Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
I35047370.B18802499
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). Pages or sheets covered by this seal: I35047370 thru I35047387 My license renewal date for the state of Indiana is July 31, 2020. B18802499 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: ICE SKATING RINK 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 23,2018 Liu, Xuegang Job B18802499 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047370 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:04 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-d9yzxlUJ6PitJUUSp9Hm_4Q1searQbnP7myMBGyQqjz Scale = 1:19.1 1 2 5 3 4 2x4 2x4 2x4 1-7-8 1-7-8 1-11-6 0-3-14 3-6-11 1-7-5 3-6-11 3-6-11 0-3-83-2-122-8-153-2-129.90 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.10 0.11 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.03 (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 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=7/Mechanical, 4=-46/Mechanical, 5=383/0-7-12 Max Horz 5=86(LC 12) Max Uplift 3=-50(LC 12), 4=-51(LC 21) Max Grav 3=23(LC 10), 4=5(LC 8), 5=383(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss J02 Truss Type Jack-Open Qty 6 Ply 1 ICE SKATING RINK Job Reference (optional) I35047371 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:05 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-5LWL85Vxtiqkwe3eNto?XHyDf2x792HYMQhvjiyQqjy Scale = 1:19.8 1 2 5 3 4 2x4 2x4 2x4 1-8-0 1-8-0 2-7-4 0-11-4 2-7-4 2-7-4 0-3-83-4-02-8-143-4-014.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.03 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=6/Mechanical, 4=-26/Mechanical, 5=185/0-5-8 Max Horz 5=58(LC 12) Max Uplift 3=-41(LC 12), 4=-38(LC 21) Max Grav 3=20(LC 10), 4=4(LC 8), 5=185(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss J03 Truss Type Jack-Open Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047372 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:06 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-ZX4jMQWZe0yaYoerwaJE3VVNgSG_uVNhb4RTF8yQqjx Scale = 1:23.0 1 2 5 3 42x4 2x4 2x4 1-7-8 1-7-8 1-11-6 0-3-14 4-6-0 2-6-10 4-6-0 4-6-0 0-3-84-0-19.90 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.08 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size) 3=40/Mechanical, 4=-5/Mechanical, 5=258/0-7-12 Max Horz 5=73(LC 12) Max Uplift 3=-43(LC 12), 4=-12(LC 12) Max Grav 3=50(LC 23), 4=12(LC 5), 5=258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss J04 Truss Type Jack-Open Qty 26 Ply 1 ICE SKATING RINK Job Reference (optional) I35047373 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:07 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-1ke5ZmXBPK4RAyD1UIqTci1Z4sdPdykrqkA0nbyQqjw Scale = 1:23.7 1 2 5 3 42x4 2x4 2x4 1-2-8 1-2-8 1-5-4 0-2-12 3-3-4 1-10-0 3-3-4 3-3-4 0-3-84-1-514.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.04 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=30/Mechanical, 4=-6/Mechanical, 5=186/0-5-8 Max Horz 5=74(LC 12) Max Uplift 3=-50(LC 12), 4=-28(LC 12) Max Grav 3=43(LC 23), 4=15(LC 10), 5=186(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T02 Truss Type Roof Special Qty 48 Ply 1 ICE SKATING RINK Job Reference (optional) I35047374 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:08 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-WwCTm6XpAdCIn5nD2?Li8waibFtSMJL_2OwZK1yQqjv Scale = 1:75.2 1 2 3 4 5 10 9 8 7 613 14 3x4 4x6 2x4 3x6 3x6 5x12 2x4 3x8 3x4 2x4 1-2-8 1-2-8 5-1-15 3-11-7 9-11-5 4-9-6 19-10-8 9-11-3 5-1-15 5-1-15 9-11-5 4-9-6 14-9-2 4-9-14 19-10-8 5-1-6 0-3-811-10-1111-8-314.00 12 0.25 12 Plate Offsets (X,Y)-- [1:0-1-5,0-1-8], [3:0-3-2,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.18 0.39 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.45 0.01 (loc) 6-7 6-7 6 l/defl >908 >495 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 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 5-6, 4-6 REACTIONS.