Loading...
HomeMy WebLinkAboutAPPROVED T24642126.R02.WS0027(1)MiTek RE: WS0027 MiTek USA, Inc. 2865295 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: K Hovnanian Homes Project Name: WS0027 Lot/Block: 27 Model: Lelia -A Address: 5118 Armina PI., . Subdivision: Waterstone City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 33 individual, dated 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24642126 CJ1 7/13/2021 21 T24642146 T13 7/13/2021 2 T24642127 CJ3 7/13/2021 22 T24642147 T14 7/13/2021 3 T24642128 CJ3A 7/13/2021 23 T24642148 T14A 7/13/2021 4 T24642129 CJ5 7/13/2021 24 T24642149 T15 7/13/2021 5 T24642130 CJ5A 7/13/2021 25 T24642150 T16 7/13/2021 6 T24642131 EJ7 7/13/2021 26 T24642151 T17 7/13/2021 7 T24642132 HJ5 7/13/2021 27 T24642152 T18 7/13/2021 8 T24642133 HJ7 7/13/2021 28 T24642153 T19 7/13/2021 9 T24642134 T01 7/13/2021 29 T24642154 T20 7/13/2021 10 T24642135 T02 7/13/2021 30 T24642155 Vol 7/13/2021 11 T24642136 T03 7/13/2021 31 T24642156 V02 7/13/2021 12 T24642137 T04 7/13/2021 32 T24642157 V03 7/13/2021 13 T24642138 T05 7/13/2021 33 T24642158 VO4 7/13/2021 14 T24642139 T06 7/13/2021 15 T24642140 T07 7/13/2021 16 T24642141 T08 7/13/2021 17 T24642142 T09 7/13/2021 18 T24642143 T10 7/13/2021 19 T24642144 Tll 7/13/2021 20 T24642145 T12 7/13/2021 This item has been electronically signed and sealed by Velez, Joaquin 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 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 - Plant City. �% ().0 I N Truss Design Engineer's Name: Velez, Joaquin � ,••��G E•NS�••� My license renewal date for the state of Florida is February 28, 2023. Florida COA: 6634 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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 68182 =�• •X :�•• STATE OF '1/ i0•'. •�� ��� �•�c< O R `OP•.\�`�. 1111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 July 13, 2021 1 of 1 Velez, Joaquin Job Truss Truss Type Qty Ply 2865295 T24642126 WS0027 CA CORNERJACK 12 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:28 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-o_fa6TEu21 cZpZ1 kglVwHhq E WZBlwfaaXWgZHJyyu41 -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:6.5 2x4 = ST1.5x8 STP = Plate Offsets (X,Y)-- [2:0-1-14,0-0-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 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- (7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 97 lb uplift at joint 2. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642127 WS0027 CJ3 Corner Jack 11 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, -1-0-0 2x4 = 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:29 2021 Page 1 I D:J bsS UYEphcZuYTshvwE3B Ryh OBX-GADzKpF W pLkQRjcwOT09qu MO3zVCf6gjmAa7q Iyyu40 3-0-0 Scale = 1:10.8 1ST1.5x8 STP = 3-0-0 3-0-0 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 11 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 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- (7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 106 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any This item has been particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642128 WS0027 CJ3A Corner Jack 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 2x4 = 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:29 2021 Page 1 I D:JbsSUYEphcZuYTshvwE3BRyhOBX-GADzKpFW pLkQRjcwOT09quMN3zVkf6gjmAa7glyyu40 3-0-0 3-0-0 3-0-0 3-0-0 Scale = 1:10.8 Plate Offsets (X,Y)-- [1:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=49(LC 12) Max Uplift 1=-24(LC 12), 2=-54(LC 12) Max Grav 1=106(LC 1), 2=78(LC 1), 3=58(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 1 and 54 lb uplift at joint 2. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Clty Ply 2865295 T24642129 WS0027 CJ5 Corner Jack 9 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, i 1-0 0 2x4 = ST1.5x8 STP = 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:30 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-kMnLX9G8aesH3tB7yAXOM6vVPNpNOZ4t?pJgMCyyu4? 5-0-0 5-0-0 5-0-0 5-0-0 Scale = 1:15.8 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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- (7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3 and 116 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any This item has been particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2865295 T24642130 WS0027 CJ5A Corner Jack 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 2x4 — 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:31 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-CZKjIVHmLy_8g1 mJWu2dvJSfgm9470KODT3Eueyyu4_ 5-0-0 5-0-0 Scale = 1:14.9 5-0-0 5-0-0 Plate Offsets (X,Y)-- [1:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.07 1-3 >863 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 16 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-42(LC 12), 2=-91(LC 12) Max Grav 1=180(LC 1), 2=132(LC 1), 3=98(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior(1) 3-0-12 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 1 and 91 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any This item has been particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642131 WS0027 EJ7 Jack -Open 19 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, -1-0-0 , P 3x4 = ST1.5x8 STP = 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:31 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-CZKjIVHmLy_8g1mJWu2dvJSdem6A70KODT3Eueyyu4_ 7-0-0 Scale = 1:19.8 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0-0-10,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.10 2-4 >773 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 2-4 >431 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 23 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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- (7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 3 and 130 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any This item has been particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642132 WS0027 HJ5 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, -1-5-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:32 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-glu5ygIP6G6?IBLV3bZsRX_ohARrsSy9S7onQ4yyu3z 6-9-6 7-0-14 6-9-6 0-3-8 2x4 11 Scale = 1:16.2 3 4 2x4 11 6-9-6 7 0-14 6-9-6 04-8 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.09 2-6 >910 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.18 2-6 >443 180 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 26 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=1-5-0, 6=0-5-5 Max Horz 2=94(LC 8) Max Uplift 2=-106(LC 8), 6=-112(LC 8) Max Grav 2=225(LC 1), 6=302(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 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.Opsf 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 106 lb uplift at joint 2 and 112 lb uplift at joint 6. