40, 10-17=-829/115, 10-15=0/715, 11-14=-643/0, 2-22=0/357 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-9, Interior(1) 3-5-9 to 17-7-15, Exterior(2R) 17-7-15 to 23-1-8, Interior(1) 23-1-8 to 36-11-13, Exterior(2R) 36-11-13 to 42-5-6, Interior(1) 42-5-6 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 23. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665256 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:09 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-PZyzUwBcu4?Uapf8Nd2otimMIJtnveS4TY7Ch3zonrK Scale = 1:100.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 8x8 6x6 6x8 3x4 3x6 3x4 3x6 3x12 3x6 3x8 3x6 2x4 8x8 3x6 4x8 8-11-118-11-11 17-7-158-8-3 17-9-80-1-9 27-3-149-6-6 36-10-89-6-10 36-11-130-1-5 43-11-36-11-5 50-10-86-11-5 54-7-123-9-4 -2-0-0 2-0-0 8-11-11 8-11-11 17-7-15 8-8-3 24-1-4 6-5-5 30-6-8 6-5-5 36-11-13 6-5-5 43-11-3 6-11-5 50-10-8 6-11-5 54-7-12 3-9-4 57-7-12 3-0-0 1-8-612-0-03-10-1212-0-07.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [5:0-4-0,0-3-3], [12:0-2-12,0-3-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.89 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.42 0.02 (loc) 19-20 19-20 15 l/defl >866 >565 n/a L/d 240 180 n/a PLATES MT20 Weight: 326 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-15,4-24,10-17,12-17,12-16,12-15,2-25: 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.): 5-9, 12-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-9-5 oc bracing: 20-22 4-5-10 oc bracing: 19-20. WEBS 1 Row at midpt 4-22, 5-22, 6-22, 8-19, 9-19, 10-19 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 25=237(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 15, 25 Max Grav All reactions 250 lb or less at joint(s) except 15=882(LC 41), 25=758(LC 45), 22=2046(LC 44), 19=2059(LC 47) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-632/63, 4-5=0/562, 5-6=0/330, 6-8=-305/144, 8-9=0/371, 9-10=0/546, 10-12=-472/84, 13-15=-623/119, 2-25=-667/107 BOT CHORD 24-25=-160/293, 22-24=-48/541, 20-22=-165/257, 19-20=-176/251, 17-19=0/285, 16-17=0/524, 15-16=0/516 WEBS 4-24=0/400, 4-22=-1032/93, 5-22=-675/64, 6-22=-885/17, 6-20=0/289, 8-20=0/308, 8-19=-921/20, 9-19=-584/40, 10-19=-988/82, 10-17=0/401, 12-17=-323/18, 12-15=-749/0, 2-24=0/349 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-9, Interior(1) 3-5-9 to 17-7-15, Exterior(2R) 17-7-15 to 23-1-8, Interior(1) 23-1-8 to 36-11-13, Exterior(2R) 36-11-13 to 42-5-6, Interior(1) 42-5-6 to 57-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 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 100 lb uplift at joint(s) 15, 25. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665256 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:09 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-PZyzUwBcu4?Uapf8Nd2otimMIJtnveS4TY7Ch3zonrK NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T18 Truss Type Piggyback Base Qty 5 Ply 1 WILLOW HAVEN Job Reference (optional) I44665257 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:11 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-Ly4jvcCtQhFBq6oXV24Gy7riG7YNNZgNxscImyzonrI Scale = 1:98.4 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 6x6 6x6 3x4 3x6 3x12 3x6 3x12 6x6 3x4 6x6 3x6 4x8 8-11-118-11-11 17-7-158-8-3 17-9-80-1-9 27-3-149-6-6 36-10-89-6-10 36-11-130-1-5 45-8-18-8-3 54-7-128-11-11 -2-0-0 2-0-0 8-11-11 8-11-11 17-7-15 8-8-3 24-1-4 6-5-5 30-6-8 6-5-5 36-11-13 6-5-5 45-8-1 8-8-3 54-7-12 8-11-11 1-8-612-0-01-8-612-0-07.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-3-0], [9:0-3-8,0-3-0], [13:Edge,0-1-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.88 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.40 0.02 (loc) 16-17 17-19 13 l/defl >896 >594 n/a L/d 240 180 n/a PLATES MT20 Weight: 314 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-21,10-14,2-22,12-13: 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.): 5-9. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. WEBS 1 Row at midpt 4-19, 5-19, 6-19, 8-16, 9-16, 10-16 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 22=213(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) except 22=724(LC 41), 19=2009(LC 40), 16=1980(LC 42), 13=647(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-603/58, 4-5=0/527, 5-6=0/308, 6-8=-301/131, 8-9=0/308, 9-10=0/495, 10-12=-634/56, 2-22=-621/95, 12-13=-508/45 BOT CHORD 21-22=-136/292, 19-21=-16/535, 14-16=0/447 WEBS 4-21=0/398, 4-19=-991/73, 5-19=-633/44, 6-19=-863/4, 6-17=0/293, 8-17=0/293, 8-16=-865/8, 9-16=-628/29, 10-16=-1000/78, 10-14=0/398, 2-21=0/341, 12-14=0/335 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-9, Interior(1) 3-5-9 to 17-7-15, Exterior(2R) 17-7-15 to 25-4-11, Interior(1) 25-4-11 to 36-11-13, Exterior(2R) 36-11-13 to 44-8-9, Interior(1) 44-8-9 to 54-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 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 100 lb uplift at joint(s) 22. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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.February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665258 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:13 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-IKBUKIE7yIVv3QywcT7k1Yw1vwCwrPJgOA5PqqzonrG Scale = 1:101.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4x6 8x8 4x6 8x8 4x6 3x8 MT18HS 3x6 4x6 4x6 5x8 5x6 5x6 5x6 5x8 4x6 4x6 6x8 3x8 MT18HS 6x8 3x6 4x8 8-11-118-11-11 17-7-158-8-3 17-9-80-1-9 27-3-149-6-6 36-11-139-7-15 45-8-18-8-3 54-7-128-11-11 -2-0-0 2-0-0 8-11-11 8-11-11 17-7-15 8-8-3 24-1-4 6-5-5 30-6-8 6-5-5 36-11-13 6-5-5 45-8-1 8-8-3 54-7-12 8-11-11 1-8-612-0-01-8-612-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-3-0], [5:0-6-0,0-4-4], [9:0-6-0,0-4-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 1.00 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.47 0.04 (loc) 16-17 16-17 13 l/defl >999 >946 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 314 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-21,10-14,2-22,12-13: 2x4 SPF-S Stud 6-19,8-16: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 4-19, 5-19, 6-19, 8-17, 10-16, 2-21 REACTIONS. (size)22=0-5-8, 19=0-5-8, 13=0-5-8 Max Horz 22=213(LC 13) Max Uplift 22=-53(LC 14) Max Grav 22=542(LC 35), 19=3251(LC 40), 13=1556(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-356/244, 4-5=0/960, 5-6=0/679, 6-8=-790/122, 8-9=-1193/119, 9-10=-1450/103, 10-12=-2057/30, 2-22=-462/100, 12-13=-1416/29 BOT CHORD 21-22=-141/283, 19-21=-262/223, 17-19=0/433, 16-17=0/979, 14-16=0/1670 WEBS 4-21=0/438, 4-19=-1041/72, 5-19=-826/34, 6-19=-2083/0, 6-17=0/1329, 8-17=-838/43, 8-16=0/750, 9-16=0/331, 10-16=-817/81, 10-14=-28/259, 2-21=-277/132, 12-14=0/1518 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-9, Interior(1) 3-5-9 to 17-7-15, Exterior(2R) 17-7-15 to 25-4-11, Interior(1) 25-4-11 to 36-11-13, Exterior(2R) 36-11-13 to 44-8-9, Interior(1) 44-8-9 to 54-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 100 lb uplift at joint(s) 22. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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.February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T20 Truss Type Piggyback Base Qty 3 Ply 1 WILLOW HAVEN Job Reference (optional) I44665259 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:15 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-EjJEl_FNTwldJk6Iku9C7z0N_kwTJJGzrUaWvjzonrE Scale = 1:101.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 8x8 6x8 3x4 3x6 3x4 8x8 3x12 5x6 3x4 5x8 5x6 5x8 6x8 5x6 3x6 8-11-118-11-11 17-7-158-8-3 17-9-80-1-9 27-0-99-3-1 36-5-49-4-11 44-7-18-1-13 52-2-47-7-3 54-7-122-5-8 -2-0-0 2-0-0 8-11-11 8-11-11 17-7-15 8-8-3 23-11-1 6-3-2 30-2-2 6-3-2 36-5-4 6-3-2 36-11-13 0-6-9 44-7-1 7-7-3 52-2-4 7-7-3 54-7-12 2-5-8 56-7-12 2-0-0 1-8-612-0-01-8-61-0-012-0-07.