Loading...
HomeMy WebLinkAboutWS 16 - Truss Package6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: WS0016 - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.2 1 of 1 This package includes 22 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: 16 Customer Info: K Hovnanian Homes Project Name: WS0016 Model: Eden-B Subdivision: Waterstone Address: 5162 Armina Pl., . State: FLCity: Fort Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: October 14,2020 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Lady Lake, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T21574840 CJ1 Date 10/14/202T21574841CJ310/14/203T21574842CJ510/14/204T21574843CJ710/14/205T21574844EJ710/14/206T21574845EJ810/14/207T21574846HJ710/14/208T21574847HJ810/14/209T21574848T0210/14/2010T21574849T0510/14/2011T21574850T0610/14/2012T21574851T0710/14/2013T21574852T0810/14/2014T21574853T0910/14/20 No.Seal#Truss Name 15 T21574854 T09B Date 10/14/2016T21574855T1010/14/2017T21574856T1110/14/2018T21574857T1210/14/2019T21574858T1310/14/2020T21574859V0310/14/2021T21574860V0410/14/2022T21574861V0510/14/20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss CJ1 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T21574840 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:48 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-ZT5WDEmLQh4pjmuzCmlsnvo4kqYPh11WgiqZCxyTl2H Scale = 1:6.5 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0- 4 - 1 0- 9 - 1 0- 4 - 1 0 0- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=40(LC 12) Max Uplift 3=-8(LC 1), 2=-97(LC 12) Max Grav 3=18(LC 12), 2=125(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss CJ3 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T21574841 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:49 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-2gfuRZnzB?CgLwSAmTG5J6LEBEssQUHfvMZ7kOyTl2G Scale = 1:10.8 1 2 5 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0- 4 - 1 1- 7 - 1 1- 2 - 1 0 1- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=71(LC 12) Max Uplift 3=-32(LC 12), 2=-106(LC 12) Max Grav 3=54(LC 17), 2=187(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=106. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss CJ5 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T21574842 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:49 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-2gfuRZnzB?CgLwSAmTG5J6LAVEqoQUHfvMZ7kOyTl2G Scale = 1:15.8 1 2 5 6 3 4 2x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=103(LC 12) Max Uplift 3=-77(LC 12), 2=-116(LC 12) Max Grav 3=114(LC 17), 2=253(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=116. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss CJ7 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T21574843 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:50 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-WsDGevobyJKXy41MKBnKsKuHhd7b9xXp80JgHqyTl2F Scale = 1:19.8 1 2 5 6 3 43x4 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0- 4 - 1 3- 3 - 1 2- 1 0 - 1 0 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.18 -0.00 (loc) 2-4 2-4 3 l/defl >741 >431 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=136(LC 12) Max Uplift 3=-103(LC 12), 2=-130(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=103, 2=130. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss EJ7 Truss Type Jack-Open Qty 12 Ply 1 Job Reference (optional) T21574844 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:51 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-_2nerFoDjcTOaEcYtuIZPXQSR1TquOnyNf2EpGyTl2E Scale = 1:19.8 1 2 5 6 3 43x4 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0- 4 - 1 3- 3 - 1 2- 1 0 - 1 0 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.18 -0.00 (loc) 2-4 2-4 3 l/defl >741 >431 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=136(LC 12) Max Uplift 3=-103(LC 12), 2=-130(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=103, 2=130. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss EJ8 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T21574845 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:51 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-_2nerFoDjcTOaEcYtuIZPXQQc1Q6uOnyNf2EpGyTl2E Scale = 1:22.2 1 2 5 6 3 43x6 ST1.5x8 STP 8-0-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 0- 4 - 1 3- 8 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-6-2,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.65 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.33 -0.00 (loc) 2-4 2-4 3 l/defl >523 >281 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-119(LC 12), 2=-138(LC 12) Max Grav 3=185(LC 1), 2=360(LC 1), 4=140(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=119, 2=138. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T21574846 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:53 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-wRvPGxqTFEj6pXmx?JL1UyWt1r8PMEmFqzXKt9yTl2C Scale = 1:20.6 1 2 3 7 6 8 9 10 4 11 12 13 52x4 2x4 3x4 3x4 2x4 5-2-9 5-2-9 9-10-1 4-7-8 -1-5-0 1-5-0 5-2-9 5-2-9 9-10-1 4-7-8 0- 4 - 1 3- 2 - 1 3 3.54 12 Plate Offsets (X,Y)-- [2:Edge,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.47 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.08 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=135(LC 24) Max Uplift 4=-82(LC 8), 2=-237(LC 8), 5=-87(LC 8) Max Grav 4=124(LC 1), 2=445(LC 1), 5=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-772/220 BOT CHORD 2-7=-290/702, 6-7=-290/702 WEBS 3-6=-747/308, 3-7=0/284 NOTES-(8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=237. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 85 lb up at 1-4-15, 72 lb down and 85 lb up at 1-4-15, 72 lb down and 44 lb up at 4-2-15, 72 lb down and 44 lb up at 4-2-15, and 101 lb down and 99 lb up at 7-0-14, and 101 lb down and 99 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F=-18, B=-18) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss HJ8 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T21574847 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:54 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-OdSnUHr50XrzRhL7Z1sG0A2ynFOX5bxO3dHuQbyTl2B Scale = 1:20.9 1 2 3 7 6 8 9 10 11 4 12 13 14 15 53x4 3x4 2x4 3x4 5-11-12 5-11-12 11-3-12 5-4-0 -1-5-0 1-5-0 5-11-12 5-11-12 11-3-12 5-4-0 0- 3 - 1 3 3- 7 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.86 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.16 0.02 (loc) 6-7 6-7 5 l/defl >999 >802 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=152(LC 24) Max Uplift 4=-165(LC 4), 2=-269(LC 8), 5=-107(LC 8) Max Grav 4=247(LC 1), 2=541(LC 1), 5=456(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1075/325 BOT CHORD 2-7=-404/999, 6-7=-404/999 WEBS 3-7=0/382, 3-6=-1060/429 NOTES-(8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=165, 2=269, 5=107. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 85 lb up at 1-5-12, 72 lb down and 85 lb up at 1-5-12, 72 lb down and 44 lb up at 4-3-11, 72 lb down and 44 lb up at 4-3-11, 101 lb down and 99 lb up at 7-1-10, 101 lb down and 99 lb up at 7-1-10, and 124 lb down and 125 lb up at 9-11-9, and 124 lb down and 125 lb up at 9-11-9 on top chord, and 1 lb down at 1-5-12, 1 lb down at 1-5-12, 18 lb down at 4-3-11, 18 lb down at 4-3-11, 38 lb down at 7-1-10, 38 lb down at 7-1-10, and 67 lb down at 9-11-9, and 67 lb down at 9-11-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 11=-173(F=-86, B=-86) 14=-36(F=-18, B=-18) 15=-101(F=-51, B=-51) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T02 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T21574848 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:55 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-sp09hdskmrzq3rwJ6kNVZNbEdesdqABYIH0Ry1yTl2A Scale = 1:21.4 1 2 3 4 5 6 7 8 9 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 3x4 2x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 0- 4 - 1 2- 1 0 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge], [4:0-1-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.36 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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)4=0-8-0, 2=0-8-0 Max Horz 2=69(LC 11) Max Uplift 4=-133(LC 12), 2=-209(LC 12) Max Grav 4=415(LC 1), 2=496(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-650/406, 3-4=-649/424 BOT CHORD 2-5=-287/536, 4-5=-287/536 WEBS 3-5=-22/266 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=133, 2=209. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21574849 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:56 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-K0aXvzsMX95hg?VWgRuk5b8Mi27rZZphWxm_UUyTl29 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x6 3x4 2x4 3x4 3x8 2x4 3x4 3x4 2x4 3x6 3x6 5-9-14 5-9-14 11-0-0 5-2-2 17-6-0 6-6-0 24-0-0 6-6-0 29-2-2 5-2-2 35-0-0 5-9-14 -1-0-0 1-0-0 5-9-14 5-9-14 11-0-0 5-2-2 17-6-0 6-6-0 24-0-0 6-6-0 29-2-2 5-2-2 35-0-0 5-9-14 36-0-0 1-0-0 0- 4 - 1 4- 1 1 - 1 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.68 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.38 0.13 (loc) 13 13-15 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 175 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-10 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-120(LC 10) Max Uplift 2=-483(LC 12), 8=-483(LC 12) Max Grav 2=1342(LC 1), 8=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2711/1520, 3-4=-2260/1335, 4-5=-2408/1484, 5-6=-2408/1484, 6-7=-2260/1335, 7-8=-2711/1520 BOT CHORD 2-16=-1302/2423, 15-16=-1302/2423, 13-15=-1013/2042, 11-13=-1020/2042, 10-11=-1308/2423, 8-10=-1308/2423 WEBS 3-15=-441/322, 4-15=-105/367, 4-13=-289/568, 5-13=-398/344, 6-13=-289/568, 6-11=-105/367, 7-11=-442/322 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 24-0-0, Exterior(2) 24-0-0 to 28-2-15, Interior(1) 28-2-15 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except (jt=lb) 2=483, 8=483. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21574850 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:57 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-pC8v6Jt_ISDXI94iE9PzeogXASRsIzyrlbVY1wyTl28 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 4x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 4x6 3x6 6-9-14 6-9-14 13-0-0 6-2-2 22-0-0 9-0-0 28-2-2 6-2-2 35-0-0 6-9-14 -1-0-0 1-0-0 6-9-14 6-9-14 13-0-0 6-2-2 17-6-0 4-6-0 22-0-0 4-6-0 28-2-2 6-2-2 35-0-0 6-9-14 36-0-0 1-0-0 0- 4 - 1 5- 9 - 1 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.82 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.50 0.13 (loc) 12-13 12-13 8 l/defl >999 >820 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-140(LC 10) Max Uplift 2=-483(LC 12), 8=-483(LC 12) Max Grav 2=1342(LC 1), 8=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2685/1485, 3-4=-2106/1242, 4-5=-1891/1221, 5-6=-1891/1221, 6-7=-2106/1242, 7-8=-2685/1485 BOT CHORD 2-15=-1262/2397, 13-15=-1262/2397, 12-13=-973/1988, 10-12=-1269/2397, 8-10=-1269/2397 WEBS 3-13=-581/406, 4-13=-234/517, 5-13=-289/176, 5-12=-289/176, 6-12=-234/517, 7-12=-581/406 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-6-0, Interior(1) 17-6-0 to 22-0-0, Exterior(2) 22-0-0 to 26-2-15, Interior(1) 26-2-15 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except (jt=lb) 2=483, 8=483. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21574851 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:29:58 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-HOiIJeuc3mLOwIeuoswCB0DfgsnA1KS__FF5ZMyTl27 Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x6 3x6 4x6 3x4 2x4 3x4 3x8 3x4 2x4 4x6 3x6 7-9-14 7-9-14 15-0-0 7-2-2 20-0-0 5-0-0 27-2-2 7-2-2 35-0-0 7-9-14 -1-0-0 1-0-0 7-9-14 7-9-14 15-0-0 7-2-2 20-0-0 5-0-0 27-2-2 7-2-2 35-0-0 7-9-14 36-0-0 1-0-0 0- 4 - 1 6- 7 - 1 0- 4 - 1 6- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [5:0-5-12,0-2-8], [6:0-3-0,0-2-4], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.82 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.35 0.13 (loc) 13-14 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-160(LC 10) Max Uplift 2=-483(LC 12), 9=-483(LC 12) Max Grav 2=1342(LC 1), 9=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2655/1431, 3-5=-1932/1148, 5-6=-1715/1141, 6-8=-1933/1148, 8-9=-2655/1431 BOT CHORD 2-16=-1205/2365, 14-16=-1205/2365, 13-14=-778/1714, 11-13=-1211/2365, 9-11=-1211/2365 WEBS 3-16=0/329, 3-14=-733/472, 5-14=-157/445, 6-13=-179/445, 8-13=-732/471, 8-11=0/328 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 20-0-0, Exterior(2) 20-0-0 to 24-2-15, Interior(1) 24-2-15 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except (jt=lb) 2=483, 9=483. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21574852 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:00 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-Dnq2kKvsbNb69coHvHzgGRI38fQNVJLHRZkCdFyTl25 Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22 ST1.5x8 STP ST1.5x8 STP 3x4 2x4 3x4 3x8 3x4 3x4 2x4 8-9-14 8-9-14 17-0-0 8-2-2 17-6-0 0-6-0 18-0-0 0-6-0 26-2-2 8-2-2 35-0-0 8-9-14 -1-0-0 1-0-0 6-1-3 6-1-3 12-3-13 6-2-10 17-0-0 4-8-3 17-6-0 0-6-0 18-0-0 0-6-0 22-8-3 4-8-3 28-10-13 6-2-10 35-0-0 6-1-3 36-0-0 1-0-0 0- 4 - 1 7- 5 - 1 0- 4 - 1 7- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [12:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.90 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.38 0.12 (loc) 16 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing. REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=180(LC 11) Max Uplift 2=-483(LC 12), 12=-483(LC 12) Max Grav 2=1342(LC 1), 12=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2663/1383, 3-5=-2429/1290, 5-6=-1695/1025, 6-7=-1512/981, 7-8=-1512/981, 8-9=-1695/1025, 9-11=-2429/1290, 11-12=-2663/1383 BOT CHORD 2-18=-1174/2396, 16-18=-887/1926, 14-16=-893/1926, 12-14=-1180/2396 WEBS 3-18=-299/273, 5-18=-154/493, 5-16=-599/439, 9-16=-599/439, 9-14=-154/493, 11-14=-299/273, 7-16=-525/998 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2) 17-0-0 to 22-2-15, Interior(1) 22-2-15 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=483, 12=483. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T09 Truss Type Common Qty 17 Ply 1 Job Reference (optional) T21574853 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:01 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-hzNQygwUMhjznmNTT?UvoerEf3mMEmQQgDTlAhyTl24 Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 3x6 8-9-14 8-9-14 17-6-0 8-8-2 25-11-2 8-5-2 35-0-0 9-0-14 -1-0-0 1-0-0 6-1-2 6-1-2 12-3-12 6-2-10 17-6-0 5-2-4 22-8-4 5-2-4 28-8-13 6-0-9 35-0-0 6-3-3 36-0-0 1-0-0 0- 4 - 1 7- 7 - 9 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [10:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.92 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.38 0.12 (loc) 14 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=185(LC 11) Max Uplift 2=-483(LC 12), 10=-483(LC 12) Max Grav 2=1342(LC 1), 10=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2663/1333, 3-5=-2429/1239, 5-6=-1693/980, 6-7=-1692/979, 7-9=-2411/1233, 9-10=-2650/1329 BOT CHORD 2-16=-1114/2395, 14-16=-826/1929, 12-14=-840/1930, 10-12=-1124/2383 WEBS 6-14=-517/1010, 7-14=-610/415, 7-12=-154/484, 9-12=-301/271, 5-14=-609/418, 5-16=-155/493, 3-16=-297/270 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2) 17-6-0 to 20-6-0, Interior(1) 20-6-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=483, 10=483. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T09B Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T21574854 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:03 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-dMVBNMyluIzh04XsaQWNu3wSPtVsidGj7XysEayTl22 Scale = 1:66.0 1 2 3 4 6 7 9 13 16 18 19 20 21 22 5 8 10 11 12 14 15 17 28 27 26 25 24 23 33 34 35 36 37 38 40 39 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 3x6 4x6 5x8 5x6 3x4 4x6 5x8 6x8 7x10 7x10 3x8 7x10 5x6 3x6 10x12 3x8 10x12 4x6 8-1-0 8-1-0 8-9-14 0-8-14 11-4-0 2-6-2 11-8-0 0-4-0 12-0-0 0-4-0 12-11-4 0-11-4 16-4-0 3-4-12 16-8-0 0-4-0 17-6-0 0-10-0 18-4-0 0-10-0 22-1-10 3-9-10 23-4-0 1-2-6 25-11-2 2-7-2 26-11-0 0-11-14 35-0-0 8-1-0 -1-0-0 1-0-0 8-1-0 8-1-0 11-8-0 3-7-0 12-11-4 1-3-4 16-8-0 3-8-12 17-6-0 0-10-0 18-4-0 