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (pif) Vert: 2=0(F=27, B=27)-to-3=-92(F=-19, B=-19), 3=-52(F=-19, B=-19)-to-4=-55(F=-21, B=-21), 2=0(F=10, B=10)-to-5=-35(F=-8, B=-8) 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642133 WS0027 HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, i -1-5-0 5-8-1 1-5-0 5-8-1 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:33 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-8XSTAAlltZESWKWidJ45_kX13apFbr7JhnYKyWyyu3y 9-10-1 4-1-15 Scale = 1:20.6 2x4 = 5 3x4 = 5-8-1 9-10-1 5-8-1 4-1-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=162(LC 8) Max Uplift 4=-131(LC 8), 2=-155(LC 8), 5=-91(LC 8) Max Grav 4=211(LC 13), 2=392(LC 1), 5=375(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-777/150 BOT CHORD 2-7=-265/722, 6-7=-265/722 WEBS 3-6=-790/289, 3-7=0/272 NOTES- (8) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 4, 155 lb uplift at This item has been joint 2 and 91 lb uplift at joint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). electronically signed and 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any sealed by Velez, Joaquin, PE particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (plf) signed and sealed and the Vert: 1-8=-54 signature must be verified Trapezoidal Loads (plf) on an y electro annic copies. Vert: 8=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 2=-2(F=9, B=9)-to-5=-49(F=-15, B=-15) Joaquin Velez PE Nonic MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642134 WS0027 T01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:34 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-d8OsN WJfetMjXUVuBObKXy47W_ObKIOSwRHuUzyyu3x 7-0-0 11-8-0 18-8-0 19-8-0 7-0-0 4-8-0 7-0-0 1-0-0 Scale: 3/8"=1' 5x6 = 5x6 2 8 3 Io 3x6 = 5x6 = 3x4 = ST1.5x8 STP = 4x4 = 7-0-0 11-8-0 18-8-0 7-0-0 4-8-0 7-0-0 Plate Offsets (X,Y)-- [1:0-0-14,0-0-2], [2:0-3-0,0-2-4], [3:0-3-0,0-2-4], [4:0-2-6,Edge], [7:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.13 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.23 6-7 >943 180 BCLL 0.0 * Rep Stress Incr NO WB 0.26 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 75 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. 2-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. BOT CHORD 2x4 SP No.1 *Except* 4-7: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 4=0-8-0 Max Horz 1=-79(LC 6) Max Uplift 1=-495(LC 8), 4=-576(LC 8) Max Grav 1=1519(LC 1), 4=1621(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3390/1094, 2-3=-2971/1021, 3-4=-3355/1077 BOT CHORD 1-7=-914/3054, 6-7=-907/3019, 4-6=-892/3003 WEBS 2-7=-139/629, 3-6=-144/681 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. sealed by Velez, Joaquin, PE 7) Refer to girder(s) for truss to truss connections. using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 495 lb uplift at joint 1 and 576 lb uplift at Printed cop 1es of this joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 68 lb up at document are not considered 7-0-0, and 199 lb down and 68 lb up at 11-8-0 on top chord, and 375 lb down and 128 lb up at 7-0-0, and 375 lb down and 128 lb signed and sealed and the up at 11-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Signature must be verified 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). "This nic 1C On any electronic copies. 11) manufactured product is designed as an individual building component. The suitability and use of this component for any Joaquin Velez PE 82 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." MiTek USA, Inc. FL Cart 634 LOAD CASE(S) Standard 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ��" 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642134 WS0027 T01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:34 2021 Page 2 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-d8OsN WJfetMjXUVuBObKXy47W_ObKIOSwRHuUzyyu3x LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-134(F=-80), 3-5=-54, 1-7=-20, 6-7=-59(F=-39), 4-6=-20 Concentrated Loads (lb) Vert: 3=-199(F) 7=-375(F) 6=-375(F) 2=-199(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642135 WS0027 T02 Jack -Open Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:35 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-5KaEasKHPBUa9e44lj7Z39cl3OOh3o2c851ROPyyu3w 5-0-12 5-0-12 1-11-4 Scale = 1:20.0 3x4 = 2x4 ST1.5x8 STP = 5-0-12 7-0-0 5-0-12 1-11-4 Plate Offsets (X,Y)-- [1:0-4-5,0-1-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.18 1-5 >439 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.32 1-5 >242 180 BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 34 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=108(LC 8) Max Uplift 1=-248(LC 8), 4=-489(LC 8) Max Grav 1=822(LC 1), 4=1406(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-217/273 NOTES- (9) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 1 and 489 lb uplift at joint a. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 44 lb up at This item has been 1-1-1, and 160 lb down and 62 lb up at 3-1-1, and 1499 lb down and 515 lb up at 5-0-12 on bottom chord. The design/selection of electronically signed and such connection device(s) is the responsibility of others. Sealed by Velez, Joaquin, PE 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Digital Signature. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any Printed copies of this particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) on any electronic copies. Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Joaquin Velez PE No.68182 Vert: 5=-1499(F) 6=-86(F) 7=-160(F) MiTek USA, Inc. FL Cert 66346904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642136 WS0027 T03 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:36 2021 Page 1 I D:JbsSUYEphcZuYTshvwE3BRyhOBX-ZW8coCLvAUcQnofGl ReocN9Wanjoo3W INIm_Zryyu3v 21-4-0 -1-0-Oi 4-3-7 7-0-0 11-11-14 15-4-13 18-8-0 20-8-0 2'4-Or4i 24-5-13 3014-0 1-0-0 4-3-7 2-8-9 4-11-14 3-5-0 3-3-3 2-0-0 0-0-0 3-1-13 5-10-3 0-4-0 Scale = 1:57.1 5x6 — 3x8 = 2x4 11 4x6 = 4x4 11 ST1.5x8 STP = 15 14 13 — 11 ST1.5x8 STP = 3x10 4x4 = 2x4 11 8x12 = 4x8 = 3x8 21-4-0 7-0-0 11-11-14 15-4-13 18-8-0 20-8-0 2t-OA 30-4-0 7-0-0 4-11-14 3-5-01 2-0-0 014JO 1 9-0-0 0-4-0 Plate Offsets (X,Y)-- [2:0-3-1,0-1-8], [3:0-3-0,0-2-4], [9:0-3-1,0-1-8], [12:0-2-12,0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.27 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.49 13 >719 180 BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. 