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [5:0-6-0,0-4-4], [13:0-1-4,0-2-8], [14:0-2-9,0-2-8], [20:0-2-8,0-3-4], [21:Edge,0-3-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.87 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.41 0.11 (loc) 22-24 22-24 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 343 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-17: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-26,11-19,13-19,2-27,14-16,14-17: 2x4 SPF-S Stud 6-24: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-20 WEBS 1 Row at midpt 4-24, 5-24, 6-24, 7-22, 10-20, 11-20, 2-26 REACTIONS. (size)27=0-5-8, 16=0-5-8, 24=0-5-8 Max Horz 27=-218(LC 12) Max Uplift 27=-71(LC 14), 16=-38(LC 14) Max Grav 27=495(LC 35), 16=1580(LC 43), 24=3300(LC 40) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-283/368, 4-5=0/1108, 5-6=0/806, 6-7=-615/143, 7-9=-1138/120, 9-10=-1143/119, 10-11=-1330/108, 11-13=-2116/29, 13-14=-1285/27, 2-27=-415/118, 14-16=-1568/48 BOT CHORD 26-27=-148/290, 24-26=-373/160, 22-24=-91/296, 19-20=0/1712, 18-19=0/1831, 17-18=-569/0, 13-18=-459/28 WEBS 4-26=0/449, 4-24=-1058/67, 5-24=-901/17, 6-24=-2047/0, 6-22=0/1320, 7-22=-980/19, 20-22=0/812, 7-20=0/836, 10-20=-53/417, 11-20=-1008/48, 11-19=0/441, 2-26=-378/71, 14-17=0/1143 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-9, Interior(1) 3-5-9 to 17-7-15, Exterior(2R) 17-7-15 to 25-4-11, Interior(1) 25-4-11 to 36-11-13, Exterior(2R) 36-11-13 to 44-7-1, Interior(1) 44-7-1 to 56-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 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 100 lb uplift at joint(s) 27, 16. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T20 Truss Type Piggyback Base Qty 3 Ply 1 WILLOW HAVEN Job Reference (optional) I44665259 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:15 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-EjJEl_FNTwldJk6Iku9C7z0N_kwTJJGzrUaWvjzonrE NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665260 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:17 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-A6R?9gHd?X?LY1GhrJBgCO5jXXcxnDlGJo3dzbzonrC Scale = 1:100.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 37 38 39 40 8x8 6x8 3x6 3x6 3x4 8x8 3x12 5x6 3x4 5x8 5x6 5x8 8x8 5x6 3x6 8-10-38-10-3 16-6-87-8-5 17-4-150-10-7 26-9-99-4-11 36-2-49-4-11 44-4-18-1-13 51-11-47-7-3 54-4-122-5-8 8-10-3 8-10-3 17-4-15 8-6-11 23-8-1 6-3-2 29-11-2 6-3-2 36-2-4 6-3-2 36-8-13 0-6-9 44-4-1 7-7-3 51-11-4 7-7-3 54-4-12 2-5-8 56-4-12 2-0-0 1-10-212-0-01-8-61-0-012-0-07.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-0], [4:0-6-0,0-4-4], [12:0-1-4,0-2-8], [13:0-2-9,0-2-8], [19:0-2-8,0-3-4], [20:Edge,0-3-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.87 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.41 0.11 (loc) 21-23 21-23 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 338 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-16: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-25,10-18,12-18,1-26,13-15,13-16: 2x4 SPF-S Stud 5-23: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-19 WEBS 1 Row at midpt 3-23, 4-23, 5-23, 6-21, 9-19, 10-19, 1-25 REACTIONS. (size)26=0-2-8, 15=0-5-8, 23=0-5-8 Max Horz 26=-214(LC 12) Max Uplift 26=-22(LC 32), 15=-37(LC 14) Max Grav 26=362(LC 35), 15=1582(LC 43), 23=3303(LC 40) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-275/371, 3-4=0/1099, 4-5=0/802, 5-6=-615/140, 6-8=-1138/118, 8-9=-1143/117, 9-10=-1331/106, 10-12=-2118/27, 12-13=-1286/26, 1-26=-283/118, 13-15=-1569/46 BOT CHORD 25-26=-145/275, 23-25=-376/161, 21-23=-87/296, 18-19=0/1714, 17-18=0/1833, 16-17=-569/0, 12-17=-460/27 WEBS 3-25=0/446, 3-23=-1060/71, 4-23=-887/15, 5-23=-2047/0, 5-21=0/1320, 6-21=-979/20, 19-21=0/813, 6-19=0/835, 9-19=-51/417, 10-19=-1008/48, 10-18=0/441, 1-25=-368/71, 13-16=0/1145 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=54ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-7-0, Interior(1) 5-7-0 to 17-4-15, Exterior(2R) 17-4-15 to 25-1-4, Interior(1) 25-1-4 to 36-8-13, Exterior(2R) 36-8-13 to 44-4-1, Interior(1) 44-4-1 to 56-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 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 at joint(s) 26. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 15. Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665260 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:17 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-A6R?9gHd?X?LY1GhrJBgCO5jXXcxnDlGJo3dzbzonrC NOTES- 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T22 Truss Type Piggyback Base Qty 8 Ply 1 WILLOW HAVEN Job Reference (optional) I44665261 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:20 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-bh77ohJWISNwPV_GXRlOp1jCKlec_aui?lHHawzonr9 Scale = 1:99.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 33 34 35 36 37 38 39 40 41 42 43 6x6 3x4 5x6 3x12 8x8 3x4 3x4 4x8 5x6 8x16 3x4 3x4 3x6 5x6 2x4 8x8 4x10 5x6 3x6 8x8 2-5-8 2-5-8 10-0-11 7-7-3 18-2-8 8-1-13 22-8-12 4-6-4 32-9-12 10-1-0 36-11-13 4-2-1 37-10-4 0-10-7 45-6-9 7-8-5 54-4-12 8-10-3 -2-0-0 2-0-0 2-5-8 2-5-8 10-0-11 7-7-3 17-7-15 7-7-3 18-2-8 0-6-9 22-8-12 4-6-4 27-9-4 5-0-8 32-9-12 5-0-8 36-11-13 4-2-1 45-6-9 8-6-11 54-4-12 8-10-3 1-8-612-0-01-10-21-0-012-0-07.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [3:0-0-12,0-2-8], [12:0-5-0,0-3-12], [15:0-2-12,0-2-0], [21:0-8-0,0-2-8], [23:Edge,0-1-12], [25:0-2-8,0-3-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.81 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -0.96 0.26 (loc) 21-22 21-22 19 l/defl >785 >463 n/a L/d 240 180 n/a PLATES MT20 Weight: 359 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-28: 2x6 SPF No.2, 21-22: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-25,6-25,8-25,9-21,12-21,13-19,15-17: 2x4 SPF No.2 8-21,12-19: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. Except: 1 Row at midpt 7-25, 11-21 WEBS 1 Row at midpt 5-25, 6-25, 8-21, 9-21, 13-19, 15-17 2 Rows at 1/3 pts 12-19 REACTIONS. (size)29=0-5-8, 19=0-5-8 (req. 0-6-10), 16=Mechanical Max Horz 29=214(LC 13) Max Uplift 29=-75(LC 14), 16=-687(LC 40) Max Grav 29=1335(LC 41), 19=4218(LC 40), 16=115(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1065/61, 3-5=-1687/106, 5-6=-862/183, 6-7=-627/185, 7-8=-622/185, 8-9=0/955, 9-11=0/1062, 11-12=0/1067, 12-13=0/2093, 13-15=0/1414, 2-29=-1339/87, 15-16=-38/816 BOT CHORD 27-28=-454/3, 3-27=-377/43, 26-27=-30/1739, 25-26=-1/1495, 8-22=0/350, 21-22=0/456, 11-21=-418/74, 19-20=-325/0, 17-19=-1142/0 WEBS 3-26=-281/80, 5-26=0/450, 5-25=-1038/51, 23-25=0/551, 8-25=0/983, 8-21=-1723/0, 9-21=-606/58, 19-21=-1415/25, 12-21=0/2035, 12-19=-3161/0, 13-19=-1156/50, 13-17=0/585, 2-28=0/933, 15-17=-1228/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=54ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-4, Interior(1) 3-5-4 to 17-7-15, Exterior(2R) 17-7-15 to 25-4-4, Interior(1) 25-4-4 to 36-11-13, Exterior(2R) 36-11-13 to 44-8-2, Interior(1) 44-8-2 to 54-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 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) WARNING: Required bearing size at joint(s) 19 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections.Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T22 Truss Type Piggyback Base Qty 8 Ply 1 WILLOW HAVEN Job Reference (optional) I44665261 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:20 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-bh77ohJWISNwPV_GXRlOp1jCKlec_aui?lHHawzonr9 NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29 except (jt=lb) 16=687. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T23 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665262 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:22 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-X3EuDNLmq3eeeo8eesnsvSocBYIwSUb?S3mOfpzonr7 Scale = 1:99.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 31 30 29 28 27 2625 24 23 22 21 20 19 18 17 16 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4x6 6x16 8x8 4x6 5x6 3x12 3x6 4x6 4x6 8x10 6x10 6x16 4x6 6x16 6x10 3x6 6x10 4x6 5x6 4x6 3x6 2-5-8 2-5-8 10-4-0 7-10-8 18-2-8 7-10-8 19-3-14 1-1-6 22-8-12 3-4-14 32-9-12 10-1-0 35-3-14 2-6-2 37-7-8 2-3-10 45-10-6 8-2-14 54-4-12 8-6-6 -2-0-0 2-0-0 2-5-8 2-5-8 10-4-0 7-10-8 18-2-8 7-10-8 19-3-14 1-1-6 22-8-12 3-4-14 27-9-4 5-0-8 32-9-12 5-0-8 35-3-14 2-6-2 41-7-0 6-3-2 47-10-2 6-3-2 54-4-12 6-6-10 1-8-612-11-101-10-21-0-012-11-107.