0-10-0 22-1-10 3-9-10 23-4-0 1-2-6 26-11-0 3-7-0 35-0-0 8-1-0 36-0-0 1-0-0 0- 4 - 1 3- 1 0 - 1 7- 7 - 9 0- 4 - 1 3- 1 0 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-1-10], [7:0-0-13,0-1-0], [10:0-5-0,0-4-8], [11:0-4-0,0-3-8], [12:0-3-8,0-1-8], [21:0-5-13,0-0-3], [24:0-4-8,0-4-8], [26:0-4-12,0-1-8], [27:0-4-8,0-4-8] , [29:0-1-14,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.72 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.15 0.02 (loc) 21-23 21-23 26 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 280 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-8,8-20: 2x6 SP No.2, 1-4,19-22: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-9 oc bracing. JOINTS 1 Brace at Jt(s): 11, 15, 33, 14, 5 REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=-185(LC 29) Max Uplift All uplift 100 lb or less at joint(s) except 2=-699(LC 33), 21=-1152(LC 34), 27=-878(LC 33), 26=-1531(LC 34) Max Grav All reactions 250 lb or less at joint(s) except 2=666(LC 30), 21=1414(LC 31), 27=1123(LC 30), 27=745(LC 1), 26=3159(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1613/1617, 3-6=-1118/1250, 6-7=-796/948, 7-9=-804/914, 9-13=-438/636, 13-16=-719/841, 16-18=-706/746, 18-20=-1038/1065, 20-21=-3575/3265, 3-5=-637/730, 5-10=-633/725, 10-11=-474/472, 11-12=-37/305, 12-14=-1207/918, 14-15=-1207/918, 15-17=-1246/943, 17-20=-1247/943 BOT CHORD 2-28=-1655/1595, 27-28=-883/810, 26-27=-1296/1243, 25-26=-829/743, 24-25=-524/540, 23-24=-2008/2392, 21-23=-2863/3154 WEBS 9-11=-654/423, 3-28=-49/314, 20-23=-379/688, 3-27=-762/582, 10-27=-751/771, 12-24=-1145/1767, 20-24=-944/652, 7-11=-236/325, 11-33=-883/724, 16-33=-851/699, 15-16=-365/463, 10-26=-2702/2233, 12-25=-1462/1036, 10-25=-1083/1656 NOTES-(14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2) 17-6-0 to 20-6-0, Interior(1) 20-6-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 699 lb uplift at joint 2, 1152 lb uplift at joint 21, 878 lb uplift at joint 27 and 1531 lb uplift at joint 26.Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T09B Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T21574854 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:04 2020 Page 2 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-5Y3ZaizNfc5YeD62871cQHTd9Hr5R4VtMBiQm0yTl21 NOTES-(14) 10) This truss has been designed for a total drag load of 100 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-0-0 for 100.0 plf. 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) 247 lb down and 181 lb up at 27-0-0 on top chord, and 456 lb down and 335 lb up at 27-0-0 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). 14) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-9=-54, 9-20=-54, 20-22=-54, 2-39=-20, 23-39=-65(F=-45), 21-23=-20, 20-40=-93(F) Concentrated Loads (lb) Vert: 23=-456(F) 37=-247(F) 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T10 Truss Type Hip Structural Gable Qty 1 Ply 1 Job Reference (optional) T21574855 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:05 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-aldxn2z?QwDPFNhEiqYrzU?qvg8?AWZ0brRzJSyTl20 Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 17 15 14 13 12 18 19 20 21 22 23 16 5x6 ST1.5x8 STP ST1.5x8 STP 3x6 5x6 5x8 3x6 6x8 2x4 3x8 3x4 3x8 6x8 2x4 3x6 5x8 9-0-0 9-0-0 10-0-0 1-0-0 17-6-0 7-6-0 26-0-0 8-6-0 35-0-0 9-0-0 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 14-8-0 5-8-0 20-4-0 5-8-0 26-0-0 5-8-0 30-2-2 4-2-2 35-0-0 4-9-14 36-0-0 1-0-0 0- 4 - 1 4- 1 - 1 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-2-5,Edge], [4:0-3-0,0-2-4], [8:0-3-0,0-2-4], [10:0-2-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.93 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.04 (loc) 2-17 10-12 10 l/defl >821 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-8,4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17 REACTIONS.All bearings 10-0-0 except (jt=length) 10=0-8-0, 16=0-8-0. (lb) - Max Horz 2=-100(LC 30) Max Uplift All uplift 100 lb or less at joint(s) 16 except 2=-1182(LC 31), 17=-1017(LC 33), 10=-1863(LC 34) Max Grav All