6-7,7-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. BOT CHORD 2x6 SP M 26 *Except* 9-12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=103(LC 7) Max Uplift 2=-773(LC 8), 9=-571(LC 8) Max Grav 2=2227(LC 1), 9=1611(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4930/1590, 3-4=-4522/1518, 4-5=-5010/1682, 5-6=-5010/1682, 6-7=-3093/1038, 7-8=-3125/1036,8-9=-3367/1120 BOT CHORD 2-15=-1362/4459, 14-15=-1712/5518, 13-14=-1712/5518, 11-13=-1336/4375, 9-11=-943/3035 WEBS 3-15=-331/1228, 6-13=-276/930, 6-11=-2424/849, 4-13=-745/280, 7-11=-703/2194, 4-14=-132/555, 4-15=-1160/388 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; 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 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 773 lb uplift at joint 2 and 571 lb uplift at document are not considered joint 9. signed and sealed and the 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 65 lb up at signature must be verified 7-0-0 on top chord, and 375 lb down and 123 lb up at 7-0-0, and 375 lb down and 123 lb up at 11-8-0 on bottom chord. The an on any electronic copies. c design/selection of such connection device(s) is the responsibility of others. Nonic Joaquin Velez 82 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MiTe 634 MiTek USA, Inc. FL Cart 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any 6904 Parke East Blvd. Tampa FL 3361D particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Date: LOAD CASE(S) Standard July 12,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ��" 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642136 WS0027 T03 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:36 2021 Page 2 I D:JbsSUYEphcZuYTshvwE3BRyhOBX-ZW8coCLvAUcQnofGl ReocN9Wanjoo3W INIm_Zryyu3v LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-16=-134(F=-80), 6-16=-54, 6-7=-54, 7-10=-54, 2-15=-20, 15-19=-59(F=-39), 9-19=-20 Concentrated Loads (lb) Vert: 3=-199(F) 15=-375(F) 19=-375(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642137 WS0027 T04 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:37 2021 Page 1 I D:JbsSUYEphcZuYTshvwE3BRyhOBX-lji_?YLXxokHOyDTs8918aijhB33XgbucPWY5lyyu3u 21-4-0 r1-0-Oi 5-8-11 9-0-0 15-2-0 20-8-0 21-0; Oi 24-7-6 304-0 31-4-Oi 1-0-0 5-8-11 3-3-5 6-2-0 5-6-0 0�-0 3-3-6 5-8-10 1-0-0 0-4-0 Scale = 1:55.0 5.00 F12 4x8 = 2x4 11 4x8 = 4 15 16 5 17 18 6 ST1.5x8 STP = 12 11 10 ST1.5x8 STP = 4x4 = 3x4 = 5x8 = 3x4 = 9-0-0 15-2-0 20-8-0 21-4 30-4-0 9-0-0 6-2-0 5-6-0 8- 9-0-0 Plate Offsets (X,Y)--[4:0-5-4,0-2-0],[6:0-54,0-2-0],[7:0-0-0,0-0-0],[11:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=100(LC 11) Max Uplift 2=-427(LC 12), 8=-427(LC 12) Max Grav 2=1170(LC 1), 8=1170(LC 1) 4x4 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.45 Vert(LL) -0.17 2-12 >999 240 MT20 244/190 BC 0.83 Vert(CT) -0.38 2-12 >948 180 WB 0.21 Horz(CT) 0.09 8 n/a n/a Matrix-SH Weight: 144 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2221/925, 3-4=-1995/830, 4-5=-2192/960, 5-6=-2192/960, 6-7=-1995/830, 7-8=-2221/925 BOT CHORD 2-12=-770/1990, 11-12=-611/1814, 10-11=-615/1814, 8-10=-775/1990 WEBS 4-12=-63/378, 4-11=-202/542, 5-11=-380/235, 6-11=-202/542, 6-10=-63/377 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 21-4-0, Exterior(2R) 21-4-0 to 24-4-0, Interior(1) 24-4-0 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf 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 427 lb uplift at joint 2 and 427 lb uplift at joint 8. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642138 WS0027 T05 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:38 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-VvGMDuM9i6s806ofQsgGhoEssbSRG742g3F5dkyyu3t 6-6-5 11-0-0 15-2-0 19-4-0 23-9-11 30 4-0 31-4-q 6-6-5 4-5-11 4-2-0 4-2-0 4-5-11 6-6-5 1-0-0 Scale = 1:54.8 4x4 = _ 3x4 = 4x4 — 3 4 15 5 Iy 0 3x4 � 13 12 — 10 9 ST1.5x8 STP 4x6 = ST1.5x8 STP — 2x4 11 3x8 = 3x8 = 2x4 11 3x4 6-6-5 11-0-0 19-4-0 23-9-11 30-4-0 6-6-5 4-5-11 8-4-0 4-5-11 6-6-5 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8],[7:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.15 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.36 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-119(LC 10) Max Uplift 1=-357(LC 12), 7=-428(LC 12) Max Grav 1=1096(LC 1), 7=1171(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2277/886, 2-3=-1829/764, 3-4=-1650/736, 4-5=-1648/741, 5-6=-1826/763, 6-7=-2262/885 BOT CHORD 1-13=-725/2024, 12-13=-725/2024, 10-12=-594/1755, 9-10=-733/2009, 7-9=-733/2009 WEBS 2-12=-461/252, 3-12=-163/486, 4-12=-267/113, 4-10=-269/117, 5-1 0=-1 60/484, 6-10=-446/244 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, 1nterior(1) 3-4-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-0, Interior(1) 15-2-0 to 19-4-0, Exterior(2R) 19-4-0 to 23-9-11, Interior(1) 23-9-11 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf 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 357 lb uplift at joint 1 and 428 lb uplift at joint 7. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642139 WS0027 T06 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:39 2021 Page 1 I D:JbsSUYEphaZuYTshvwE3BRyhOBX-z5plQENoTP_?eFNr_ZBVE?n_v?ml?WyB3j?f9Ayyu3s 7-7-12 13-0-0 17-4-0 22-8-4 30-4-0 31 4-q 7-7-12 5-4-4 4-4-0 5-4-4 7-7-12 1-0-0 4x8 = 4x4 = 15 16 4 Scale = 1:54.8 3x4 = 12 11 — 9 8 ST1.5x8 STP 3x6 = ST1.5x8 STP — 2x4 11 3x4 = 3x8 = 2x4 11 3x4 7-7-12 13-0-0 17-4-0 22-8-4 30-4-0 7-7-12 5-4-4 4 4-0 5-4-4 7-7-12 Plate Offsets (X,Y)-- [1:0-1-10,Edge], [3:0-5-4,0-2-0], [6:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 6=0-8-0 Max Horz 1=-139(LC 10) Max Uplift 1=-357(LC 12), 6=-428(LC 12) Max Grav 1=1096(LC 1), 6=1171(LC 1) Iy 0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.72 Vert(LL) -0.13 9-11 >999 240 MT20 244/190 BC 0.78 Vert(CT) -0.27 1-12 >999 180 WB 0.47 Horz(CT) 0.09 6 n/a n/a Matrix-SH Weight: 147 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2235/865, 2-3=-1651/721, 3-4=-1470/708, 4-5=-1651/724, 5-6=-2223/866 BOT CHORD 1-12=-697/1980, 11-12=-697/1980, 9-11=-450/1470, 8-9=-707/1967, 6-8=-707/1967 WEBS 2-12=0/292, 2-11=-610/294, 3-11 =-1 17/390, 4-9=-121/390, 5-9=-596/286, 5-8=0/290 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 13-0-0, Exterior(2E) 13-0-0 to 17-4-0, Exterior(2R) 17-4-0 to 21-6-15, Interior(1) 21-6-15 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf 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 357 lb uplift at joint 1 and 428 lb uplift at joint 6. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642140 WS0027 T07 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:40 2021 Page 1 I D:JbsSUYEphcZuYTshvwE3BRyhOBX-RHN7eZOQEj6sGPy2XHikmDK51P4jkvbLl NkCicyyu3r 15-4-0 8-9-6 15-0-0 15 2,0 21-6-10 304-0 i31-4-00 8-9-6 6-2-10 0- - 6-2-10 8-9-6 1-0-0 0-2-0 Scale = 1:53.8 4x4 = 5.00 12 Ia 0 ST1.5x8 STP = 11 10 9 ST1.5x8 STP = 4x4 = 2x4 II 5x8 = 2x4 4x4 = 15-4-0 i 8-9-6 15-0-0 15 W 21-6-10 30-4-0 8-9-6 6-2-10 0- - 6-2-10 8-9-6 0-2-0 Plate Offsets (X,Y)-- [10:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.18 1-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.38 1-11 >931 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=-160(LC 10) Max Uplift 1=-357(LC 12), 7=-428(LC 12) Max Grav 1=1096(LC 1), 7=1171(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2179/808, 2-4=-1482/632, 4-6=-1481/626, 6-7=-2170/798 BOT CHORD 1-11=-631/1922, 10-11=-631/1922, 9-10=-635/1912, 7-9=-635/1912 WEBS 2-11=0/338, 2-10=-742/350, 6-10=-731/345, 6-9=0/337, 4-10=-296/812 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 15-2-0, Exterior(2R) 15-2-0 to 19-4-15, Interior(1) 19-4-15 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 1 and 428 lb uplift at electronically signed and joint 7. sealed by Velez, Joaquin, PE 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any using a Digital Signature. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642141 WS0027 T08 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:41 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-vUxVrvP2?l FjtZXE5_DzJQsLFoTCTIhUX1 UIE3yyu3q 1-0-Q 5-0-0 9-8-0 12-2-8 19-10-0 27-5-8 35-0-0 16-0-Q i-0- 5-0-0 4-8-0 2-6-9 7-7-8 7-7-8 7-6-8 1-0-0 Scale = 1:64.8 4x6 = ST1.5x8 STP — 16 15 .v " - " " 1 1 ST1.5x8 STP — 3x4 = ST1.5x8 STP = 5x12 = 3x6 = 3x4 = 5x6 = 2x4 \\ 3x4 2x4 11 5-0-0 9-8-0 16-3-11 23-4-5 296-5-8-9-13 35-0-0 5-0-0 4-8-0 6-7-11 7-0-11 5-2-3 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-10-4,0-2-12], [9:0-3-0,0-1-8], [12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.17 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.29 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 171 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-8-0, 9=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-376(LC 18), 16=-606(LC 12), 9=-398(LC 12) Max Grav 2=38(LC 12), 16=2138(LC 17), 9=1196(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-463/1478, 3-4=-919/374, 4-5=-1020/426, 5-6=-1517/598, 6-8=-1689/645, 8-9=-2341/754 BOT CHORD 2-16=-1294/491, 15-16=-1417/543, 13-15=-440/1435, 12-13=-285/1195, 11-12=-624/1907, 9-11=-609/2080 WEBS 3-16=-19361752, 3-15=-883/2565, 4-15=-478/231, 5-15=-644/287, 6-13=-70/387, 6-12=-174/707, 8-12=-575/321, 8-11=0/304 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 8-0-0, Interior(1) 8-0-0 to 19-10-0, Exterior(2R) 19-10-0 to 22-10-0, Interior(1) 22-10-0 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 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = I O.Opsf. document 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2, 606 lb uplift at are not considered joint 16 and 398 lb uplift at joint 9. signed and sealed and the 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any signature must be verified particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642142 WS0027 T09 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:42 2021 Page 1 I D: J bsS UYEphcZuYTshvwE3B Ryh OBX-OgVt3FPg I KNaVj6Qfi ICrd PTYCosCgVe Ih DJ m Vyyu3p 1-0-Q 7-0-0 11-8-0 12r2-10 16-3-11 19-10-0 27-5-7 29-9-12 35-0-0 16-0-Q i-0- 7-0-0 0- - 0 4-1-1 3-6-5 7-7-7 2-4-5 5-2-4 1-0-0 i; 0 Scale = 1:64.8 4x6 = ST1.5x8 STP — 14 13 " `� " 11 fu ST1.5x8 STP — 3x4 = ST1.5x8 STP = 5x8 — 3x4 = 5x6 = 2x4 \ 4x4 = 3x4 // 5-0-0 7-0-0 11-8-0 16-3-11 19-10-0 23-4-5 29-9-12 35-0-0 5-0-0 2-0-0 4-8-0 4-7-11 3-6-5 3-6-5 6-5-7 5-2-4 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [3:0-3-0,0-2-4], [11:0-3-0,0-3-0], [13:0-2-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.18 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.31 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 170 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0, 8=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-310(LC 18), 14=-557(LC 12), 8=-409(LC 12) Max Gram 2=7(LC 9), 14=2032(LC 17), 8=1226(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-440/1383, 3-4=-1561/667, 4-5=-1610/643, 5-7=-1769/683, 7-8=-2413/792 BOT CHORD 2-14=-1202/485, 12-13=-516/1630, 11-12=-326/1263, 10-11=-657/1975, 8-10=-644/2145 WEBS 3-14=-2138/848, 4-13=-794/367, 5-12=-79/412, 4-12=-303/181, 5-11=-168/713, 7-11=-567/315, 7-10=0/298, 3-13=-601/1791 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 19-10-0, Exterior(2R) 19-10-0 to 22-10-0, Interior(1) 22-10-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed copies of this p 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 2, 557 lb uplift at document joint 14 and 409 lb uplift at joint 8. are not considered 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any signed and sealed and the particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ��" 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642143 WS0027 T10 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:44 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-K3ddTxRwHydlk1Gpm6ngx2Uo7OTmgilwD?iQrOyyu3n 1-0-Q 5-5-0 9-0-0 13-8-0 19-10-0 26-0-0 $7-1-$ 35-0-0 36-0-Q i-0- 5-5-0 3-7-0 4-8-0 6-2-0 6-2-0 1-1-2 7-10-14 -0- Scale = 1:64.8 4x4 = ST1.5x8 STP — 16 15 - la " `� " 11 ST1.5x8 STP — 3x4 = ST1.5x8 STP = 4x8 — 3x6 = 3x4 = 5x6 = 2x4 4x4 = 2x4 // 5-0-0 9-0-0 13-8-0 16-3-11 19-10-0 23 4-5 27-1-2 29 4-11 35-0-0 5-0-0 4-0-0 4-8-0 2-7-11 3-6-5 3-6-5 3-8-13 2-3-9 Plate Offsets (X,Y)-- [9:0-2-6,Edge], [12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.17 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.29 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 16=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-275(LC 18), 9=-407(LC 12), 16=-566(LC 12) Max Grav 2=15(LC 9), 9=1230(LC 18), 16=2006(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/1244, 