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [3:0-1-4,0-2-8], [7:0-11-4,0-3-0], [11:0-4-0,0-3-3], [22:0-6-8,0-2-4], [23:0-8-0,0-2-8], [27:0-2-4,0-3-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.95 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -0.94 0.23 (loc) 22-23 22-23 16 l/defl >788 >475 n/a L/d 240 180 n/a PLATES MT20 Weight: 398 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-30: 2x6 SP 2400F 2.0E, 22-23: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-27,7-27,7-23,9-23,9-22,11-22,12-20,12-19,12-17: 2x4 SPF No.2 7-25,11-20: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 6-27, 8-23, 10-22 WEBS 1 Row at midpt 5-27, 7-25, 7-23, 9-22, 11-20 2 Rows at 1/3 pts 12-19 REACTIONS. (size)31=0-5-8, 19=0-5-8, 16=Mechanical Max Horz 31=230(LC 13) Max Uplift 31=-35(LC 14), 16=-20(LC 14) Max Grav 31=1721(LC 41), 19=2935(LC 41), 16=548(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1408/25, 3-5=-2409/35, 5-6=-1619/113, 6-7=-1400/190, 7-8=-1209/133, 8-9=-1214/132, 9-10=-463/157, 10-11=-457/158, 11-12=-154/311, 12-13=-433/140, 2-31=-1718/47 BOT CHORD 29-30=-614/0, 3-29=-512/27, 28-29=0/2250, 27-28=0/2136, 26-27=-271/0, 6-27=-347/185, 24-25=-276/0, 8-23=-326/72, 22-23=0/961, 10-22=-299/60, 19-20=-1283/40, 16-17=-1/392 WEBS 5-28=0/439, 5-27=-1018/54, 25-27=0/1785, 7-27=-45/1975, 7-25=-1386/0, 23-25=0/1517, 7-23=-329/264, 9-23=0/988, 9-22=-1297/3, 11-22=0/1857, 11-20=-2003/0, 12-20=0/2155, 12-19=-2778/0, 12-17=0/662, 13-17=-298/105, 2-30=0/1240, 13-16=-398/35 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=54ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-4, Interior(1) 3-5-4 to 19-3-14, Exterior(2R) 19-3-14 to 27-0-3, Interior(1) 27-0-3 to 35-3-14, Exterior(2R) 35-3-14 to 43-0-3, Interior(1) 43-0-3 to 54-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 MT20 unless otherwise indicated. 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.Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T23 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665262 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:22 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-X3EuDNLmq3eeeo8eesnsvSocBYIwSUb?S3mOfpzonr7 NOTES- 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 16. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T24 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665263 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:25 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-xew0rPNf7_0CVGtDJ_LZW4Q3AmLhfqXR91?2F8zonr4 Scale = 1:99.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 33 34 35 36 37 38 39 40 41 42 43 6x6 3x4 5x6 3x12 8x8 3x4 3x4 4x8 3x4 3x4 3x6 5x6 8x16 2x4 8x8 4x10 5x6 3x6 8x8 2-5-82-5-8 9-10-117-5-3 18-2-88-3-13 22-8-124-6-4 32-9-1210-1-0 37-3-144-6-2 37-10-40-6-6 45-8-97-10-5 54-4-128-8-3 -2-0-0 2-0-0 2-5-8 2-5-8 9-10-11 7-5-3 17-3-14 7-5-3 18-2-8 0-10-10 22-8-12 4-6-4 27-9-4 5-0-8 32-9-12 5-0-8 37-3-14 4-6-2 45-8-9 8-4-11 54-4-12 8-8-3 1-8-611-9-101-10-21-0-011-9-107.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [3:0-0-12,0-2-8], [12:0-5-0,0-3-12], [15:0-2-12,0-2-0], [21:0-8-0,0-2-8], [23:Edge,0-1-8], [25:0-2-8,0-3-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.81 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -0.97 0.26 (loc) 21-22 21-22 19 l/defl >791 >464 n/a L/d 240 180 n/a PLATES MT20 Weight: 357 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-28: 2x6 SPF No.2, 21-22: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-25,6-25,8-25,9-21,12-21,13-19,15-17: 2x4 SPF No.2 8-21,12-19: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 5-0-13 oc bracing. Except: 1 Row at midpt 7-25, 11-21 WEBS 1 Row at midpt 5-25, 6-25, 8-21, 9-21, 13-19, 15-17 2 Rows at 1/3 pts 12-19 REACTIONS. (size)29=0-5-8, 19=0-5-8 (req. 0-6-12), 16=Mechanical Max Horz 29=211(LC 13) Max Uplift 29=-73(LC 14), 16=-747(LC 40) Max Grav 29=1348(LC 41), 19=4288(LC 40), 16=85(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/59, 3-5=-1719/101, 5-6=-878/177, 6-7=-668/180, 7-8=-665/180, 8-9=0/930, 9-11=0/1038, 11-12=0/1042, 12-13=0/2173, 13-15=0/1493, 2-29=-1353/85, 15-16=-9/874 BOT CHORD 27-28=-459/1, 3-27=-384/40, 26-27=-27/1747, 25-26=0/1521, 8-22=0/344, 21-22=0/494, 11-21=-441/76, 19-20=-319/0, 17-19=-1212/0 WEBS 3-26=-255/81, 5-26=0/448, 5-25=-1034/48, 23-25=0/594, 8-25=0/958, 8-21=-1709/0, 9-21=-604/57, 19-21=-1481/20, 12-21=0/2098, 12-19=-3242/0, 13-19=-1149/48, 13-17=0/592, 2-28=0/944, 15-17=-1295/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=54ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-4, Interior(1) 3-5-4 to 17-3-14, Exterior(2R) 17-3-14 to 25-0-3, Interior(1) 25-0-3 to 37-3-14, Exterior(2R) 37-3-14 to 45-0-3, Interior(1) 45-0-3 to 54-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 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) WARNING: Required bearing size at joint(s) 19 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections. Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T24 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665263 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:25 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-xew0rPNf7_0CVGtDJ_LZW4Q3AmLhfqXR91?2F8zonr4 NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29 except (jt=lb) 16=747. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T25 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665264 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:26 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-PrUO2kOHuI837QSQtiso3IzGKAeJOJIbNhkboazonr3 Scale = 1:98.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 1716 15 14 13 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 6x6 6x8 3x8 MT18HS 3x6 6x6 3x8 5x6 5x6 3x6 8x10 3x4 5x6 3x8 4x8 7-9-117-9-11 15-3-147-6-3 26-5-1111-1-13 37-7-811-1-13 39-3-141-8-6 46-8-97-4-11 54-4-127-8-3 -2-0-0 2-0-0 7-9-11 7-9-11 15-3-14 7-6-3 23-3-14 8-0-0 31-3-14 8-0-0 39-3-14 8-0-0 46-8-9 7-4-11 54-4-12 7-8-3 1-8-610-7-101-10-210-7-107.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [12:0-2-12,0-2-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.98 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.51 -0.81 0.05 (loc) 18-20 18-20 17 l/defl >888 >558 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 307 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-16,16-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,10-14,2-23,2-22,12-13,12-14: 2x4 SPF-S Stud 8-17: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-18, 8-17, 9-17, 10-15 REACTIONS. (size)23=0-5-8, 17=0-5-8, 13=Mechanical Max Horz 23=192(LC 13) Max Uplift 23=-29(LC 14), 13=-7(LC 14) Max Grav 23=1661(LC 41), 17=3356(LC 44), 13=435(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2006/26, 4-5=-1606/83, 5-6=-1353/98, 6-8=-985/100, 8-9=0/811, 9-10=0/805, 10-12=-409/315, 2-23=-1532/72, 12-13=-370/112 BOT CHORD 22-23=-112/289, 20-22=0/1754, 18-20=0/1270, 17-18=0/419, 15-17=-621/83, 14-15=-206/283 WEBS 4-20=-618/72, 5-20=0/395, 6-20=-7/580, 6-18=-818/64, 8-18=0/1443, 8-17=-2251/6, 9-17=-1223/38, 9-15=-24/539, 10-15=-928/58, 10-14=0/409, 2-22=0/1489, 12-14=-269/216 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=54ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-4, Interior(1) 3-5-4 to 15-3-14, Exterior(2R) 15-3-14 to 23-0-3, Interior(1) 23-0-3 to 39-3-14, Exterior(2R) 39-3-14 to 47-0-3, Interior(1) 47-0-3 to 54-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 4x6 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, with BCDL = 10.0psf. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 13.Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T25 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665264 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:27 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-t12mG4PvfcGwla1cRPN1cVVR4Z_Y7mYkcLU9K0zonr2 NOTES- 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T26 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665265 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:28 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-MDb9TQQXQvOnMjco?7uG8j2djzNDsBNtr?DisTzonr1 Scale = 1:97.0 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 1716 15 14 13 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 4x6 4x6 5x6 3x6 3x6 4x6 6x6 3x6 4x8 6x6 2x4 4x6 5x6 5x6 5x6 6x6 3x6 4x6 4x6 8x8 3x4 4x8 3x6 6-9-116-9-11 13-3-146-6-3 20-3-147-0-0 27-3-147-0-0 37-7-810-3-10 41-3-143-8-6 47-8-96-4-11 54-4-126-8-3 -2-0-0 2-0-0 6-9-11 6-9-11 13-3-14 6-6-3 20-3-14 7-0-0 27-3-14 7-0-0 34-3-14 7-0-0 41-3-14 7-0-0 47-8-9 6-4-11 54-4-12 6-8-3 1-8-69-5-101-10-29-5-107.