(lb/size) 6=610/0-5-8, 10=701/0-5-8 Max Horz 10=232(LC 12) Max Uplift 6=-60(LC 13) Max Grav 6=643(LC 19), 10=701(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-509/48, 3-4=-286/69 BOT CHORD 9-10=-147/361, 7-9=-147/362 WEBS 4-6=-487/124, 2-10=-579/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T02A Truss Type Roof Special Qty 4 Ply 1 ICE SKATING RINK Job Reference (optional) I35047375 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:09 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-_6ms_SYRxxK9PFMPcisxh77tKfDg5n_8H2f7sTyQqju Scale = 1:72.7 1 2 3 4 5 10 9 8 7 611 12 3x6 4x6 2x4 3x6 2x4 3x6 3x6 3x4 3x8 3x4 3-11-7 3-11-7 8-8-13 4-9-6 18-8-0 9-11-3 3-11-7 3-11-7 8-8-13 4-9-6 13-6-10 4-9-14 18-8-0 5-1-6 1-8-711-10-1111-8-314.00 12 0.25 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.18 0.39 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.45 0.01 (loc) 6-7 6-7 6 l/defl >906 >492 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 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 5-6, 4-6 REACTIONS.(lb/size) 6=613/0-5-8, 10=613/0-5-8 Max Horz 10=191(LC 12) Max Uplift 6=-60(LC 13) Max Grav 6=645(LC 19), 10=613(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-564/1, 2-3=-509/50, 3-4=-288/72, 1-10=-582/0 BOT CHORD 7-9=-151/366 WEBS 4-6=-489/127, 1-9=0/327 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T03 Truss Type Roof Special Qty 10 Ply 1 ICE SKATING RINK Job Reference (optional) I35047376 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:10 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-SJJEBoZ3iFS01Pxc9QNAELf?V3c0qBtHWiPgOwyQqjt Scale = 1:76.1 1 2 3 4 5 11 10 9 8 7 614 15 3x4 4x6 2x4 3x6 5x12 2x4 3x8 3x4 3x6 3x6 2x4 1-2-8 1-2-8 5-2-6 3-11-14 10-0-2 4-9-12 16-9-9 6-9-7 23-10-8 7-0-15 5-2-6 5-2-6 10-0-2 4-9-12 16-9-9 6-9-7 23-10-8 7-0-15 0-3-811-11-1111-8-314.00 12 0.25 12 Plate Offsets (X,Y)-- [1:0-1-5,0-1-8], [3:0-3-2,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.35 0.19 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 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 5-6, 4-9, 4-7 REACTIONS.(lb/size) 6=744/0-5-8, 11=833/0-5-8 Max Horz 11=232(LC 12) Max Uplift 6=-64(LC 13) Max Grav 6=803(LC 3), 11=833(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-639/74, 3-4=-372/84, 4-5=-355/54, 5-6=-710/122 BOT CHORD 10-11=-149/450, 9-10=-149/450, 7-9=-52/353 WEBS 4-7=-447/147, 5-7=-100/669, 2-11=-732/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T04 Truss Type Roof Special Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047377 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:11 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-wVtcP8aiTYateZWoj7vPmYCCgTuyZfBRkM8EwMyQqjs Scale = 1:74.2 1 2 3 4 5 6 7 13 12 11 10 9 816 17 3x4 8x8 5x6 4x6 2x4 3x6 3x6 3x6 2x4 3x4 3x4 3x8 3x4 1-2-8 1-2-8 1-5-4 0-2-12 3-11-4 2-6-0 7-11-4 4-0-0 13-11-5 6-0-1 23-10-8 9-11-3 1-5-4 1-5-4 3-11-4 2-6-0 7-11-4 4-0-0 13-11-5 6-0-1 18-9-2 4-9-14 23-10-8 5-1-6 0-3-84-10-1011-10-1111-8-34-10-1014.00 12 0.25 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-5], [3:0-2-11,Edge], [5:0-3-2,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.25 0.40 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.47 0.01 (loc) 8-9 8-9 8 l/defl >999 >575 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-8 REACTIONS.