3-4=-721/333, 4-5=-633/326, 5-6=-1627/677, 6-8=-1800/723, 8-9=-2368/770 BOT CHORD 2-16=-1095/432, 15-16=-762/294, 13-15=-490/1573, 12-13=-316/1246, 11-12=-603/1858, 9-11=-606/2089 WEBS 3-15=-513/1564, 6-12=-232/777, 8-12=-524/304, 8-11=-5/338, 6-13=-135/492, 5-13=-252/195, 5-15=-1168/454, 3-16=-18581723 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 19-10-0, Exterior(2R) 19-10-0 to 22-10-0, Interior(1) 22-10-0 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 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = I O.Opsf. document 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 2, 407 lb uplift at are not considered joint 9 and 566 lb uplift at joint 16. signed and sealed and the 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any signature must be verified particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642144 WS0027 T11 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:45 2021 Page 1 ID:JbsSUYEphaZuYTshvwE3BRyhOBX-oFBOhHSY2F19MAr?KglvTG1z?Qp3PEW4RfSzNgyyu3m 1-0-Q 6-8-2 11-0-0 15-8-0 19-10-0 26-0-0 35-0-0 16-"i-0- 6-8-2 4-3-14 4-8-0 4-2-0 6-2-0 9-0-0 -0- Scale = 1:64.8 4x4 = ST1.5x8 STP — 16 1514 13 " " 11 ST1.5x8 STP — 3x4 = ST1.5x8 STP = 3x6 — 3x8 — 5x6 = 2x4 4x4 = 2x4 // 3x4 — 5-0-0 11-0-0 15-8-0 23-4-5 29-4-11 35-0-0 5-0-0 6-0-0 4-8-0 7-8-5 6-0 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [9:0-2-6,Edge], [12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.22 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.38 12-13 >951 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-8-0, 9=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-239(LC 24), 16=-542(LC 12), 9=-411(LC 12) Max Grav 2=5(LC 9), 16=1951(LC 17), 9=1246(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-392/1161, 3-4=-1070/479, 4-5=-1548/671, 5-6=-1739/784, 6-8=-1849/742, 8-9=-2400/791 BOT CHORD 2-16=-1009/421, 13-15=-251/995, 12-13=-332/1259, 11-12=-622/1900, 9-11=-626/2119 WEBS 3-16=-1952/794, 3-15=-326/1122, 4-15=-421/198, 4-13=-300/901, 5-13=-848/450, 6-13=-255/613, 6-12=-232/814, 8-12=-519/309, 8-11=-6/320 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 19-10-0, Exterior(2R) 19-10-0 to 22-10-0, Interior(1) 22-10-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. electronically Signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Velez, Joaquin, PE 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed copies of this p 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 2, 542 lb uplift at document joint 16 and 411 lb uplift at joint 9. are not considered 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any signed and sealed and the particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642145 WS0027 T12 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:46 2021 Page 1 I D:JbsSUYEphcZuYTshvwE3BRyhOBX-GRkOudSBpZtO_KQBuXp80TZ8fp888c_DgJBWvGyyu31 1-0 13-0-0 17-8-0 19-10-0 26-0-0 35-0-0 16-"i-0- 7-9-7 5-2-9 4-8-0 2-2-0 6-2-0 9-0-0 -0- Scale = 1:64.8 4x4 = 4x4 = 4x12 = 6 Ia 0 ST1.5x8 STP = 16 " 14 13 " - " 11 ST1.5x8 STP = 3x4 = ST1.5x8 STP = 3x6 = 3x8 — 3x4 = 5x6 = 2x4 4x4 = 3x4 // 5-0-0 13-0-0 17-8-0 23-4-5 29-4-11 35-0-0 5-0-0 8-0-0 4-8-0 5-8-5 6-0-6 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [9:0-2-6,Edge], [12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.14 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.24 12-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 186 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 16=0-8-0, 9=0-8-0 Max Horz 2=162(LC 11) Max Uplift 2=-177(LC 24), 16=-498(LC 12), 9=-417(LC 12) Max Grav 2=17(LC 21), 16=1832(LC 17), 9=1259(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-311/952, 3-4=-1278/566, 4-5=-1137/551, 5-6=-1620/766, 6-8=-1868/771, 8-9=-2444/817 BOT CHORD 2-16=-824/364, 14-16=-213/647, 13-14=-432/1485, 12-13=-356/1292, 11-12=-647/1923, 9-11=-650/2158 WEBS 3-16=-2026/831, 3-14=-128/726, 4-14=-43/288, 5-14=-571/207, 5-13=-420/263, 6-13=-260/596, 6-12=-236/762, 8-12=-529/308, 8-11=-4/345 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior(1) 16-0-0 to 19-10-0, Exterior(2R) 19-10-0 to 22-10-0, Interior(1) 22-10-0 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 This item has been 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. electronically signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = I O.Opsf. document 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 2, 498 lb uplift at are not considered joint 16 and 417 lb uplift at joint 9. signed and sealed and the 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any signature must be verified particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642146 WS0027 T13 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:47 2021 Page 1 ID:JbsSUYEphaZuYTshvwE3BRyhOBX-kel m6zTpat?tbU_OSFKNYh6KeDU9tBgNvzx4Riyyu3k 20-0-0 r1-0-q 7-4-11 15-0-0 19-8-0 19-1p-0 27-7-6 35-0 02 $6-04 1-0-0 7-0-11 7-7-5 4-8-0 0- - 7-7-6 7-4-10 1-0-0 0-2-0 Scale = 1:64.8 5.00 12 4x8 = 4x6 = D 19 20 6 ST1.5x8 STP — 16 1O 14 13 11 11 ST1.5x8 STP — 4x4 = 2x4 11 4x6 = 3x4 = 3x8 = 4x6 = 2x4 II 7 4-11 15-0-0 19-8-0 20rQ 0 27-7-6 35-0-0 7-4-11 7-7-5 4-8-0 0-4-0 7-7-6 7-4-10 Plate Offsets (X,Y)-- [5:0-54,0-2-0] 4x4 = Ia 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.17 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.37 14-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 173 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 8-13 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=-2686/1052, 3-5=-1940/845, 5-6=-1719/842, 6-8=-1941/845, 8-9=-2686/1052 BOT CHORD 2-16=-880/2398, 14-16=-880/2398, 13-14=-553/1718, 11-13=-884/2398, 9-11=-884/2398 WEBS 3-16=0/327, 3-14=-751/354, 5-14=-95/441, 8-11=0/327, 6-13=-104/442, 8-13=-751/354 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 23-0-0, Interior(1) 23-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf 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 483 lb uplift at joint 2 and 483 lb uplift at joint 9. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642147 WS0027 T14 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:48 2021 Page 1 ID:JbsSUYEphoZuYTshvwE3BRyhOBX-Cgs8JJURLA7jDeZa?yrc5ufaCdrCcYYW8dgd_9yyu3j 18-0-0 r1-0-Oi 6-1-3 12-3-13 17-0-0 17-6.0 1 22-8-3 28-10-13 35-0-0 86-0-q 1-0-0 6-1-3 6-2-10 4-8-3 -6-0 4-8-3 6-2-10 6-1-3 0-6-0 Scale = 1:64.8 dI 0 3x6 11 3x6 = 5.00 12 3x6 = 6 7 8 21 4x4 — 3x4 = 4x6 = 3x8 — 4x6 = 3x4 = 4x4 — 18-0-0 8-9-9 17-0-0 0 17-6 26-2-7 35-0-0 8-9-9 8-2-7 OL6- 8-2-7 8-9-9 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4],[8:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.26 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.45 14-16 >909 180 BCLL 0.0 * Rep Stress Incr YES WB 0.70 Horz(CT) 0.12 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 171 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-10-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-180(LC 10) Max Uplift 2=-483(LC 12), 12=-483(LC 12) Max Grav 2=1492(LC 17), 12=1492(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2945/999, 3-5=-2734/929, 5-6=-1883/734, 6-7=-1696/704, 7-8=-1696/704, 8-9=-1883/734, 9-11=-2735/929, 11-12=-2946/999 BOT CHORD 2-18=-832/2789, 16-18=-608/2218, 14-16=-618/2123, 12-14=-842/2654 WEBS 3-18=-297/215, 5-18=-113/637, 5-16=-689/320, 9-16=-689/320, 9-14=-113/637, 11-14=-297/215, 7-16=-381/1191 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 18-0-0, Exterior(2R) 18-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 12. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642148 WS0027 T14A Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:50 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-9D vk_VhtoNRSyjz7Nu4AJkuHRWi4Onpbx9k2lyyu3h i1-0-Q 4-10-13 11-3 4 17-0-0 18-0-Q 20-8-0 23-5-6 27-1-12 , 29-1-10 , 35-0-0 36-0-p h-0- 4-10-13 6-4-7 5-8-12 -0- 3-8-5 1-11-14 5-10-6 -0- 5.00 12 4x4 = 4x4 6 7 Scale = 1:66.0 ST1.5x8 STP = " 20 19 15 14 ST1.5x8 STP = 4x4 = 3x4 = 5x6 = 2x4 11 2x4 11 4x12 = 7-2-10 11-3-4 17-0-0 20-8-0 27-1-12 35-0-0 7-2-10 4-0-10 5-8-12 3-8-0 6-5-12 7-10-4 Plate Offsets (X,Y)-- [14:0-5-0,0-2-0], [16:0-5-8,0-3-8], [18:0-5-8,0-3-4], [20:0-2-12,0-3-0] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 2=0-8-0 Max Horz 2=180(LC 11) Max Uplift 12=-483(LC 12), 2=-483(LC 12) Max Grav 12=1342(LC 1), 2=1342(LC 1) 4x4 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.58 Vert(LL) -0.23 18 >999 240 MT20 244/190 BC 0.80 Vert(CT) -0.45 19-20 >925 180 WB 0.91 Horz(CT) 0.19 12 n/a n/a Matrix-SH Weight: 209 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-12 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2704/1019, 3-5=-2509/955, 5-6=-2365/917, 6-7=-2145/886, 7-8=-2341/939, 8-10=-2988/1112, 10-11=-2507/957, 11-12=-2664/980 BOT CHORD 12-14=-823/2378, 17-18=-573/2140, 16-17=-823/2711, 2-21=-861/2436, 20-21=-643/2034 WEBS 5-21=-110/351, 6-18=-244/741, 8-16=-215/749, 5-20=-608/258, 18-20=-678/2144, 10-14=-499/219, 14-16=-789/2396, 10-16=-63/436, 7-17=-336/814, 8-17=-983/431 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 18-0-0, Exterior(2R) 18-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf 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 483 lb uplift at joint 12 and 483 lb uplift at joint 2. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642149 WS0027 T15 Hip 10 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:51 2021 Page 1 I D:JbsSUYEphoZuYTshvwE3BRyhOBX-dPYHxKWJe5V14519h5PJjXH5Rgtvpt8ygbvHaUyyu3g 18-0-0 r1-0-0 12-3-13 V-0-0 17-6i-6-b0 22-8-3 28-10-13 35-0.0 66-0-q 1-0-0 6-1-3 6-2-10 4-8-3 4-8-3 6-2-10 6-1-3 0-6-0 Scale = 1:62.4 4x4 — 5.00 12 Ia 0 ST1.5x8 STP — v Io `. 14 — " " ST1.5x8 STP — 4x4 = 3x4 = 4x6 = 3xB — 4x6 = 3x4 = 4x4 — 18-0-0 8-9-9 17-)0 17-6�0 26-2-7 35A-0 8-9-9 8-2-7 -6- 8-2-7 8-9-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.26 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.45 12-14 >914 180 BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 172 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-185(LC 10) Max Uplift 2=-483(LC 12), 10=-483(LC 12) Max Grav 2=1490(LC 17), 10=1490(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2940/1003, 3-5=-2730/934, 5-6=-1881/747, 6-7=-1881/747, 7-9=-2731/934, 9-10=-2940/1003 BOT CHORD 2-16=-839/2787, 14-16=-619/2220, 12-14=-623/2126, 10-12=-844/2649 WEBS 3-16=-295/212, 5-16=-110/634, 5-14=-699/323, 7-14=-699/323, 7-12=-110/634, 9-12=-295/212, 6-14=-388/1205 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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.Opsf 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 = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 10. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642150 WS0027 T16 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:52 2021 Page 1 I D:JbsSUYEphoZuYTshvwE3BRyhOBX-5b6f9gXxPPd9iFtLEowYFkpBNECKYR362Fer7wyyu3f 1-0-Q 7 4-11 15-0-0 20-0-0 27-7-5 35-0-0 $6-0-Q i-0- 7-4-11 7-7-5 5-0-0 7-7-5 7-4-11 1-0-0 5.00 12 4x8 = 5 19 4x6 = 20 6 Scale = 1:64.8 ST1.5x8 STP = 16 1. 14 13 11 11 ST1.5x8 STP = 4x4 = 2x4 11 4x6 = 3x4 = 3x8 = 4x6 = 2x4 II 7-4-11 15-0-0 20-0-0 27-7-5 35-0-0 7-4-11 7-7-5 5-0-0 7-7-5 7-4-11 Plate Offsets (X,Y)-- [5:0-54,0-2-0] 4x4 = Ia 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.17 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.37 14-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 173 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 8-13 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=160(LC 11) 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=-2686/1019, 3-5=-1940/809, 5-6=-1719/804, 6-8=-1941/809, 8-9=-2686/1019 BOT CHORD 2-16=-844/2398, 14-16=-844/2398, 13-14=-516/1718, 11-13=-854/2398, 9-11=-854/2398 WEBS 3-16=0/327, 3-14=-751/356, 5-14=-96/441, 6-13=-103/442, 8-13=-751/356, 8-11=0/327 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 20-0-0, Exterior(2R) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf 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 483 lb uplift at joint 2 and 483 lb uplift at joint 9. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642151 WS0027 T17 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:53 2021 Page 1 ID:JbsSUYEphaZuYTshvwE3BRyhOBX-Zog1MOYaAjIOJPSYoVRnoyMLHeUGHr?FHuOOfMyyu3e 11-0-Q 7-7-12 13-0-0 17-6-0 22-0-0 27-4 4 35-0-0 16-0-Q OO 7-7-12 5-4 4 4-6-0 4-6-0 5 4-4 7-7-12 -04 dI 0 Scale: 3/16"=l' 4x4 = 3x4 = 4x4 — 4 18 5 19 6 Iq 0 ST1.5x8 STP = 15 13 — 12 " 10 ST1.5x8 STP = 4x4 — 2x4 II 4x6 = 3x8 — 3x8 — 4x6 = 2x4 11 7-7-12i 13-0-0 22-0-0 27-4-4 35-0-0 7-7-12 5 4 4 9-0-0 5-4-4 7-7-12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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=1490(LC 17), 8=1490(LC 18) 4x4 — CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.85 Vert(LL) -0.35 12-13 >999 240 MT20 244/190 BC 1.00 Vert(CT) -0.62 12-13 >664 180 WB 0.50 Horz(CT) 0.14 8 n/a n/a Matrix-SH Weight: 173 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2916/1008, 3-4=-2307/862, 4-5=-2102/837, 5-6=-2102/837, 6-7=-2307/862, 7-8=-2916/1008 BOT CHORD 2-15=-826/2709, 13-15=-826/2709, 12-13=-654/2209, 10-12=-837/2605, 8-10=-837/2605 WEBS 3-15=0/252, 3-13=-654/290, 4-13=-178/682, 5-13=-293/119, 5-12=-293/119, 6-12=-178/682, 7-12=-655/290, 7-10=0/252 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-6-0, Interior(1) 17-6-0 to 22-0-0, Exterior(2R) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 8. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642152 WS0027 T18 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:55 2021 Page 1 I D:J bsS UYEphcZuYTshvwE3B Ryh OBX-VAn oniZq h K?kZj cwwwU FtN RIOS Ekl pYYI CtV kFyyu3c 11-0-Q 11-0-0 17-6-0 24-0-0 28-5-11 35-0-0 16-0-Q 4-0- 6-6-5 4-5-11 6-6-0 6-6-0 4-5-11 6-6-5 -04 Scale: 3/16"=l' 4x8 = 2x4 11 4x8 = i 18 19 0 20 21 6 ST1.5x8 STP = 16 15 - 13 .111 10 ST1.5x8 STP — 4x4 = 2x4 3x6 = 3x4 — 3x8 = 3x4 = 2x4 11 3x6 — 6-6-5 11-0-0 17-6-0 24-0-0 28-5-11 35-0-0 6-6-5 4-5-11 6-6-0 6-6-0 4-5-11 6-6-5 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0],[6:0-5-4,0-2-0] 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.20 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.38 13-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. WEBS 2x4 SP No.3 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=-2681/1020, 3-4=-2249/910, 4-5=-2410/1014, 5-6=-2410/1014, 6-7=-2249/910, 7-8=-2681/1020 BOT CHORD 2-16=-847/2391, 15-16=-847/2391, 13-15=-653/2037, 11-13=-662/2037, 10-11=-857/2391, 8-10=-857/2391 WEBS 3-15=-434/229, 4-15=-86/369, 4-13=-183/574, 5-13=-401/247, 6-13=-183/574, 6-11=-86/369, 7-11=-434/229 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 24-0-0, Exterior(2R) 24-0-0 to 28-5-11, Interior(1) 28-5-11 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf 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 483 lb uplift at joint 2 and 483 lb uplift at joint 8. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642153 WS0027 T19 Hip 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:56 2021 Page 1 ID:JbsSUYEphoZuYTshvwE3BRyhOBX-zMLA?2aSSe7bAtA6Te?UQa_rWrXwUCthzsc2Ghyyu3b 11-0-Q 5-8-11 9-0-0 13-4-12 21-7-4 26-0-0 29-3-5 35-0-0 $6-0-Q OO 5-8-11 3-3-5 4-4-12 8-2-8 4-4-12 3-3-5 5-8-11 -0- 4x4 = 5.00 12 3x4 = 5 19 3x6 = 3x4 = 6 207 4x4 = 8 Scale: 3/16"=l' ST1.5x8 STP = 16 15 14 13 12 ST1.5x8 STP = 4x4 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 9-0-0 17-6-0 26-0-0 35-0-0 9-0-0 8-6-0 8-6-0 9-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=100(LC 11) Max Uplift 2=-483(LC 12), 10=-483(LC 12) Max Grav 2=1342(LC 1), 10=1342(LC 1) 4x4 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.92 Vert(LL) -0.24 14 >999 240 MT20 244/190 BC 0.94 Vert(CT) -0.47 14-16 >881 180 WB 0.49 Horz(CT) 0.14 10 n/a n/a Matrix-SH Weight: 164 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1035, 3-4=-2418/938, 4-5=-2219/899, 5-7=-2828/1106, 7-8=-2219/899, 8-9=-2418/938, 9-10=-2646/1035 BOT CHORD 2-16=-865/2377, 14-16=-957/2743, 12-14=-950/2743, 10-12=-875/2377 WEBS 4-16=-266/781, 5-16=-772/331, 7-12=-772/331, 8-12=-266/781 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-4-12, Interior(1) 13-4-12 to 26-0-0, Exterior(2R) 26-0-0 to 30-2-15, Interior(1) 30-2-15 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf 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 483 lb uplift at joint 2 and 483 lb uplift at joint 10. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642154 WS0027 T20 HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, I-O-L1-0-Q 7--0-00-0 , 14-0-9 7 7-0-9 5x8 = 5.00 12 2x4 11 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:57 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-RZvYCOb4DxGSo01J1LWjyoXOPFtJDcnrCWMco7yyu3a 20-11-7 28-0-0 35-0-0 16-0-Q 6-10-13 7-0-9 7-0-0 1 -0- 3x6 = 3x4 = 5x8 — Scale: 3/16"=l' ST1.5x8 STP = 15 14 13 12 11 10 ST1.5x8 STP — 3x6 = 2x4 11 4x6 = 5x8 = 3x8 = 4x6 = 2x4 11 3x6 = 7-0-0 14-0-9 20-11-7 28-0-0 35-0-0 7-0-0 7-0-9 6-10-13 7-0-9 7-0-0 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [7:0-5-12,0-2-8], [12:0-3-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.41 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.77 12-13 >533 180 BCLL 0.0 * Rep Stress Incr NO WB 0.70 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 314 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-5,5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing, Except: BOT CHORD 2x4 SP No.1 7-9-2 oc bracing: 12-13. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=80(LC 7) Max Uplift 2=-1078(LC 8), 8=-1078(LC 8) Max Grav 2=3160(LC 1), 8=3160(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7173/2323, 3-4=-9844/3267, 4-6=-9843/3267, 6-7=-9840/3266, 7-8=-7174/2323 BOT CHORD 2-15=-2032/6494, 13-15=-2039/6527, 12-13=-3129/9839, 10-12=-2039/6528, 8-10=-2032/6495 WEBS 3-15=-135/670, 3-13=-1184/3696, 4-13=-990/410, 6-12=-1010/410, 7-12=-1183/3690, 7-10=-136/672 NOTES- (11) 1) 2-ply truss to be connected together with I Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. This Item has been 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. electronically signed and 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber sealed by Velez, Joaquin, PE DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. document are not Considered 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signature must be verified will fit between the bottom chord and any other members. On any electronic 1C nic copies. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1078 lb uplift at joint 2 and 1078 lb uplift Velez PE No11 .68182 at joint 8. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 65 lb up at MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 7-0-0, and 199 lb down and 65 lb up at 28-0-0 on top chord, and 375 lb down and 123 lb up at 7-0-0, and 375 lb down and 123 lb Date: up at 28-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any July 12,2021 is the resDonsibilitv of the buildina desi ner Der ANSI TPI 1 as referenced bv the buildin code." A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ��" 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642154 WS0027 T20 HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:57 2021 Page 2 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-RZvYCOb4DxGSoOIJ1LWjyoXOPFtJDcnrCWMco7yyu3a LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-134(F=-80), 7-9=-54, 2-15=-20, 10-15=-59(F=-39), 8-10=-20 Concentrated Loads (lb) Vert: 3=-199(F) 7=-199(F) 15=-375(F) 10=-375(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642155 WS0027 Vol Valley 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, a a 0 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:58 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-wlTwPjci_FOJQAKVb31 yV?31 ufNwyD?