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HomeMy WebLinkAboutTruss 12-10-216904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2916227-CROCE - 2916227-CROCE Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 99 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: - Customer Info: CARTERS CONCRETE Project Name: CROCE RESIDENCE Model: CROCE Subdivision: - Address: SLASH PINE TRAIL, - State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: December 10,2021 Lee, Julius 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 (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T26215124 EJ11 Date 12/9/212T26215125EJ1212/9/213T26215126EJ2112/9/214T26215127EJ3112/9/215T26215128EJ3212/9/216T26215129EJ3312/9/217T26215130EJ5112/9/218T26215131EJ5212/9/219T26215132EJ5312/9/2110T26215133EJ5412/9/2111T26215134EJ5512/9/2112T26215135EJ7112/9/2113T26215136EJ7212/9/2114T26215137EJ7312/9/2115T26215138FG112/9/2116T26215139FG212/9/2117T26215140FG312/9/2118T26215141FG512/9/2119T26215142HJ4112/9/2120T26215143HJ9112/9/2121T26215144HJ9212/9/2122T26215145M112/9/21 No.Seal#Truss Name 23 T26215146 M2 Date 12/9/2124T26215147M312/9/2125T26215148M412/9/2126T26215149M512/9/2127T26215150MG112/9/2128T26215151MG212/9/2129T26215152PB112/9/2130T26215153PB212/9/2131T26215154PB312/9/2132T26215155PB412/9/2133T26215156PB512/9/2134T26215157PB612/9/2135T26215158T112/9/2136T26215159T1GE12/9/2137T26215160T212/9/2138T26215161T2GE12/9/2139T26215162T312/9/2140T26215163T412/9/2141T26215164T512/9/2142T26215165T612/9/2143T26215166T712/9/2144T26215167T812/9/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2916227-CROCE - 2916227-CROCE 2 of 2 Site Information: Lot/Block: - Customer Info: CARTERS CONCRETE Project Name: CROCE RESIDENCE Model: CROCE Subdivision: - Address: SLASH PINE TRAIL, - State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T26215168 T9 Date 12/9/2146T26215169T1012/9/2147T26215170T1112/9/2148T26215171T1212/9/2149T26215172T1312/9/2150T26215173T1412/9/2151T26215174T1512/9/2152T26215175T1612/9/2153T26215176T1712/9/2154T26215177T1812/9/2155T26215178T1912/9/2156T26215179T2012/9/2157T26215180T2112/9/2158T26215181T2212/9/2159T26215182T2312/9/2160T26215183T2412/9/2161T26215184T2512/9/2162T26215185T2612/9/2163T26215186T2712/9/2164T26215187T2812/9/2165T26215188T2912/9/2166T26215189T3012/9/2167T26215190T3112/9/2168T26215191T3212/9/2169T26215192T3312/9/2170T26215193T3412/9/2171T26215194T3512/9/2172T26215195T3612/9/2173T26215196T3712/9/2174T26215197T3812/9/2175T26215198T3912/9/2176T26215199T4012/9/2177T26215200T4112/9/2178T26215201T4212/9/2179T26215202T4312/9/2180T26215203T4412/9/2181T26215204T4512/9/2182T26215205T4612/9/2183T26215206T4712/9/2184T26215207T4812/9/2185T26215208T4912/9/2186T26215209V112/9/2187T26215210V212/9/2188T26215211V312/9/2189T26215212V412/9/2190T26215213V512/9/2191T26215214V612/9/2192T26215215V712/9/2193T26215216V812/9/2194T26215217V912/9/2195T26215218V1012/9/2196T26215219V1112/9/2197T26215220V1212/9/2198T26215221V1312/9/2199T26215222V1412/9/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ11 Truss Type Jack-Open Qty 12 Ply 1 2916227-CROCE Job Reference (optional) T26215124 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-gZBFYTpiqT?2DPal8SWUy8eA8fyu_xNBhS5qt_yAktn Scale = 1:9.6 1 2 3 4 2x4 4x4 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-4-30-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-111(LC 1), 2=-381(LC 12) Max Grav 3=188(LC 12), 2=300(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 3 and 381 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ12 Truss Type Jack-Open Qty 4 Ply 1 2916227-CROCE Job Reference (optional) T26215125 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-8lldmpqKbn7vqY9xi91jUMBLu3I7jOdKw6qNPQyAktm Scale = 1:9.6 1 2 3 4 2x4 4x4 1-0-0 1-0-0 1-0-0 1-0-0 0-4-30-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-112(LC 1), 2=-381(LC 12) Max Grav 3=188(LC 12), 2=300(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 3 and 381 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ21 Truss Type Jack-Open Qty 6 Ply 1 2916227-CROCE Job Reference (optional) T26215126 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-cyJ?z9ryM5FmSik7FtYy1ZkdAScBSrtU9maxxsyAktl Scale = 1:9.6 1 3 2 44x4 1-10-4 1-10-4 2-0-0 2-0-0 0-4-31-4-30-4-110-11-81-4-36.