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [12:0-2-12,0-2-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.83 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.64 0.04 (loc) 17-18 17-18 17 l/defl >999 >698 n/a L/d 240 180 n/a PLATES MT20 Weight: 311 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,4-22,11-15,11-14,2-24,2-23,12-13,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-8 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-22, 5-20, 6-20, 7-18, 9-17, 10-17, 11-15 REACTIONS. (size)24=0-5-8, 17=0-5-8, 13=Mechanical Max Horz 24=174(LC 13) Max Uplift 24=-30(LC 14), 13=-8(LC 14) Max Grav 24=1657(LC 41), 17=3329(LC 44), 13=505(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1956/20, 4-5=-1717/73, 5-6=-1535/94, 6-7=-1534/94, 7-9=-1011/101, 9-10=0/847, 10-11=-1/580, 11-12=-504/210, 2-24=-1545/66, 12-13=-447/58 BOT CHORD 22-23=0/1695, 20-22=0/1501, 18-20=0/1045, 17-18=-288/73, 15-17=-443/69, 14-15=-124/363 WEBS 4-22=-478/77, 5-22=0/592, 5-20=-267/223, 6-20=-689/81, 7-20=0/881, 7-18=-1043/64, 9-18=0/1818, 9-17=-2150/32, 10-17=-1144/7, 10-15=0/584, 11-15=-765/48, 11-14=0/310, 2-23=0/1479, 12-14=-175/304 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=54ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-4, Interior(1) 3-5-4 to 13-3-14, Exterior(2R) 13-3-14 to 21-0-3, Interior(1) 21-0-3 to 41-3-14, Exterior(2R) 41-3-14 to 49-0-3, Interior(1) 49-0-3 to 54-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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.February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T27 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665266 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:30 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-Icjvu6RnxXeVc1lB6YwkD87wan3hK61AIJipxLzonr? Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 2728 29 30 31 32 33 34 35 36 37 38 6x6 4x6 3x4 4x6 3x8 4x6 4x8 2x4 2x4 6x10 5x6 5x6 6x8 3x6 4x6 3x6 5x10 MT18HS 4x8 4x8 3x6 3x6 11-3-1411-3-14 19-3-148-0-0 27-3-148-0-0 37-7-810-3-10 43-3-145-8-6 54-4-1211-0-14 -2-0-0 2-0-0 5-9-11 5-9-11 11-3-14 5-6-3 19-3-14 8-0-0 27-3-14 8-0-0 35-3-14 8-0-0 43-3-14 8-0-0 48-8-9 5-4-11 54-4-12 5-8-3 1-8-68-3-101-10-28-3-107.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.76 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.74 0.06 (loc) 13-14 13-14 16 l/defl >539 >268 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 285 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15,18-20: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-21,5-17,8-17,10-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-9 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 5-17, 10-16, 3-22 2 Rows at 1/3 pts 8-16 REACTIONS. (size)16=0-5-8, 22=0-5-8, 13=Mechanical Max Horz 22=155(LC 13) Max Uplift 22=-25(LC 14) Max Grav 16=3368(LC 44), 22=1658(LC 41), 13=543(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-398/53, 3-4=-1832/39, 4-5=-1568/56, 5-7=-1086/71, 7-8=-1086/71, 8-10=0/996, 10-11=-123/392, 11-12=-298/24, 2-22=-484/95, 12-13=-292/24 BOT CHORD 21-22=-1/1518, 19-21=0/1836, 17-19=0/1836, 16-17=-478/65, 14-16=-277/83, 13-14=-149/332 WEBS 4-21=0/519, 5-21=-386/144, 5-19=0/393, 5-17=-1022/0, 7-17=-459/81, 8-17=0/2055, 8-16=-2168/51, 10-16=-1220/0, 10-14=0/634, 11-14=-491/108, 3-22=-1556/0, 11-13=-289/376 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=54ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-4, Interior(1) 3-5-4 to 11-3-14, Exterior(2R) 11-3-14 to 19-0-3, Interior(1) 19-0-3 to 43-3-14, Exterior(2R) 43-3-14 to 51-0-3, Interior(1) 51-0-3 to 54-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T28 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665267 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:32 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-E_rfJoT2T8uDrLvZEzzCJZDEdaiKo14TmdBw_Ezonqz Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 6x6 4x6 3x4 4x6 3x8 4x6 4x8 2x4 2x4 6x10 5x6 4x6 6x8 3x6 4x6 3x6 3x8 3x8 6x8 3x6 3x6 9-3-149-3-14 18-3-149-0-0 27-3-149-0-0 37-7-810-3-10 45-3-147-8-6 54-4-129-0-14 -2-0-0 2-0-0 4-9-11 4-9-11 9-3-14 4-6-3 18-3-14 9-0-0 27-3-14 9-0-0 36-3-14 9-0-0 45-3-14 9-0-0 49-8-9 4-4-11 54-4-12 4-8-3 1-8-67-1-101-10-27-1-107.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-3-0], [9:0-4-0,Edge] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.94 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.45 0.06 (loc) 16-17 16-17 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 274 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-15,18-20: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-21,5-17,8-17,10-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-8 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-21, 5-17, 8-16, 10-16, 3-22 REACTIONS. (size)16=0-5-8, 22=0-5-8, 13=0-2-8 Max Horz 22=136(LC 13) Max Uplift 22=-26(LC 14) Max Grav 16=3368(LC 40), 22=1645(LC 41), 13=539(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/66, 3-4=-1897/28, 4-5=-1638/44, 5-7=-1193/60, 7-8=-1193/60, 8-10=0/1154, 2-22=-481/102 BOT CHORD 21-22=0/1465, 19-21=0/2146, 17-19=0/2146, 16-17=-715/37, 13-14=-69/332 WEBS 3-21=-74/352, 4-21=0/531, 5-21=-647/22, 5-19=0/471, 5-17=-1173/0, 7-17=-513/90, 8-17=0/2376, 8-16=-2160/68, 10-16=-1336/0, 10-14=0/549, 11-14=-348/96, 3-22=-1646/0, 11-13=-350/211 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=54ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 3-5-4, Interior(1) 3-5-4 to 9-3-14, Exterior(2R) 9-3-14 to 17-0-3, Interior(1) 17-0-3 to 45-3-14, Exterior(2R) 45-3-14 to 53-0-3, Interior(1) 53-0-3 to 54-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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.February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T29 Truss Type Hip Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665268 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:33 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-iBP2W8TgES04TVUmngURrmlQM_5IXTpc_HxTXgzonqy Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 6x8 6x6 4x6 6x6 3x4 3x6 4x10 4x6 5x6 5x6 5x6 4x6 3x6 4x6 5x8 3x4 5x6 4x6 4x8 3x6 7-3-147-3-14 17-0-49-8-6 27-1-710-1-3 37-2-1110-1-3 47-3-1410-1-3 54-7-127-3-14 7-3-14 7-3-14 15-3-14 8-0-0 23-3-14 8-0-0 31-3-14 8-0-0 39-3-14 8-0-0 47-3-14 8-0-0 54-7-12 7-3-14 56-7-12 2-0-0 1-8-65-11-101-8-65-11-107.00 12 Plate Offsets (X,Y)-- [10:0-2-12,0-1-12], [13:0-4-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.77 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.48 0.05 (loc) 13-15 13-15 12 l/defl >999 >937 n/a L/d 240 180 n/a PLATES MT20 Weight: 257 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 17-19: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-20,5-18,8-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-0 max.): 2-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-11-2 oc bracing: 18-20. WEBS 1 Row at midpt 3-18, 5-18, 6-16, 8-13 REACTIONS. (size)21=0-5-8, 18=0-5-8, 12=0-5-8 Max Horz 21=-116(LC 12) Max Uplift 21=-14(LC 14), 12=-33(LC 14) Max Grav 21=508(LC 35), 18=3392(LC 40), 12=1573(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-386/156, 3-5=0/1495, 5-6=-1213/60, 6-8=-2377/33, 8-9=-1641/39, 9-10=-1952/0, 1-21=-451/83, 10-12=-1479/64 BOT CHORD 18-20=-1106/24, 16-18=0/397, 15-16=0/1840, 13-15=0/2382 WEBS 2-20=-453/63, 3-20=0/1322, 3-18=-1478/49, 5-18=-2431/0, 5-16=0/1524, 6-16=-1078/42, 6-15=0/719, 8-15=-251/163, 8-13=-950/26, 9-13=0/576, 10-13=0/1556 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-7-5, Interior(1) 5-7-5 to 7-3-14, Exterior(2R) 7-3-14 to 15-3-14, Interior(1) 15-3-14 to 47-3-14, Exterior(2R) 47-3-14 to 55-0-10, Interior(1) 55-0-10 to 56-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; IBC 1607.11.2 minimum roof live load applied where required.; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T30 Truss Type Common Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665269 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:34 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-ANzQkUUI?l8x4e3yLN?gO_Id4ORNG?YmDxg036zonqx Scale = 1:60.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 3x6 4x6 3x6 3x6 3x4 4x6 3x4 4x6 3x4 3x8 3x8 3x4 8-8-48-8-4 17-1-08-4-12 25-9-48-8-4 -2-0-0 2-0-0 6-7-1 6-7-1 12-10-10 6-3-9 19-2-3 6-3-9 25-9-4 6-7-1 27-9-4 2-0-0 1-8-69-2-91-8-67.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.71 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.27 0.04 (loc) 11-13 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (size)14=0-5-8, 10=0-5-8 Max Horz 14=-173(LC 12) Max Uplift 14=-29(LC 14), 10=-29(LC 14) Max Grav 14=1186(LC 22), 10=1186(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1214/91, 5-6=-1214/91, 2-14=-351/116, 8-10=-350/116 BOT CHORD 13-14=0/1103, 11-13=0/823, 10-11=0/1015 WEBS 5-11=-9/529, 5-13=-9/529, 4-14=-1164/0, 6-10=-1164/0 NOTES- 1) 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) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 12-10-10, Exterior(2R) 12-10-10 to 15-10-10, Interior(1) 15-10-10 to 27-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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, 10. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T31 Truss Type Common Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665270 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:35 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-eZXoxpVwm3Gnioe8v5WvwBro1omN?VovSbQabZzonqw Scale = 1:60.