(lb/size) 8=740/0-5-8, 13=837/0-5-8 Max Horz 13=232(LC 12) Max Uplift 8=-48(LC 9) Max Grav 8=762(LC 3), 13=837(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-615/9, 3-4=-741/13, 4-5=-677/21, 5-6=-370/64 BOT CHORD 11-12=-163/386, 9-11=-136/754, 8-9=-44/252 WEBS 2-13=-776/24, 2-12=0/435, 3-11=0/599, 4-11=-415/15, 4-9=-490/102, 6-9=-63/357, 6-8=-624/112 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T05 Truss Type Roof Special Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047378 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:12 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-OhR_cUaKDsikGj5_HrQeJmlOYtEKI6Aaz0unToyQqjr Scale = 1:74.2 1 2 3 4 5 6 7 13 12 11 10 9 816 17 3x4 8x8 5x6 4x6 2x4 3x6 3x6 3x6 2x4 3x4 3x4 3x8 3x4 1-2-8 1-2-8 1-5-4 0-2-12 5-3-4 3-10-0 9-3-4 4-0-0 13-11-5 4-8-1 23-10-8 9-11-3 1-5-4 1-5-4 5-3-4 3-10-0 9-3-4 4-0-0 13-11-5 4-8-1 18-9-2 4-9-14 23-10-8 5-1-6 0-3-86-5-511-10-1111-8-36-5-514.00 12 0.25 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-5], [3:0-2-11,Edge], [5:0-3-2,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.18 0.39 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.46 0.01 (loc) 8-9 8-9 8 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-8 REACTIONS.(lb/size) 8=740/0-5-8, 13=837/0-5-8 Max Horz 13=232(LC 12) Max Uplift 8=-48(LC 9) Max Grav 8=762(LC 3), 13=837(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-684/16, 3-4=-607/25, 4-5=-645/36, 5-6=-368/63 BOT CHORD 11-12=-145/394, 9-11=-120/614, 8-9=-44/252 WEBS 2-13=-782/46, 2-12=0/401, 3-11=0/416, 4-11=-347/0, 4-9=-415/106, 6-9=-56/343, 6-8=-626/114 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T06 Truss Type Roof Special Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047379 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:13 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-su?Mqqby_AqbutgBrYxtrzHZOGae1ZPjCgdK?EyQqjq Scale = 1:74.2 1 2 3 4 5 6 7 13 12 11 10 9 816 17 3x4 8x8 5x6 4x6 2x4 3x6 3x6 3x6 2x4 3x4 3x4 3x8 3x4 1-2-8 1-2-8 1-5-4 0-2-12 6-7-4 5-2-0 10-7-4 4-0-0 13-11-5 3-4-1 23-10-8 9-11-3 1-5-4 1-5-4 6-7-4 5-2-0 10-7-4 4-0-0 13-11-5 3-4-1 18-9-2 4-9-14 23-10-8 5-1-6 0-3-88-0-011-10-1111-8-38-0-014.00 12 0.25 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-5], [3:0-2-11,Edge], [5:0-3-2,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.18 0.39 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.44 0.01 (loc) 8-9 8-9 8 l/defl >999 >609 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 4-9, 6-8 REACTIONS.(lb/size) 8=740/0-5-8, 13=837/0-5-8 Max Horz 13=232(LC 12) Max Uplift 8=-48(LC 9) Max Grav 8=762(LC 3), 13=837(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-717/22, 3-4=-513/38, 4-5=-613/51, 5-6=-368/62 BOT CHORD 12-13=-257/242, 11-12=-127/389, 9-11=-104/517, 8-9=-45/253 WEBS 2-13=-786/75, 2-12=-3/364, 3-11=-10/276, 4-11=-298/10, 4-9=-389/119, 5-9=0/253, 6-9=-51/334, 6-8=-627/116 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T07 Truss Type Roof Special Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047380 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:14 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-K4Zl19calTySV0FNOGS6OBqj3gwqm0dtRKNuXhyQqjp Scale = 1:72.8 1 2 3 4 5 6 7 13 12 11 10 9 816 17 3x4 8x10 5x6 4x6 2x4 3x6 3x6 3x6 2x4 4x6 3x4 3x8 3x4 1-2-8 1-2-8 1-5-4 0-2-12 7-11-4 6-6-0 11-11-4 4-0-0 13-11-5 2-0-1 23-10-8 9-11-3 1-5-4 1-5-4 7-11-4 6-6-0 11-11-4 4-0-0 13-11-5 2-0-1 18-9-2 4-9-14 23-10-8 5-1-6 0-3-89-6-1011-10-1111-8-39-6-1014.00 12 0.25 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-5], [3:0-2-11,Edge], [5:0-3-2,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.25 0.39 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.41 0.01 (loc) 8-9 8-9 8 l/defl >999 >645 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 4-10, 4-9, 6-8 REACTIONS.