reactions 250 lb or less at joint(s) 16 except 2=1143(LC 30), 17=1766(LC 1), 10=2003(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3051/3147, 3-4=-2064/2229, 4-5=-1404/1616, 5-7=-1770/1668, 7-8=-2214/2009, 8-9=-3539/3159, 9-10=-4688/4495 BOT CHORD 2-17=-2974/2863, 16-17=-1297/1417, 14-16=-1000/1120, 12-14=-2581/2829, 10-12=-3981/4352 WEBS 3-17=-389/415, 4-17=-590/567, 5-17=-2109/1897, 5-14=-1018/1251, 7-14=-1057/1077, 7-12=-1005/1141, 8-12=-564/730, 9-12=-385/369 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 26-0-0, Exterior(2) 26-0-0 to 30-4-6, Interior(1) 30-4-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 16 except (jt=lb) 2=1182, 17=1017, 10=1863. 7) This truss has been designed for a total drag load of 250 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 35-0-0 for 250.0 plf. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T11 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T21574856 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:07 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-W7lhCj?FyXU7VhqdpFbJ2v57KUqseSdJ29w4NLyTl2_ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 10x16 MT20HS ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 3x6 5x6 3x4 3x6 2x4 4x12 5x6 3x4 3x4 5x6 WB 3x6 2x4 6x8 7-0-0 7-0-0 10-4-0 3-4-0 19-1-8 8-9-8 28-0-0 8-10-8 35-0-0 7-0-0 -1-0-0 1-0-0 3-8-11 3-8-11 7-0-0 3-3-5 10-4-0 3-4-0 13-9-2 3-5-2 21-2-14 7-5-11 28-0-0 6-9-2 35-0-0 7-0-0 36-0-0 1-0-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-2-4,0-7-0], [8:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.85 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.48 0.04 (loc) 11-13 11-13 9 l/defl >999 >604 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 159 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 12-14: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 5-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS. (size)2=0-8-0, 9=0-8-0, 15=0-8-0 Max Horz 2=-80(LC 23) Max Uplift 2=-373(LC 25), 9=-574(LC 8), 15=-1317(LC 8) Max Grav 2=270(LC 6), 9=1502(LC 18), 15=3859(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/1209, 3-4=-794/2407, 4-5=-794/2407, 5-7=-2295/766, 7-8=-2792/1019, 8-9=-3092/1062 BOT CHORD 2-16=-1085/404, 15-16=-1066/400, 11-13=-981/2879, 9-11=-879/2760 WEBS 3-16=-76/450, 5-15=-3062/1215, 5-13=-732/2699, 7-13=-1010/605, 8-11=-63/736, 4-15=-275/163, 3-15=-1914/710 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=373, 9=574, 15=1317. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 122 lb up at 7-0-0, 113 lb down and 118 lb up at 9-0-12, 113 lb down and 118 lb up at 11-0-12, 113 lb down and 118 lb up at 13-0-12, 113 lb down and 118 lb up at 15-0-12, 113 lb down and 118 lb up at 17-0-12, 113 lb down and 118 lb up at 17-11-4, 113 lb down and 118 lb up at 19-11-4, 113 lb down and 118 lb up at 21-11-4, 113 lb down and 118 lb up at 23-11-4, and 113 lb down and 118 lb up at 25-11-4, and 200 lb down and 232 lb up at 28-0-0 on top chord, and 320 lb down and 115 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 17-11-4, 81 lb down at 19-11-4, 81 lb down at 21-11-4, 81 lb down at 23-11-4, and 81 lb down at 25-11-4, and 320 lb down and 115 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T11 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T21574856 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:07 2020 Page 2 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-W7lhCj?FyXU7VhqdpFbJ2v57KUqseSdJ29w4NLyTl2_ 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 3=-105(B) 8=-153(B) 16=-320(B) 11=-320(B) 17=-105(B) 18=-105(B) 19=-105(B) 20=-105(B) 21=-105(B) 22=-105(B) 23=-105(B) 24=-105(B) 25=-105(B) 26=-105(B) 27=-58(B) 28=-58(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(B) 35=-58(B) 36=-58(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T12 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T21574857 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:08 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-_KJ4Q30tjrc_7rPpNz6Yb6dU5uMSN38SHpgdunyTl1z Scale = 1:22.4 