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.04 0.00 (loc) 4 3 l/defl >126 >58 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 4=Mechanical Max Horz 2=153(LC 1), 4=-165(LC 17) Max Uplift 2=-72(LC 12) Max Grav 2=162(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-4=-203/274 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 2. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ31 Truss Type JACK-OPEN Qty 10 Ply 1 2916227-CROCE Job Reference (optional) T26215127 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-48sOBUrb7ONd4sJJpa3BZnGfqsxYBI7dNQJUTIyAktk Scale = 1:14.7 1 2 6 7 3 8 4 2x4 3x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.76 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=166(LC 12) Max Uplift 3=-31(LC 9), 2=-344(LC 12), 4=-39(LC 8) Max Grav 3=29(LC 17), 2=307(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-11-4 zone; porch 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3, 344 lb uplift at joint 2 and 39 lb uplift at joint 4. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ32 Truss Type Jack-Open Qty 2 Ply 1 2916227-CROCE Job Reference (optional) T26215128 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-R6gHECvjyx?wAdBHc7fMGq_WZtgjsYMMXh1F9WyAktf Scale = 1:14.7 1 2 6 7 3 4 2x4 3x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-31-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.76 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=166(LC 12) Max Uplift 3=-31(LC 9), 2=-291(LC 12) Max Grav 3=29(LC 17), 2=307(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-11-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 291 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ33 Truss Type Jack-Open Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215129 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-R6gHECvjyx?wAdBHc7fMGq_fmtgjsYMMXh1F9WyAktf Scale: 1"=1' 1 2 5 3 4 2x4 3-0-0 3-0-0 -0-10-8 0-10-8 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-60(LC 12), 2=-137(LC 12) Max Grav 3=72(LC 17), 2=193(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-11-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 137 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ51 Truss Type JACK-OPEN Qty 5 Ply 1 2916227-CROCE Job Reference (optional) T26215130 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-vIEfRYwLjE7nonmTArAbp2WhdHtFb?cWmLmohyyAkte Scale = 1:19.6 1 2 6 7 3 8 9 4 2x4 3x4 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.70 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 0.13 -0.00 (loc) 2-4 2-4 3 l/defl >399 >442 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=222(LC 12) Max Uplift 3=-90(LC 12), 2=-365(LC 12), 4=-69(LC 8) Max Grav 3=121(LC 17), 2=360(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-11-4 zone; porch left 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3, 365 lb uplift at joint 2 and 69 lb uplift at joint 4. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ52 Truss Type Jack-Open Qty 2 Ply 1 2916227-CROCE Job Reference (optional) T26215131 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-NUo1fux_UYGeQxLgjYhqMF3sNhIIKSrf_?WMDOyAktd Scale = 1:19.6 1 2 6 7 3 4 2x4 3x4 5-0-0 5-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=222(LC 12) Max Uplift 3=-90(LC 12), 2=-273(LC 12) Max Grav 3=121(LC 17), 2=360(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-11-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 273 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ53 Truss Type Jack-Open Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215132 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-rgLPsDycEsOV15wsHGC3uTc0E5eX3v5oDfFvlryAktc Scale = 1:17.0 1 4 5 2 3 2x4 5-0-0 5-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.79 