(lb/size) 8=740/0-5-8, 13=837/0-5-8 Max Horz 13=232(LC 12) Max Uplift 8=-48(LC 9) Max Grav 8=762(LC 3), 13=837(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-732/28, 3-4=-438/50, 4-5=-584/65, 5-6=-370/62 BOT CHORD 12-13=-285/308, 10-12=-109/380, 9-10=-87/441, 8-9=-45/253 WEBS 2-13=-793/111, 2-12=-25/329, 4-10=-290/12, 4-9=-372/142, 5-9=-8/277, 6-9=-49/331, 6-8=-628/116 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T08 Truss Type Roof Special Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047381 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:16 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-HThVSreqH5CAlKPmWhUaTcv3dUbKEwdAues?cZyQqjn Scale = 1:75.2 1 2 3 4 5 6 7 13 12 11 10 9 816 17 18 19 3x4 4x6 4x6 2x4 3x6 3x6 5x12 2x4 3x8 8x8 3x8 3x4 2x4 1-2-8 1-2-8 4-9-15 3-7-7 9-3-4 4-5-5 13-11-5 4-8-1 23-10-8 9-11-3 4-9-15 4-9-15 9-3-4 4-5-5 13-3-4 4-0-0 13-11-5 0-8-1 18-9-2 4-9-14 23-10-8 5-1-6 0-3-811-1-511-10-1111-8-311-1-514.00 12 0.25 12 Plate Offsets (X,Y)-- [1:0-1-5,0-1-8], [3:0-3-2,0-2-0], [5:0-3-2,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.18 0.39 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.44 0.01 (loc) 8-9 8-9 8 l/defl >999 >606 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 4-11, 4-9, 6-8 REACTIONS.(lb/size) 8=744/0-5-8, 13=834/0-5-8 Max Horz 13=225(LC 12) Max Uplift 8=-53(LC 9) Max Grav 8=790(LC 3), 13=834(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-648/70, 3-4=-360/79, 4-5=-533/70, 5-6=-393/63 BOT CHORD 12-13=-151/436, 11-12=-150/437, 9-11=-68/411, 8-9=-45/260 WEBS 4-9=-351/123, 6-9=-37/359, 6-8=-638/117, 2-13=-751/0 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T09 Truss Type Half Hip Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047382 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:17 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-lfFtfBeS2OK1MUzy4O?p0pSCNuwOzQWJ7IbY80yQqjm Scale = 1:61.7 1 2 3 4 5 11 10 9 8 7614 15 3x4 4x6 2x4 3x6 3x8 5x12 2x4 3x8 3x4 2x4 1-2-8 1-2-8 4-5-15 3-3-7 8-7-4 4-1-5 19-9-0 11-1-12 19-10-8 0-1-8 4-5-15 4-5-15 8-7-4 4-1-5 14-0-6 5-5-2 19-9-0 5-8-10 19-10-8 0-1-8 0-3-810-4-00-3-810-4-014.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-5], [3:0-3-2,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.31 0.46 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.63 0.01 (loc) 7-8 7-8 7 l/defl >650 >346 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 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 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7, 4-7 REACTIONS.(lb/size) 7=609/0-5-8, 11=697/0-5-8 Max Horz 11=202(LC 12) Max Uplift 7=-55(LC 9) Max Grav 7=639(LC 3), 11=697(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/50, 3-4=-299/66 BOT CHORD 10-11=-140/337, 8-10=-140/337 WEBS 4-7=-480/117, 2-11=-584/0 NOTES-(8-9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T10 Truss Type Half Hip Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047383 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:18 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-DroFtXf5piTu_eY8d5X2Y1?NqHMxiuoSLyL5gSyQqjl Scale = 1:51.2 1 2 3 4 5 11 10 9 8 7 614 15 3x4 8x8 2x4 3x6 3x4 4x6 2x4 3x8 3x4 2x4 1-2-8 1-2-8 7-3-4 6-0-12 13-4-6 6-1-2 19-9-0 6-4-10 19-10-8 0-1-8 3-9-15 3-9-15 7-3-4 3-5-5 13-4-6 6-1-2 19-9-0 6-4-10 19-10-8 0-1-8 0-3-88-9-50-3-88-9-514.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-5], [3:0-2-11,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.26 0.12 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 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 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-11. WEBS 1 Row at midpt 5-7, 4-8 REACTIONS.(lb/size) 7=609/0-5-8, 11=697/0-5-8 Max Horz 11=171(LC 12) Max Uplift 7=-50(LC 9) Max Grav 7=637(LC 3), 11=697(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-527/61, 3-4=-325/49, 4-5=-325/49, 5-7=-568/98 BOT CHORD 10-11=-129/312, 8-10=-70/298 WEBS 4-8=-388/91, 5-8=-82/536, 2-11=-614/35 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T11 Truss Type Half Hip Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047384 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:19 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-h2Me4tgja0bkco7KBp2H5EXWPhhmRIHcac4fCuyQqjk Scale = 1:42.7 1 2 3 4 5 11 10 9 8 7 6 14 15 3x4 6x6 3x6 2x4 3x6 3x6 2x4 3x4 3x8 2x4 1-2-8 1-2-8 1-5-4 0-2-12 5-11-4 4-6-0 12-8-6 6-9-2 19-9-0 7-0-10 19-10-8 0-1-8 1-5-4 1-5-4 5-11-4 4-6-0 12-8-6 6-9-2 19-9-0 7-0-10 19-10-8 0-1-8 0-3-87-2-100-3-87-2-1014.