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 3x6 4x6 3x6 3x6 3x8 4x6 3x4 4x6 3x4 4x8 3x4 3x6 10-4-210-4-2 18-8-28-4-0 25-9-47-1-2 -2-0-0 2-0-0 6-7-1 6-7-1 12-10-10 6-3-9 19-2-3 6-3-9 25-9-4 6-7-1 27-9-4 2-0-0 1-8-69-2-91-8-67.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.79 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.62 0.00 (loc) 13-14 13-14 10 l/defl >335 >196 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-13,6-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 6-13, 4-14 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 14=-173(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 14, 10 Max Grav All reactions 250 lb or less at joint(s) except 13=900(LC 22), 11=575(LC 4), 14=498(LC 3), 10=431(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-261/81, 2-14=-356/109, 8-10=-359/99 WEBS 4-13=-359/120, 5-13=-349/4, 6-11=-394/60 NOTES- 1) 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) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 12-10-10, Exterior(2R) 12-10-10 to 15-10-10, Interior(1) 15-10-10 to 27-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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, 10. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss T32 Truss Type Common Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665271 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:36 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-7m4A99WYXNOeKyDLTo18TPNzmC6bkxj3gF977?zonqv Scale = 1:56.2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 3x4 4x6 4x6 3x6 3x8 4x6 3x4 4x6 4x8 3x4 10-4-210-4-2 18-8-28-4-0 25-9-47-1-2 6-7-1 6-7-1 12-10-10 6-3-9 19-2-3 6-3-9 25-9-4 6-7-1 1-8-69-2-91-8-67.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.79 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.62 0.00 (loc) 9-10 9-10 6 l/defl >335 >196 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-9,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 4-9, 2-10 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 10=153(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 9 Max Grav All reactions 250 lb or less at joint(s) except 9=911(LC 21), 7=581(LC 4), 10=392(LC 3), 6=316(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-273/59 WEBS 2-9=-379/124, 3-9=-338/18, 4-7=-398/70 NOTES- 1) 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-10-10, Exterior(2R) 12-10-10 to 15-10-10, Interior(1) 15-10-10 to 25-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665272 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:39 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-XLmJnBYRqInDBQxv8xbr51?T8PA6xFwVNDOnkKzonqs Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 2526 2728 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 4x6 3x4 4x8 8x8 5x6 4x8 4x6 4x6 4x8 4x8 4x6 3x8 4x6 5x6 4x8 4x6 5x10 MT18HS 3x6 4x8 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 9-1-149-1-14 18-0-48-10-6 19-8-121-8-8 29-4-129-8-0 33-4-124-0-0 45-0-011-7-4 -3-0-0 3-0-0 6-9-4 6-9-4 13-3-0 6-5-12 19-8-12 6-5-12 24-6-12 4-10-0 29-4-12 4-10-0 33-4-12 4-0-0 39-0-10 5-7-14 45-0-0 5-11-6 47-0-0 2-0-0 2-9-158-5-101-8-68-5-107.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-1-12], [9:0-4-0,0-2-4] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.61 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.27 0.04 (loc) 13-14 13-14 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 235 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,4-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-1 max.): 1-6, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-21, 5-18, 7-17, 8-14, 10-13 REACTIONS. (size)21=0-5-8, 18=0-5-8, 13=0-5-8 Max Horz 21=-166(LC 79) Max Uplift 21=-310(LC 6), 18=-222(LC 10), 13=-48(LC 81) Max Grav 21=1218(LC 93), 18=2394(LC 91), 13=1530(LC 44) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-659/141, 3-5=-1498/439, 5-6=-109/1032, 6-7=-735/238, 7-8=-1338/105, 8-9=-1113/88, 9-10=-1417/78, 10-11=-356/61, 11-13=-474/99 BOT CHORD 20-21=-360/1523, 18-20=-257/949, 17-18=-189/536, 16-17=0/1201, 14-16=0/1103, 13-14=0/1295 WEBS 3-21=-1501/441, 5-20=-139/691, 5-18=-2110/469, 6-18=-1851/0, 6-17=0/1046, 7-17=-1118/133, 8-16=-41/338, 8-14=-62/263, 9-14=0/389, 10-14=-317/108, 10-13=-1472/17 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=45ft; eave=6ft; 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 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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 100 lb uplift at joint(s) 13 except (jt=lb) 21=310, 18=222. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665272 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:40 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-?XKh_XZ3bbv4oZW6ie64dFYeupWLgiAebt7LGmzonqr NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 lb down and 133 lb up at 2-0-12, 48 lb down and 133 lb up at 4-0-12, 48 lb down and 133 lb up at 6-0-12, 48 lb down and 114 lb up at 8-0-12, 48 lb down and 133 lb up at 10-0-12, 48 lb down and 133 lb up at 12-0-12, and 48 lb down and 133 lb up at 14-0-12, and 45 lb down and 40 lb up at 16-0-12 on top chord, and 20 lb down and 43 lb up at 2-0-12, 20 lb down and 43 lb up at 4-0-12, 20 lb down and 43 lb up at 6-0-12, 20 lb down and 43 lb up at 8-0-12, 20 lb down and 43 lb up at 10-0-12, 20 lb down and 43 lb up at 12-0-12, and 20 lb down and 43 lb up at 14-0-12, and 17 lb down and 18 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-61, 2-6=-61, 6-8=-60, 8-9=-61, 9-11=-60, 11-12=-60, 13-21=-20 Concentrated Loads (lb) Vert: 19=-2(B) 22=28(B) 23=28(B) 24=28(B) 25=28(B) 28=28(B) 29=28(B) 31=28(B) 32=-4(B) 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 WILLOW HAVEN Job Reference (optional) I44665273 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:42 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-xwSRPDaJ7D9o2tgUp38Yjgd?GcCq8Yfx3AcRLfzonqp Scale = 1:50.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 25 26 27 5x6 4x6 4x6 5x6 3x12 5x6 2x4 5x6 4x6 4x6 4x6 Special Special Special Special Special Special Special Special Special Special Special Special Special 5-7-45-7-4 13-7-48-0-0 21-7-48-0-0 27-2-85-7-4 -2-0-0 2-0-0 5-7-4 5-7-4 13-7-4 8-0-0 21-7-4 8-0-0 27-2-8 5-7-4 29-2-8 2-0-0 1-8-64-11-101-8-64-11-107.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-3-0,0-1-12], [5:0-3-0,0-1-12], [6:0-2-14,0-2-0], [8:Edge,0-3-8], [9:0-3-0,0-1-12], [12:0-3-0,0-1-12] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.61 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.21 0.03 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 264 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,5-10: 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)13=0-5-8, 8=0-5-8 Max Horz 13=-105(LC 8) Max Uplift 13=-451(LC 10), 8=-451(LC 10) Max Grav 13=2943(LC 28), 8=2943(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3720/518, 3-4=-4932/615, 4-5=-4932/615, 5-6=-3720/518, 2-13=-2798/421, 6-8=-2798/421 BOT CHORD 10-12=-357/3164, 9-10=-358/3164 WEBS 3-12=-253/601, 3-10=-176/2037, 4-10=-862/102, 5-10=-176/2037, 5-9=-253/601, 2-12=-365/3176, 6-9=-365/3176 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; 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 4) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0 Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 13=451, 8=451. Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 WILLOW HAVEN Job Reference (optional) I44665273 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:42 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-xwSRPDaJ7D9o2tgUp38Yjgd?GcCq8Yfx3AcRLfzonqp NOTES- 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 399 lb down and 177 lb up at 3-2-12, 254 lb down and 55 lb up at 5-2-12, 233 lb down and 54 lb up at 5-8-0, 233 lb down and 54 lb up at 7-8-0, 233 lb down and 54 lb up at 9-8-0, 233 lb down and 54 lb up at 11-8-0, 233 lb down and 54 lb up at 13-7-4, 233 lb down and 54 lb up at 15-6-8, 233 lb down and 54 lb up at 17-6-8, 233 lb down and 54 lb up at 19-6-8, 233 lb down and 54 lb up at 21-6-8, and 254 lb down and 55 lb up at 21-11-12, and 399 lb down and 177 lb up at 23-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-5=-61, 5-6=-54, 6-7=-54, 8-13=-20 Concentrated Loads (lb) Vert: 12=-488(B) 10=-233(B) 9=-488(B) 20=-399(B) 21=-233(B) 22=-233(B) 23=-233(B) 24=-233(B) 25=-233(B) 26=-233(B) 27=-399(B) 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665274 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:45 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-MU7a2EdCP8XNvLP3UBhFKIFSiqKaLwVNl8r6yzzonqm Scale = 1:102.1 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5x6 3x4 5x6 6x6 6x8 3x6 5x6 6x8 4x8 2x4 4x10 6x8 6x8 Special Special Special Special Special Special Special Special 9-1-149-1-14 18-0-48-10-6 27-7-49-7-0 36-7-129-0-8 43-3-126-8-0 54-7-1211-4-0 -3-0-0 3-0-0 7-1-7 7-1-7 13-11-6 6-9-15 20-9-5 6-9-15 27-7-4 6-9-15 31-4-12 3-9-8 37-4-4 5-11-8 43-3-12 5-11-8 48-10-0 5-6-4 54-7-12 5-9-12 57-7-12 3-0-0 7-5-12-8-39-7-102-8-37-5-17.