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-0-0 12-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0- 4 - 1 2- 1 0 - 1 0- 4 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.12 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-0. (lb) - Max Horz 2=70(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-102(LC 12), 6=-102(LC 12), 10=-113(LC 12), 8=-113(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=298(LC 1), 8=298(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-203/398, 5-8=-203/398 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 6-0-0, Corner(3) 6-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 2, 102 lb uplift at joint 6, 113 lb uplift at joint 10 and 113 lb uplift at joint 8. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss T13 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T21574858 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:09 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-SWsSdP0WT8kqk?_0xgdn7KAdLIez6WgcWTPBRDyTl1y Scale = 1:22.4 1 2 3 4 5 6 7 8 9 10 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 3x4 2x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0- 4 - 1 2- 1 0 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.36 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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=0-8-0, 4=0-8-0 Max Horz 2=-70(LC 10) Max Uplift 2=-205(LC 12), 4=-205(LC 12) Max Grav 2=491(LC 1), 4=491(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-636/377, 3-4=-636/377 BOT CHORD 2-6=-219/523, 4-6=-219/523 WEBS 3-6=-2/264 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2 and 205 lb uplift at joint 4. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss V03 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T21574859 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:10 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-wiQqrl18ESshM8ZCVO80gXjtRh3Sr_Ulk79kzgyTl1x Scale = 1:6.9 1 2 3 2x4 4x6 2-0-0 2-0-0 0- 0 - 4 0- 1 0 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-12], [2:Edge,0-1-12], [3:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-6, 3=1-11-6 Max Horz 1=23(LC 9) Max Uplift 1=-13(LC 12), 3=-14(LC 12) Max Grav 1=41(LC 1), 3=41(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 14 lb uplift at joint 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss V04 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T21574860 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:10 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-wiQqrl18ESshM8ZCVO80gXjqPh0lrz1lk79kzgyTl1x Scale = 1:17.9 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 4-1-0 4-1-0 7-0-0 2-11-0 0- 0 - 4 2- 1 1 - 0 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.19 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-11-6, 4=6-11-6, 5=6-11-6 Max Horz 1=124(LC 9) Max Uplift 1=-17(LC 12), 4=-30(LC 9), 5=-116(LC 12) Max Grav 1=99(LC 1), 4=77(LC 17), 5=279(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-195/314 NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 6-10-4 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1, 30 lb uplift at joint 4 and 116 lb uplift at joint 5. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0016 Truss V05 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T21574861 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 13 18:30:11 2020 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:ts67lOCZ21Eq4xvrhYAIX3yhPJt-Ou_C252m?m_Y_I8O25fFClFuC5KfaRjvznuHV6yTl1w Scale = 1:13.1 1 2 3 4 2x4 2x4 2x4 5-0-0 5-0-0 0- 0 - 4 2- 1 - 0 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.66 0.34 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: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-11-6, 3=4-11-6 Max Horz 1=84(LC 9) Max Uplift 1=-47(LC 12), 3=-52(LC 12) Max Grav 1=152(LC 1), 3=153(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-10-4 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 1 and 52 lb uplift at joint 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. October 14,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s