_RA59Kayyu3Z 4-6-3 2x4 � 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-5-9, 3=4-5-9 Max Horz 1=74(LC 9) Max Uplift 1=-42(LC 12), 3=-46(LC 12) Max Grav 1=134(LC 1), 3=135(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.2 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf 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 42 lb uplift at joint 1 and 46 lb uplift at joint 3. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642156 WS0027 V02 Valley 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, a a 0 2x4 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:59 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-Ox1 Id3cKIZWA1 Kvh9mYB2DcYo3nXhgF8fgritOyyu3Y 2-6-3 2-6-3 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-5-9, 3=2-5-9 Max Horz 1=33(LC 9) Max Uplift 1=-19(LC 12), 3=-21(LC 12) Max Grav 1=60(LC 1), 3=60(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1.5"=1, PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20% Structural wood sheathing directly applied or 2-6-3 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf 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 19 lb uplift at joint 1 and 21 lb uplift at joint 3. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642157 WS0027 V03 Valley 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 5-0-0 5-0-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:52:59 2021 Page 1 ID:JbsSUYEphcZuYTshvwE3BRyhOBX-Ox1 Id3cKIZWA1 Kvh9mYB2DcQ13iuhgF8fgritOyyu3Y 2x4 � 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD 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. Scale = 1:13.1 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf 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 47 lb uplift at joint 1 and 52 lb uplift at joint 3. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2865295 T24642158 WS0027 VO4 Valley 1 1 Job Reference (optional) Builders FirstSource (Tampa, FL), Tampa, FL - 33564, 2x4 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jul 12 06:53:00 2021 Page 1 ID:JbsSUYEphoZuYTshvwE3BRyhOBX-s8bhgPdzWselfUUuiU3QaQ9iYT5DQ7VHuUaGPSyyu3X 3-0-0 3-0-0 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-11-6, 3=2-11-6 Max Horz 1=43(LC 9) Max Uplift 1=-24(LC 12), 3=-27(LC 12) Max Grav 1=78(LC 1), 3=78(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.0 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf 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 24 lb uplift at joint 1 and 27 lb uplift at joint 3. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 12,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. 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 MiTek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 CO z' W r m D r yv r cn OD v_' D D .°�. DY D z,<� X m �" m �� 6) � D 0 I I r a n� nOop�Z 3 W m o o pW n O C. 3 a D D 0 p (.: 3 o Kn 3 0 N U1 n 7� O N a SpG�n�M 0 _�-, m ,, o sq Z ('D m o CD-0�t rn a> D_po (� Z gym° o ° L 3 3 0a a CL CD O ° v fl CD c �' : En cQ °' o amp 3 NID D p N �-'30 N (Q � o• ' a v 3' ,��, m r CD o s �. (D < m -' �, ° N A �,,� m o o Z o �o Q3 CD c� o o 03 �.(D 0 h' N m Q< o C) �_ cn CL 3 CL (n cn C C Q n ° 0 3 N m o va �(° o o m 3sCD o o aCD < D 3 C N Q �0 °-0 2; o m 03 m m O N n cn W Q 0, 0 o v s,C0 CD N on � N CD N n 3. N °'= m. 0- v' N O_ '�— SU N (� 3 3 C o 0 N 3 (D 3 (D �. Q 0 3 Q o 3 PH Nmo� v �o v3 QQm Z rn n; v 2 v ' -�,0 Z m Q-0 0 3 ° v 3 60 °' o p c° v i m (n 3 N (D m' (D cn vi _ 3( 9 O Q„° C7o O O CD 0 O (D 3 F ° ° CD 3 O (On < �. (Q In O fl- (D cn CD CD N X. N Z (D ? n o 0 (D 7 O 3 0-0 N 3 (D p 0 (n O p N p 7 O 3 ui p� N (D 3- ?<n. 6 3 (D 3 Q p � .. (Q 3 p (n 3 `G 3 cn N y (n (D m c m m n Z 0 -4 a C- TOP CHORD cx x�0 'c v �3 � ai �� n p 30 mOz 00 c-6 '7 � �. C N (O� M v my mZ---I CD 3 (n -4 Cl) C x v, m y CD ID Q N = m Q(>L cn m com -op 0 mZ xm J °� ° rn o n v m A co07 o Q � cn 0 -4 -4 c� 00 O . < W)TJ m Am Cm co Cr CD (D a) (Q' 0) co CD C U CD IV D !n cn Cl)r- J O W2-7 = N 7 C (D CD Q M IV r O a, CD cn ;a _ _ (D O (n O W CO C Z Z 3 _\\cmnCD N (Qv �Q �00 r 1 Om 7 ''^^' (n 0 o m �m o fN H V/ w�' O O �_ v v o\w (n w WG mm °_= N R x D 3 D N Z 0 -{ ° 7 rf CD 0 CD < ZJ (D -� A rn MW3-6//wmC\1 (a �,OT Os S - DZ0o p < z N m O m N (D a) moO(D m O cn H (n � - - CD CLCD ° m TOP CHORD Or� N O W -A W On A W N O CO OD �I O (P A W N O °� 'd am v o 03 w w-r ° c y d°- m N N Z O ] a (AD p G N N a 0 o O a 0 a j C a v O N N N j S CD O o - N N N N N 2 C 41 Q °- �N o < m _.m w a J m o �a m 3 0 3 a 3 m m °' m ° m d ° o 1 �< �� I m c° o_ C 3'. to a (D p O - 0 0 (D fn J' O N O- O Q to J N J (O 0 N O 3 S J OQ j •-• N 0^ m° 1J mpg J m <O 3 5 mN,° m� 5R o � < Jaa m CDmC 3m �a2� w� CC CD O- (Q 0) C N 3 3 (° J il1 _ _. O _. ° Q a O O- a y (D O ' N N 3 O D) X f/� C N fD Dl rF w J N (D (D O_ O O j 0 J O- (p N D) (D O O- Uj -. X (p S O m (D O- J O O S 41 O p 0 _ ' c �' t0/� a �. J (D O N 0 0 Q N ° N to O- _. a) (D a n (D J C 3 0 O CD O a m O (D fn j N O Y so 03 ° m a� J 00 > J ° y- m 3 �+ a m F cD'< J � m m� cD 3 m o-o m m o m m Q n°-�(a Xv 0 T (D ID (D r. N- O Q N (D N .ON.. N S N Od O 0 N N Q N .J.. N (D �- J o N N S O- 0 3 O- - 0 3 J - N p J O" N^ N J N N �� Q .0 a] J. o `G N N (O N D- ry 0 j (D N n. J C 41 y (n O- C- O cc �- J J^ C N Q 3 (O .N-n n �o �� �m mm� J. a nc =m mQ 3� vv m0 mo �2 v ° am> �°• 0- jo (D O �+' m E � Qu,2 o ON ��� p�0 mm > >� c°w C W -'c m CD o_ m mcn F m' a0, 0 3 Q 0- m m ON a .. ;-° Q mom .° o< o � N J o m m Q m o_ m 7 ID /1� om m� CD c `< 3 m wv w.m O ao ��� -6 _ aN Qom ? (D:2C _ID O \V m� �Er AQ mm3 m (D vm �3 a•CD °:J R mN 30 Dvo F.- mo m�co O O A' k° m <� om m 3 s a� fl- ��' �� oom 2°- mN 50- zN,., d - m mo- a 5 m co m (D o °- J N m m 2 c m �_ a c a m ,� 3 °: m Q y ^ m° *° 3 3 c v ° m N m D N ° o <^ 3 Q N O N N O N J O � O G7 Q < t0 w Z c '2 N J 0 3 O- /D N Q CD N co �' -No m j m y c m (D m o'° a_v d T m m�' r^ m -O O m a (l -° O (/1 (O - J (D J °: "" 4i ii � O J N a. ° ° O O C N Y / N .J+ O tU ?� O 0 {D m O N N .D.1 O O D) .< N << O- J N a) O- .°..' N N (n O N J 3 J N O a) J (D �•< v N O S °- J `G j C lD O_ Q S a °: N j Q a o ° .J-. a S 6 C D7 m ' O_ (D �-�°- m m0 ° �: C7Dx o N N3 vJ QM O o 2 me mQ N(°. cn N —h J N 0 D1 N Q 2 N .°-. O- O a c (D N a (D J 5, (D (D of °m ° �'-No m m m cis+ ro3 3 - mn PCD CD CD m(° 0_ 0 J° a m Q = m s 0 a Ja (° 3' W Irt D Q N TCD 0j ci O D 0 O CD s� Q c0 3 m (D 3 m `G O r� N