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-4-0], [10:0-5-8,0-3-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.16 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.12 0.01 (loc) 14-15 14-15 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 392 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-23,6-18,8-18,8-17: 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.): 1-7, 10-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-23, 5-20, 6-20, 8-17, 10-17 REACTIONS.All bearings 0-5-8. (lb) - Max Horz 23=-218(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 23=-107(LC 77), 14=-234(LC 10), 17=-126(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 23=1160(LC 65), 14=1015(LC 91), 20=2055(LC 41), 17=2226(LC 94) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-689/125, 3-5=-423/47, 5-6=0/420, 6-7=-312/121, 7-8=-442/175, 8-9=-71/917, 9-10=-142/916, 10-11=-380/30, 12-14=-614/139 BOT CHORD 22-23=-3/502, 15-17=-45/409, 14-15=-186/799 WEBS 3-23=-602/59, 5-22=0/578, 5-20=-959/37, 6-20=-946/89, 6-18=-9/487, 7-18=-590/131, 8-18=-8/590, 8-17=-1210/73, 9-17=-649/116, 10-17=-1198/185, 10-15=-54/511, 11-15=-483/315, 11-14=-818/179 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; 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 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 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 107 lb uplift at joint 23, 234 lb uplift at joint 14 and 126 lb uplift at joint 17. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665274 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:45 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-MU7a2EdCP8XNvLP3UBhFKIFSiqKaLwVNl8r6yzzonqm NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 159 lb up at 46-7-0, 56 lb down and 159 lb up at 48-7-0, and 56 lb down and 159 lb up at 50-7-0, and 56 lb down and 159 lb up at 52-7-0 on top chord, and 19 lb down and 47 lb up at 46-7-0, 19 lb down and 47 lb up at 48-7-0, and 19 lb down and 47 lb up at 50-7-0, and 19 lb down and 47 lb up at 52-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-61, 2-7=-61, 7-8=-60, 8-10=-60, 10-12=-61, 12-13=-61, 14-23=-20 Concentrated Loads (lb) Vert: 11=35(B) 31=35(B) 34=35(B) 35=35(B) 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 WILLOW HAVEN Job Reference (optional) I44665275 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:46 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-qhhyFadqARfEXU_G2vDUtWobXEcy4PJX_oafUQzonql Scale = 1:62.9 1 2 3 4 5 11 10 9 8 7 6 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 5x6 4x6 5x6 5x8 6x8 4x8 3x12 8x8 3x12 8x8 5x8 Special Special Special Special Special Special Special Special Special Special 6-11-56-11-5 13-7-26-7-13 20-2-156-7-13 27-2-46-11-5 6-11-5 6-11-5 13-7-2 6-7-13 20-2-15 6-7-13 27-2-4 6-11-5 2-3-610-2-92-3-67.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:Edge,0-1-12], [6:Edge,0-3-8], [7:0-3-8,0-5-8], [10:0-3-8,0-5-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.41 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.17 0.01 (loc) 10-11 10-11 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 357 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-7,2-10,1-11,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)11=0-5-8, 6=0-5-8 Max Horz 11=-171(LC 8) Max Uplift 11=-1232(LC 10), 6=-848(LC 10) Max Grav 11=4856(LC 1), 6=3334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4649/1749, 2-3=-2802/1520, 3-4=-2803/1521, 4-5=-3650/1264, 1-11=-3498/1194, 5-6=-2781/920 BOT CHORD 10-11=-168/345, 8-10=-1543/3945, 7-8=-1033/3084 WEBS 3-8=-1714/2399, 4-8=-1047/33, 4-7=0/735, 2-8=-2197/461, 2-10=-614/2072, 1-10=-1542/3845, 5-7=-1108/3058 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; 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 4) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1232 lb uplift at joint 11 and 848 lb uplift at joint 6. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 WILLOW HAVEN Job Reference (optional) I44665275 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:46 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-qhhyFadqARfEXU_G2vDUtWobXEcy4PJX_oafUQzonql NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1257 lb down and 95 lb up at 2-3-8, 1257 lb down and 95 lb up at 4-3-8, 1255 lb down and 95 lb up at 6-3-8, 95 lb down and 624 lb up at 6-10-6, 95 lb down and 629 lb up at 8-10-6, 95 lb down and 618 lb up at 10-10-6, 95 lb down and 618 lb up at 12-10-6, 95 lb down and 618 lb up at 14-10-6, 514 lb down and 40 lb up at 16-10-6, 65 lb down and 685 lb up at 18-10-6, 415 lb down and 73 lb up at 20-10-6, and 485 lb down and 28 lb up at 22-10-6, and 523 lb down at 24-10-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 6-11=-20 Concentrated Loads (lb) Vert: 10=-95(B) 14=-1241 15=-1241 16=-1241 17=-95(B) 19=-95(B) 20=-95(B) 21=-95(B) 22=-514(B) 24=-65(B) 25=-415(B) 26=-485(B) 27=-523(B) 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 WILLOW HAVEN Job Reference (optional) I44665276 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:51 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-AeUrIIhy?_HWdGsDrSofaZValFAzlcEG74IQ9dzonqg Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 28 27 26 25 23 22 21 20 19 18 17 16 15 14 13 76 77 78 79 80 81 82 83 84 85 86 87 88 89 9024 91 92 939495 96 97 98 99 6x6 4x6 6x6 3x4 4x6 4x8 4x6 4x6 4x6 4x6 4x6 4x6 4x6 5x8 5x6 3x4 5x6 8x8 4x8 4x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special 5-3-145-3-14 17-0-411-8-6 20-0-83-0-4 26-8-46-7-12 33-4-06-7-12 38-0-14-8-1 49-3-1411-3-13 54-7-125-3-14 -2-0-0 2-0-0 5-3-14 5-3-14 14-1-8 8-9-10 22-11-1 8-9-10 31-8-11 8-9-10 40-6-4 8-9-10 49-3-14 8-9-10 54-7-12 5-3-14 56-7-12 2-0-0 1-8-64-9-101-8-64-9-107.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [8:0-4-0,0-4-8], [11:0-2-9,0-2-8], [14:0-1-12,0-2-0], [33:0-1-13,0-1-0], [67:0-1-13,0-1-0] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 20.4 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.99 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.45 0.02 (loc) 14-16 14-16 13 l/defl >968 >570 n/a L/d 240 180 n/a PLATES MT20 Weight: 711 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-27,9-14: 2x4 SPF No.2 OTHERS 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.): 3-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-3-8 except (jt=length) 28=0-5-8, 25=0-5-8, 13=0-5-8, 24=0-3-8. (lb) - Max Horz 28=-100(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 23 except 28=-298(LC 10), 25=-297(LC 10), 20=-334(LC 10), 13=-407(LC 10), 18=-216(LC 28), 24=-751(LC 28) Max Grav All reactions 250 lb or less at joint(s) 18, 19, 22, 24 except 28=1667(LC 31), 25=2719(LC 28), 20=2959(LC 28), 13=2530(LC 33), 17=301(LC 28), 17=266(LC 1), 23=486(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1853/321, 3-4=-1559/290, 4-6=-44/766, 6-7=-160/1821, 7-9=-3098/411, 9-10=-2816/420, 10-11=-3341/475, 2-28=-1672/277, 11-13=-2540/388 BOT CHORD 24-25=-1168/180, 23-24=-1168/180, 22-23=-1168/180, 20-22=-1168/180, 19-20=-58/679, 18-19=-58/679, 17-18=-58/679, 16-17=-58/679, 14-16=-345/3388 WEBS 3-27=-204/591, 4-27=-206/1504, 4-25=-1750/228, 6-25=-79/499, 6-20=-1036/146, 7-20=-3281/403, 7-16=-300/2961, 9-16=-577/110, 9-14=-636/46, 10-14=-171/1212, 2-27=-188/1604, 11-14=-301/2883 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=55ft; eave=6ft; 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 4) 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. 5) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0 Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 6) Unbalanced snow loads have been considered for this design. Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 WILLOW HAVEN Job Reference (optional) I44665276 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:51 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-AeUrIIhy?_HWdGsDrSofaZValFAzlcEG74IQ9dzonqg NOTES- 7) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 8) Provide adequate drainage to prevent water ponding. 9) All plates are 2x4 MT20 unless otherwise indicated. 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 23 except (jt=lb) 28=298, 25=297, 20=334, 13=407, 18=216, 24=751. 14) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 386 lb down and 180 lb up at 3-2-12, 191 lb down and 54 lb up at 4-6-12, 218 lb down and 54 lb up at 5-4-10, 218 lb down and 54 lb up at 7-4-10, 218 lb down and 54 lb up at 9-4-10, 218 lb down and 54 lb up at 11-4-10, 218 lb down and 54 lb up at 13-4-10, 218 lb down and 54 lb up at 15-4-10, 218 lb down and 54 lb up at 17-4-10, 218 lb down and 54 lb up at 19-4-10, 229 lb down and 55 lb up at 35-3-2, 229 lb down and 55 lb up at 37-3-2, 229 lb down and 55 lb up at 39-3-2, 229 lb down and 55 lb up at 41-3-2, 229 lb down and 55 lb up at 43-3-2, 229 lb down and 55 lb up at 45-3-2, 229 lb down and 55 lb up at 47-3-2, 243 lb down and 52 lb up at 49-3-2, and 236 lb down and 52 lb up at 50-1-0, and 386 lb down and 180 lb up at 51-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-10=-61, 10-11=-54, 11-12=-54, 13-28=-20 Concentrated Loads (lb) Vert: 27=-218(F) 14=-243(F) 82=-386(F) 83=-191(F) 84=-218(F) 85=-218(F) 86=-218(F) 87=-218(F) 88=-218(F) 89=-218(F) 90=-218(F) 91=-229 92=-229 93=-229 94=-229(F) 95=-229 96=-229 97=-229 98=-236(F) 99=-386(F) 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG06 Truss Type Common Girder Qty 1 Ply 2 WILLOW HAVEN Job Reference (optional) I44665277 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:53 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-71ccjzjDXbYEsZ0cytr7f_awX2_?Di5ZbOnXEWzonqe Scale: 3/16"=1' 1 2 3 4 5 6 12 11 10 8 7 35 36 37 38 39 40 41 42 43 44 45 9 3x6 4x6 5x12 3x6 3x8 4x6 4x6 3x8 4x6 3x6 Special Special Special Special Special Special Special Special Special 2-11-62-11-6 13-0-1210-1-6 21-5-88-4-12 21-10-130-5-5 28-5-146-7-1 8-4-11 8-4-11 15-7-4 7-2-9 21-10-13 6-3-9 28-5-14 6-7-1 0-1-59-2-91-8-67.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-1] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.51 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.16 0.00 (loc) 11-12 11-12 7 l/defl >999 >754 n/a L/d 240 180 n/a PLATES MT20 Weight: 367 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-11,5-11: 2x4 SPF No.2 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 10-0-0 oc bracing. REACTIONS.All bearings 0-5-8 except (jt=length) 8=7-3-14, 7=7-3-14, 9=0-3-8. (lb) - Max Horz 1=154(LC 26) Max Uplift All uplift 100 lb or less at joint(s) except 1=-134(LC 15), 8=-463(LC 14) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 12=1342(LC 14), 11=1728(LC 14), 7=274(LC 15), 9=1064(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-287/45 BOT CHORD 11-12=-36/264 WEBS 2-11=-459/134, 4-11=-376/19, 5-8=-384/55 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) 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 4) 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. 5) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 1 and 463 lb uplift at joint 8. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG06 Truss Type Common Girder Qty 1 Ply 2 WILLOW HAVEN Job Reference (optional) I44665277 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:53 2021 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-71ccjzjDXbYEsZ0cytr7f_awX2_?Di5ZbOnXEWzonqe NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down at 1-4-2 on top chord, and 213 lb down at 3-4-2, 213 lb down at 5-4-2, 213 lb down at 7-3-6, 213 lb down at 9-2-10, 213 lb down at 11-2-10, 213 lb down at 15-2-10, and 213 lb down at 17-2-10, and 213 lb down at 19-2-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 1-7=-20 Concentrated Loads (lb) Vert: 35=-181(B) 38=-213(B) 39=-213(B) 40=-213(B) 41=-213(B) 42=-213(B) 43=-213(B) 44=-213(B) 45=-213(B) 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss TG07 Truss Type GABLE Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665278 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-3QkM8fkT3Coy6tA_4ItbkPgCAshyhVts2iGdIOzonqc Scale = 1:60.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 50 51 52 53 54 55 3x6 4x6 3x6 5x6 3x4 4x6 3x4 4x6 3x4 4x6 4x6 3x4 8-8-48-8-4 17-1-08-4-12 25-9-48-8-4 -2-0-0 2-0-0 6-7-1 6-7-1 12-10-10 6-3-9 19-2-3 6-3-9 25-9-4 6-7-1 27-9-4 2-0-0 1-8-69-2-91-8-67.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-0-0], [12:0-1-10,0-2-8] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.41 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.12 0.02 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 494 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-11,5-13: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 5-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (size)14=0-5-8, 10=0-5-8 Max Horz 14=-171(LC 12) Max Uplift 14=-29(LC 14), 10=-29(LC 14) Max Grav 14=1186(LC 22), 10=1186(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1225/89, 5-6=-1225/89, 2-14=-353/117, 8-10=-353/117 BOT CHORD 13-14=0/1115, 11-13=0/828, 10-11=0/1028 WEBS 5-11=-8/536, 5-13=-8/536, 4-14=-1169/0, 6-10=-1169/0 NOTES- 1) 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) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 12-10-10, Exterior(2R) 12-10-10 to 15-10-10, Interior(1) 15-10-10 to 27-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 14 and 29 lb uplift at joint 10. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V01 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665279 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:55 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-3QkM8fkT3Coy6tA_4ItbkPgJgsl4haCs2iGdIOzonqc Scale = 1:49.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x6 0-0-70-0-7 24-9-824-9-1 12-4-12 12-4-12 24-9-8 12-4-12 0-0-47-2-120-0-47.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.15 0.21 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: 78 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 24-8-11. (lb) - Max Horz 1=-108(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=361(LC 21), 12=419(LC 3), 13=385(LC 21), 9=419(LC 4), 8=386(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-313/84, 5-9=-313/84 NOTES- 1) 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 12-4-12, Exterior(2R) 12-4-12 to 15-4-12, Interior(1) 15-4-12 to 24-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 9, 8. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V02 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665280 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:56 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-XcIkL?l5qWwpj1lBe?OqHcCSxG?CQ2N?HM?Brrzonqb Scale = 1:41.5 1 2 3 4 5 9 8 7 6 10 11 12 13 14 153x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 20-9-120-9-1 20-9-80-0-7 10-4-12 10-4-12 20-9-8 10-4-12 0-0-46-0-120-0-47.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.48 0.15 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: 60 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 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 20-8-11. (lb) - Max Horz 1=90(LC 13) 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=270(LC 3), 9=579(LC 3), 6=578(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-408/113, 4-6=-410/113 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 10-4-12, Exterior(2R) 10-4-12 to 13-4-12, Interior(1) 13-4-12 to 20-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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) 9, 6. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V03 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665281 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:57 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-?os6ZLmjaq2gLBJNBjv3pqlftfPb9WU9V0lkNHzonqa Scale = 1:33.1 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-70-0-7 16-9-816-9-1 8-4-12 8-4-12 16-9-8 8-4-12 0-0-44-10-120-0-47.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.22 0.21 0.09 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: 47 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 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 16-8-11. (lb) - Max Horz 1=-72(LC 12) 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, 8 except 9=426(LC 18), 6=426(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-335/93, 4-6=-336/93 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 8-4-12, Exterior(2R) 8-4-12 to 11-4-12, Interior(1) 11-4-12 to 16-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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) 9, 6. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V04 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665282 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-T?PVmhnLL7AXzLuZlQQIM1IkH3keuzYIkgUIvjzonqZ Scale = 1:25.3 1 2 3 4 5 6 7 8 3x4 4x6 3x4 2x4 0-0-70-0-7 12-9-812-9-1 6-4-12 6-4-12 12-9-8 6-4-12 0-0-43-8-120-0-47.