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=140(LC 12) Max Uplift 1=-44(LC 12), 2=-143(LC 12) Max Grav 1=184(LC 1), 2=154(LC 17), 3=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 4-11-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 1 and 143 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ54 Truss Type Jack-Open Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215133 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-rgLPsDycEsOV15wsHGC3uTc0E5eX3v5oDfFvlryAktc Scale = 1:17.0 1 4 5 2 3 2x4 5-0-0 5-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.79 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=140(LC 12) Max Uplift 1=-44(LC 12), 2=-143(LC 12) Max Grav 1=184(LC 1), 2=154(LC 17), 3=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 4-11-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 1 and 143 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ55 Truss Type JACK-OPEN Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215134 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-Jtvn3ZyE?9WLfFV2rzjIRg8CsUuyoMLySJ?SIHyAktb Scale = 1:19.6 1 2 6 7 3 8 9 4 2x4 3x4 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.70 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 0.13 -0.00 (loc) 2-4 2-4 3 l/defl >399 >442 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=222(LC 12) Max Uplift 3=-90(LC 12), 2=-365(LC 12), 4=-69(LC 8) Max Grav 3=121(LC 17), 2=360(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-11-4 zone; porch left 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3, 365 lb uplift at joint 2 and 69 lb uplift at joint 4. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ71 Truss Type JACK-OPEN Qty 36 Ply 1 2916227-CROCE Job Reference (optional) T26215135 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-Jtvn3ZyE?9WLfFV2rzjIRg8CGUtyoKWySJ?SIHyAktb Scale = 1:24.3 1 2 3 6 5 8 9 4 10 112x4 3x8 2x4 4x4 7-0-0 7-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 7-0-0 2-0-0 0-4-33-10-30-4-113-5-83-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.76 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 0.26 -0.00 (loc) 2-6 2-6 6 l/defl >268 >298 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=277(LC 12) Max Uplift 4=-19(LC 12), 2=-406(LC 12), 6=-246(LC 12) Max Grav 4=33(LC 17), 2=424(LC 1), 6=227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-369/182 WEBS 3-6=-301/610 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-11-4 zone; porch left 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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 4, 406 lb uplift at joint 2 and 246 lb uplift at joint 6. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ72 Truss Type Jack-Open Qty 3 Ply 1 2916227-CROCE Job Reference (optional) T26215136 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-o3TAHvzsmTeCHP4EPgFXzuhN0uIpXnW5gzk0qjyAkta Scale = 1:24.3 1 2 3 6 5 8 9 4 2x4 3x4 2x4 2x4 7-0-0 7-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 7-0-0 2-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.40 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 -0.00 (loc) 2-6 2-6 6 l/defl >999 >589 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=277(LC 12) Max Uplift 4=-40(LC 12), 2=-277(LC 12), 6=-94(LC 12) Max Grav 4=18(LC 1), 2=424(LC 1), 6=252(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-272/211 WEBS 3-6=-349/449 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-11-4 zone;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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 4, 277 lb uplift at joint 2 and 94 lb uplift at joint 6. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss EJ73 Truss Type Jack-Open Qty 5 Ply 1 2916227-CROCE Job Reference (optional) T26215137 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-GF1YUF_UXnm3uYeRyOmmW5DWAIYkGGrFvdUZMAyAktZ Scale = 1:21.8 1 4 5 2 33x6 7-0-0 7-0-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.23 -0.00 (loc) 1-3 1-3 2 l/defl >431 >364 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=195(LC 12) Max Uplift 1=-73(LC 12), 2=-177(LC 12) Max Grav 1=275(LC 1), 2=208(LC 17), 3=129(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 6-11-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1 and 177 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss FG1 Truss Type Flat Girder Qty 1 Ply 2 2916227-CROCE Job Reference (optional) T26215138 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-gqjg7H0Nqi8el0N0eWJT8krAeViBTPShbbiDzVyAktW Scale = 1:60.5 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 4x12 7x10 5x12 7x10 4x12 5x12 4x6 4x8 3x6 4x6 5x12 5x12 5-1-13 5-1-13 10-1-14 5-0-1 15-1-15 5-0-1 20-2-1 5-0-1 25-2-2 5-0-1 30-2-3 5-0-1 35-4-0 5-1-13 5-1-13 5-1-13 10-1-14 5-0-1 15-1-15 5-0-1 20-2-1 5-0-1 25-2-2 5-0-1 30-2-3 5-0-1 35-4-0 5-1-13 3-10-3Plate Offsets (X,Y)-- [11:0-5-6,0-0-11], [20:0-5-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.24 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.31 -0.06 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 525 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 1-20,10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-7-3 oc bracing. REACTIONS. (size)20=Mechanical, 11=Mechanical Max Uplift 20=-2171(LC 8), 11=-2776(LC 8) Max Grav 20=2959(LC 1), 11=3818(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2809/2182, 1-2=-3754/2873, 2-3=-6189/5097, 3-5=-7413/6298, 5-6=-7413/6298, 6-7=-7465/6386, 7-9=-6308/5374, 9-10=-4063/3275, 10-11=-2899/2348 BOT CHORD 17-19=-2873/3754, 16-17=-5097/6189, 15-16=-6386/7465, 13-15=-5374/6308, 12-13=-3275/4063 WEBS 1-19=-3406/4437, 2-19=-2281/2087, 2-17=-2685/2940, 3-17=-1201/1139, 3-16=-1450/1479, 5-16=-319/285, 6-15=-314/239, 7-15=-1223/1398, 7-13=-1111/970, 9-13=-2534/2710, 9-12=-1908/1777, 10-12=-3859/4747 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2171 lb uplift at joint 20 and 2776 lb uplift at joint 11. Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss FG1 Truss Type Flat Girder Qty 1 Ply 2 2916227-CROCE Job Reference (optional) T26215138 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:33 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-gqjg7H0Nqi8el0N0eWJT8krAeViBTPShbbiDzVyAktW NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 180 lb down and 199 lb up at 1-5-4, 180 lb down and 199 lb up at 3-5-4, 180 lb down and 199 lb up at 5-5-4, 180 lb down and 199 lb up at 7-5-4, 103 lb down and 84 lb up at 9-5-4, 103 lb down and 84 lb up at 11-5-4, 103 lb down and 84 lb up at 13-5-4, 103 lb down and 84 lb up at 15-5-4, 103 lb down and 84 lb up at 17-5-4, 103 lb down and 84 lb up at 19-5-4, 103 lb down and 84 lb up at 21-5-4, 103 lb down and 84 lb up at 23-5-4, 103 lb down and 84 lb up at 25-5-4, 104 lb down and 84 lb up at 27-5-4, and 104 lb down and 84 lb up at 29-5-4, and 180 lb down and 199 lb up at 31-5-4 on top chord, and 89 lb down at 1-5-4, 89 lb down at 3-5-4, 89 lb down at 5-5-4, 89 lb down at 7-5-4, 150 lb down and 212 lb up at 9-5-4, 150 lb down and 212 lb up at 11-5-4, 150 lb down and 212 lb up at 13-5-4, 150 lb down and 212 lb up at 15-5-4, 150 lb down and 212 lb up at 17-5-4, 150 lb down and 212 lb up at 19-5-4, 150 lb down and 212 lb up at 21-5-4, 150 lb down and 212 lb up at 23-5-4, 150 lb down and 212 lb up at 25-5-4, 150 lb down and 212 lb up at 27-5-4, 150 lb down and 212 lb up at 29-5-4, 89 lb down at 31-5-4, and 674 lb down and 381 lb up at 32-8-12, and 552 lb down and 291 lb up at 34-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-10=-60, 11-20=-20 Concentrated Loads (lb) Vert: 18=-66(B) 19=-66(B) 2=-129(B) 16=-150(B) 5=-12(B) 7=-12(B) 13=-150(B) 8=-12(B) 14=-150(B) 21=-129(B) 22=-129(B) 23=-129(B) 24=-12(B) 25=-12(B) 26=-12(B) 28=-12(B) 30=-12(B) 31=-12(B) 32=-12(B) 34=-12(B) 35=-129(B) 36=-66(B) 37=-66(B) 38=-150(B) 39=-150(B) 40=-150(B) 41=-150(B) 42=-150(B) 43=-150(B) 44=-150(B) 45=-150(B) 46=-66(B) 47=-674(B) 48=-552(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss FG2 Truss Type Flat Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215139 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-81G2Kd1?b?GVNAyCBEqigxOGOv_hCuDqqFSnVxyAktV Scale = 1:60.