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-5], [3:0-3-0,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.40 0.15 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 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 10-0-0 oc bracing. REACTIONS.(lb/size) 7=606/0-5-8, 11=700/0-5-8 Max Horz 11=140(LC 12) Max Uplift 7=-46(LC 9) Max Grav 7=621(LC 3), 11=700(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-567/45, 3-4=-418/52, 4-5=-418/52, 5-7=-560/88 BOT CHORD 8-10=-67/308 WEBS 2-11=-655/85, 2-10=-19/340, 4-8=-429/101, 5-8=-73/576 NOTES-(8-9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss T12 Truss Type Half Hip Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047385 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:20 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-9Ew0IDhLLJjbDxiXlWZWeS4hI51WAnQlpGqClLyQqjj Scale = 1:36.0 1 2 3 4 5 10 9 8 7 63x4 6x6 2x4 3x6 3x6 2x4 3x4 2x4 3x8 3x6 1-2-8 1-2-8 1-5-4 0-2-12 4-7-4 3-2-0 12-2-14 7-7-10 19-10-8 7-7-10 1-5-4 1-5-4 4-7-4 3-2-0 12-2-14 7-7-10 19-10-8 7-7-10 0-3-85-8-014.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-5], [3:0-3-0,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.39 0.18 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 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.(lb/size) 6=606/0-5-8, 10=705/0-5-8 Max Horz 10=108(LC 12) Max Uplift 6=-45(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-539/44, 3-4=-572/59, 4-5=-572/59, 5-6=-562/80 BOT CHORD 7-9=-57/314 WEBS 2-10=-663/60, 2-9=-13/371, 3-7=-39/328, 4-7=-472/111, 5-7=-71/682 NOTES-(8-9) 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss TG01 Truss Type Roof Special Girder Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047386 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:22 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-5c2mjvibtxzJTFsvsxb_jt9wKvfwedC2GaJJpDyQqjh Scale = 1:76.1 1 2 3 4 5 6 7 13 12 11 10 9 8 16 17 18 19 20 21 3x4 6x6 4x6 4x6 2x4 4x6 4x6 3x6 3x6 3x8 3x4 3x6 2x4 1-2-8 1-2-8 2-7-4 1-4-12 6-7-4 4-0-0 13-11-5 7-4-1 23-10-8 9-11-3 2-7-4 2-7-4 6-7-4 4-0-0 13-11-5 7-4-1 18-9-2 4-9-14 23-10-8 5-1-6 0-3-83-4-011-10-1111-8-33-4-014.00 12 0.25 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-5], [3:0-2-4,0-1-0], [5:0-3-2,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.87 0.38 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.18 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 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* 7-8,5-9,6-9,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-11-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 4-9, 6-8 REACTIONS.(lb/size) 8=729/0-5-8, 13=698/0-5-8 Max Horz 13=230(LC 10) Max Uplift 8=-82(LC 7), 13=-272(LC 10) Max Grav 8=749(LC 3), 13=749(LC 53) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-450/210, 3-4=-917/172, 4-5=-702/31, 5-6=-381/80 BOT CHORD 11-12=-320/319, 9-11=-343/986 WEBS 3-12=-350/6, 3-11=-28/876, 4-11=-526/18, 4-9=-652/283, 6-9=-104/384, 6-8=-613/99, 2-12=-171/388, 2-13=-604/237 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 13=272. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 139 lb up at 2-7-4, and 32 lb down and 55 lb up at 4-0-0, and 32 lb down and 55 lb up at 5-1-12 on top chord, and 2 lb down and 121 lb up at 2-7-4, and 8 lb down and 51 lb up at 4-0-0, and 8 lb down and 51 lb up at 5-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss TG01 Truss Type Roof Special Girder Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047386 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:22 2018 Page 2 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-5c2mjvibtxzJTFsvsxb_jt9wKvfwedC2GaJJpDyQqjh LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-53, 3-4=-53, 4-5=-53, 5-7=-53, 1-8=-13 Concentrated Loads (lb) Vert: 3=39(B) 12=63(B) 18=22(B) 19=22(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18802499 Truss TG02 Truss Type Half Hip Girder Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047387 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:24 2018 Page 1 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-2?AX7akrPYD1iZ0I_MdSoIFPWiOj6QvLkuoQu6yQqjf Scale = 1:33.4 1 2 3 4 5 6 7 13 12 11 10 9 8 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 353x4 6x6 3x6 2x4 8x8 4x6 3x6 3x8 3x6 3x8 2x4 2x4 3x8 1-2-8 1-2-8 1-5-4 0-2-12 3-3-4 1-10-0 8-10-4 5-7-0 14-3-8 5-5-4 19-10-8 5-7-0 1-5-4 1-5-4 3-3-4 1-10-0 8-10-4 5-7-0 14-3-8 5-5-4 19-10-8 5-7-0 0-3-84-1-514.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-5], [3:0-3-0,0-1-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 20.0 20.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.31 0.16 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.06 0.01 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. REACTIONS.(lb/size) 8=608/0-5-8, 13=699/0-5-8 Max Horz 13=75(LC 44) Max Uplift 8=-546(LC 7), 13=-476(LC 7) Max Grav 8=704(LC 53), 13=771(LC 53) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-538/415, 3-4=-863/665, 4-6=-863/665 BOT CHORD 10-12=-283/333, 9-10=-581/763, 8-9=-581/763 WEBS 2-13=-644/429, 2-12=-315/435, 3-10=-470/648, 4-10=-332/244, 6-8=-904/687 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=20.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=546, 13=476. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 96 lb up at 3-3-4, 45 lb down and 50 lb up at 4-8-0, 45 lb down and 50 lb up at 6-0-0, 45 lb down and 50 lb up at 7-4-0, 45 lb down and 50 lb up at 8-8-0, 45 lb down and 50 lb up at 10-0-0, 45 lb down and 50 lb up at 11-4-0, 45 lb down and 50 lb up at 12-8-0, 45 lb down and 50 lb up at 14-0-0, 45 lb down and 50 lb up at 15-4-0, 45 lb down and 50 lb up at 16-8-0, and 45 lb down and 50 lb up at 18-0-0, and 43 lb down and 51 lb up at 19-4-4 on top chord, and 25 lb down and 46 lb up at 3-3-4, 15 lb down and 30 lb up at 4-8-0 , 15 lb down and 30 lb up at 6-0-0, 15 lb down and 30 lb up at 7-4-0, 15 lb down and 30 lb up at 8-8-0, 15 lb down and 30 lb up at 10-0-0, 15 lb down and 30 lb up at 11-4-0, 15 lb down and 30 lb up at 12-8-0, 15 lb down and 30 lb up at 14-0-0, 15 lb down and 30 lb up at 15-4-0, 15 lb down and 30 lb up at 16-8-0, and 15 lb down and 30 lb up at 18-0-0, and 15 lb down and 30 lb up at 19-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.).Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. October 23,2018 Job B18802499 Truss TG02 Truss Type Half Hip Girder Qty 2 Ply 1 ICE SKATING RINK Job Reference (optional) I35047387 8.220 s Oct 6 2018 MiTek Industries, Inc. Mon Oct 22 14:29:24 2018 Page 2 Probuild, Mooresville, IN 46158 ID:W1N9z13I5R22ETf7CfICjByl1y7-2?AX7akrPYD1iZ0I_MdSoIFPWiOj6QvLkuoQu6yQqjf LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-53, 3-7=-53, 1-8=-13 Concentrated Loads (lb) Vert: 25=-2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL 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.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 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"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge 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 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 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 System General 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses 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.