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.29 0.10 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: 33 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)1=12-8-11, 3=12-8-11, 4=12-8-11 Max Horz 1=53(LC 13) Max Uplift 1=-9(LC 14), 3=-9(LC 14) Max Grav 1=260(LC 18), 3=260(LC 19), 4=457(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-288/68 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 6-4-12, Exterior(2R) 6-4-12 to 9-4-12, Interior(1) 9-4-12 to 12-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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) 1, 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V05 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665283 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:58 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-T?PVmhnLL7AXzLuZlQQIM1Ii73n9u_OIkgUIvjzonqZ Scale = 1:18.0 1 2 3 4 2x4 4x6 2x4 2x4 0-0-70-0-7 8-9-88-9-1 4-4-12 4-4-12 8-9-8 4-4-12 0-0-42-6-120-0-47.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.64 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: 21 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=8-8-11, 3=8-8-11, 4=8-8-11 Max Horz 1=-35(LC 12) Max Uplift 1=-10(LC 14), 3=-10(LC 14) Max Grav 1=202(LC 18), 3=202(LC 19), 4=278(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 4-4-12, Exterior(2R) 4-4-12 to 7-4-12, Interior(1) 7-4-12 to 8-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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) 1, 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V06 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665284 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:48:59 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-xBzt_1o_6RIOaUTmJ7yXvFq01T4udRQRzKErRAzonqY Scale = 1:9.7 1 2 3 2x4 3x4 2x4 4-9-14-9-1 4-9-80-0-7 2-4-12 2-4-12 4-9-8 2-4-12 0-0-41-4-120-0-47.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.29 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: 9 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 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-11, 3=4-8-11 Max Horz 1=-17(LC 12) Max Grav 1=152(LC 18), 3=152(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V07 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665285 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:49:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-QNXFBNoctlQECe2ytrTmRSN9ItSwMrobC_zO_czonqX Scale = 1:51.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 193x4 4x6 3x4 3x6 0-0-70-0-7 26-9-826-9-1 13-4-12 13-4-12 26-9-8 13-4-12 0-0-47-9-120-0-47.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.17 0.25 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: 86 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 26-8-11. (lb) - Max Horz 1=-117(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 9, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=364(LC 21), 12=426(LC 3), 13=463(LC 21), 9=426(LC 4), 8=464(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-299/80, 2-13=-269/88, 5-9=-299/80, 6-8=-269/88 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 13-4-12, Exterior(2R) 13-4-12 to 16-4-12, Interior(1) 16-4-12 to 26-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 9, 8. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V08 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665286 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:49:00 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-QNXFBNoctlQECe2ytrTmRSN5utK9MrXbC_zO_czonqX Scale: 1/4"=1' 1 2 3 4 5 9 8 7 6 10 11 12 13 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 0-0-70-0-7 22-9-822-9-1 11-4-12 11-4-12 22-9-8 11-4-12 0-0-46-7-120-0-47.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.67 0.20 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: 67 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 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 22-8-11. (lb) - Max Horz 1=-99(LC 12) 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, 8 except 9=667(LC 21), 6=668(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-453/128, 4-6=-457/128 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 11-4-12, Exterior(2R) 11-4-12 to 14-4-12, Interior(1) 14-4-12 to 22-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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) 9, 6. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V09 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665287 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:49:01 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-uZ5dOipEe2Y5qod8QY_?_gvJ0Hlm5J8kQejyW2zonqW Scale = 1:36.9 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 173x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 18-9-118-9-1 18-9-80-0-7 9-4-12 9-4-12 18-9-8 9-4-12 0-0-45-5-120-0-47.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.32 0.11 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: 53 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-8-11. (lb) - Max Horz 1=81(LC 13) 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=302(LC 3), 9=498(LC 3), 6=498(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-368/100, 4-6=-370/100 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 9-4-12, Exterior(2R) 9-4-12 to 12-4-12, Interior(1) 12-4-12 to 18-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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) 9, 6. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V10 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665288 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:49:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-Mmf?c2qsPMgyRyCK_GVEWtSNJg3wqluufISV2UzonqV Scale = 1:28.8 1 2 3 4 5 6 7 8 9 10 3x6 5x6 3x6 2x4 14-9-114-9-1 14-9-80-0-7 7-4-12 7-4-12 14-9-8 7-4-12 0-0-44-3-120-0-47.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.39 0.15 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: 39 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)1=14-8-11, 3=14-8-11, 4=14-8-11 Max Horz 1=-62(LC 12) Max Uplift 1=-11(LC 14), 3=-11(LC 14) Max Grav 1=289(LC 18), 3=289(LC 19), 4=527(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-331/68 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 7-4-12, Exterior(2R) 7-4-12 to 10-4-12, Interior(1) 10-4-12 to 14-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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) 1, 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V11 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665289 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:49:02 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-Mmf?c2qsPMgyRyCK_GVEWtSNLg6vqm_ufISV2UzonqV Scale = 1:22.0 1 2 3 4 5 6 3x4 4x6 3x4 2x4 0-0-70-0-7 10-9-810-9-1 5-4-12 5-4-12 10-9-8 5-4-12 0-0-43-1-120-0-47.00 12 LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.20 0.08 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: 26 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=10-8-11, 3=10-8-11, 4=10-8-11 Max Horz 1=-44(LC 12) Max Uplift 1=-6(LC 14), 3=-6(LC 14) Max Grav 1=226(LC 18), 3=226(LC 19), 4=393(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 5-4-12, Exterior(2R) 5-4-12 to 8-4-12, Interior(1) 8-4-12 to 10-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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) 1, 3. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20003922 Truss V12 Truss Type Valley Qty 1 Ply 1 WILLOW HAVEN Job Reference (optional) I44665290 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Feb 3 16:49:03 2021 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:PLySc2v5r9_RZMn2r0eucvzxpUB-qyDOpOrUAgop36nXYz0T35?es4K8ZEQ1uyC3axzonqU Scale = 1:14.8 1 2 3 2x4 3x4 2x4 0-0-70-0-7 6-9-86-9-1 3-4-12 3-4-12 6-9-8 3-4-12 0-0-41-11-120-0-47.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Ground Snow=20.0) TCDL BCLL BCDL 17.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.71 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: 13 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-8-11, 3=6-8-11 Max Horz 1=-26(LC 12) Max Grav 1=244(LC 18), 3=244(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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 2) TCLL: ASCE 7-16; Pg= 20.0 psf; Pf=17.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 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) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. February 4,2021 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