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 3x10 5x6 4x8 5x6 3x10 4x8 4x6 4x4 4x4 4x4 2x4 4x8 4x4 4x6 4x8 4x8 7-1-14 7-1-14 14-1-15 7-0-2 21-2-1 7-0-2 28-2-2 7-0-2 35-4-0 7-1-14 7-1-14 7-1-14 14-1-15 7-0-2 21-2-1 7-0-2 28-2-2 7-0-2 35-4-0 7-1-14 4-10-3LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.48 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.29 0.05 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 264 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-16,8-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpt 1-14, 2-13, 6-11, 8-10 REACTIONS. (size)16=Mechanical, 9=Mechanical Max Uplift 16=-623(LC 12), 9=-623(LC 12) Max Grav 16=1395(LC 1), 9=1395(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1324/1346, 1-2=-1832/1737, 2-3=-2718/2574, 3-5=-2716/2571, 5-6=-2716/2571, 6-8=-1833/1738, 8-9=-1324/1346 BOT CHORD 13-14=-1737/1832, 11-13=-2574/2718, 10-11=-1738/1833 WEBS 1-14=-2009/2120, 2-14=-996/1164, 2-13=-987/1045, 3-13=-415/591, 5-11=-414/590, 6-11=-983/1042, 6-10=-996/1163, 8-10=-2010/2121 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-2-12 to 3-9-15, Exterior(2) 3-9-15 to 31-6-1, Corner(3) 31-6-1 to 35-1-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 623 lb uplift at joint 16 and 623 lb uplift at joint 9. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss FG3 Truss Type Flat Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215140 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-cDqRYz2dMJOM?KXOlxLxD9xLPJFDxL0_3vBK2NyAktU Scale = 1:59.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 3x6 5x6 3x6 5x6 3x6 3x6 4x6 3x4 3x4 3x4 2x4 3x8 3x4 4x6 4x6 3x6 7-1-14 7-1-14 14-1-15 7-0-2 21-2-1 7-0-2 28-2-2 7-0-2 35-4-0 7-1-14 7-1-14 7-1-14 14-1-15 7-0-2 21-2-1 7-0-2 28-2-2 7-0-2 35-4-0 7-1-14 5-10-3Plate Offsets (X,Y)-- [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.78 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.35 0.06 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 224 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-16,8-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. WEBS 1 Row at midpt 1-15, 2-13, 3-12, 6-12, 8-10 REACTIONS. (size)16=Mechanical, 9=Mechanical Max Uplift 16=-623(LC 12), 9=-623(LC 12) Max Grav 16=1554(LC 17), 9=1549(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1445/1355, 1-2=-1634/1381, 2-3=-2418/2042, 3-5=-2406/2041, 5-6=-2406/2041, 6-8=-1629/1381, 8-9=-1441/1354 BOT CHORD 13-15=-1381/1634, 12-13=-2042/2418, 10-12=-1381/1629 WEBS 1-15=-1733/2054, 2-15=-1000/1164, 2-13=-843/1001, 3-13=-415/592, 5-12=-415/592, 6-12=-842/991, 6-10=-999/1163, 8-10=-1733/2048 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-2-12 to 3-9-15, Exterior(2) 3-9-15 to 31-6-1, Corner(3) 31-6-1 to 35-1-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 623 lb uplift at joint 16 and 623 lb uplift at joint 9. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss FG5 Truss Type Flat Girder Qty 1 Ply 2 2916227-CROCE Job Reference (optional) T26215141 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-V_4xNK57QYuoTxr9_nQtN?5DmwlRt8qa_X9YB8yAktQ Scale = 1:60.3 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 3x10 5x8 5x8 5x8 3x10 5x8 4x12 2x4 4x8 2x4 4x8 2x4 4x4 4x4 2x4 4x8 2x4 4x12 4x8 5x8 5-1-13 5-1-13 10-1-14 5-0-1 15-1-15 5-0-1 20-2-1 5-0-1 25-2-2 5-0-1 30-2-3 5-0-1 35-4-0 5-1-13 5-1-13 5-1-13 10-1-14 5-0-1 15-1-15 5-0-1 20-2-1 5-0-1 25-2-2 5-0-1 30-2-3 5-0-1 35-4-0 5-1-13 3-10-3LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.25 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.30 -0.07 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 533 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 1-20,10-11: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-8 oc bracing. REACTIONS. (size)20=0-8-0, 11=Mechanical Max Uplift 20=-3105(LC 8), 11=-2927(LC 8) Max Grav 20=3131(LC 1), 11=3004(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2698/2658, 1-2=-3788/3706, 2-3=-3788/3706, 3-5=-7595/7409, 5-6=-7595/7409, 6-7=-7598/7411, 7-9=-3763/3671, 9-10=-3763/3671, 10-11=-2697/2634 BOT CHORD 17-19=-6172/6324, 16-17=-6172/6324, 15-16=-7411/7598, 13-15=-6166/6320, 12-13=-6166/6320 WEBS 1-19=-4347/4450, 3-19=-3063/2978, 3-17=-565/597, 3-16=-1493/1534, 5-16=-260/247, 6-15=-262/249, 7-15=-1505/1543, 7-13=-581/609, 7-12=-3088/3013, 10-12=-4319/4430 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3105 lb uplift at joint 20 and 2927 lb uplift at joint 11. Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss FG5 Truss Type Flat Girder Qty 1 Ply 2 2916227-CROCE Job Reference (optional) T26215141 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:39 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-V_4xNK57QYuoTxr9_nQtN?5DmwlRt8qa_X9YB8yAktQ NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 40 lb up at 0-11-4, 72 lb down and 41 lb up at 1-11-4, 72 lb down and 41 lb up at 3-11-4, 72 lb down and 41 lb up at 5-11-4, 72 lb down and 41 lb up at 7-11-4, 71 lb down and 41 lb up at 9-11-4, 71 lb down and 41 lb up at 11-11-4, 71 lb down and 41 lb up at 13-11-4, 71 lb down and 41 lb up at 15-11-4, 71 lb down and 41 lb up at 17-11-4, 71 lb down and 41 lb up at 19-11-4, 71 lb down and 41 lb up at 21-11-4, 71 lb down and 41 lb up at 23-11-4, 72 lb down and 41 lb up at 25-11-4, 72 lb down and 41 lb up at 27-11-4, 72 lb down and 41 lb up at 29-11-4, and 72 lb down and 41 lb up at 31-11-4, and 72 lb down and 41 lb up at 33-11-4 on top chord, and 208 lb down and 265 lb up at 0-11-4, 207 lb down and 266 lb up at 1-11-4, 207 lb down and 266 lb up at 3-11-4, 207 lb down and 266 lb up at 5-11-4, 207 lb down and 266 lb up at 7-11-4, 207 lb down and 266 lb up at 9-11-4, 207 lb down and 266 lb up at 11-11-4, 207 lb down and 266 lb up at 13-11-4, 207 lb down and 266 lb up at 15-11-4, 207 lb down and 266 lb up at 17-11-4, 207 lb down and 266 lb up at 19-11-4, 207 lb down and 266 lb up at 21-11-4, 207 lb down and 266 lb up at 23-11-4, 207 lb down and 266 lb up at 25-11-4, 207 lb down and 266 lb up at 27-11-4, 207 lb down and 266 lb up at 29-11-4, and 207 lb down and 266 lb up at 31-11-4, and 207 lb down and 266 lb up at 33-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-10=-60, 11-20=-20 Concentrated Loads (lb) Vert: 4=21(F) 18=-207(F) 3=21(F) 17=-207(F) 6=21(F) 15=-207(F) 9=21(F) 12=-207(F) 8=21(F) 21=20(F) 22=21(F) 23=21(F) 24=21(F) 25=21(F) 27=21(F) 28=21(F) 30=21(F) 32=21(F) 33=21(F) 34=21(F) 35=21(F) 36=21(F) 37=-208(F) 38=-207(F) 39=-207(F) 40=-207(F) 41=-207(F) 42=-207(F) 43=-207(F) 44=-207(F) 45=-207(F) 46=-207(F) 47=-207(F) 48=-207(F) 49=-207(F) 50=-207(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss HJ41 Truss Type Diagonal Hip Girder Qty 3 Ply 1 2916227-CROCE Job Reference (optional) T26215142 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-zBeKbg6mBr0f55PMYUx6wCeKhK6qcmajCBv5jbyAktP Scale = 1:16.8 1 2 3 7 6 8 4 9 55x6 3x4 2x4 3x6 4-1-7 4-1-7 -0-4-3 0-4-3 4-1-7 4-1-7 0-1-71-9-100-11-134.24 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-4-9,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.18 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.03 (loc) 3-5 3-5 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 3=0-10-15. (lb) - Max Horz 3=137(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 3=-515(LC 17), 7=-591(LC 24) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 3=819(LC 24), 7=548(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-548/591 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=515, 7=591. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 lb down and 196 lb up at 1-6-1, and 265 lb down and 196 lb up at 1-6-1 on top chord, and at 1-6-1, and at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 3-5=-20 Concentrated Loads (lb) Vert: 8=131(F=65, B=65) December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss HJ91 Truss Type Diagonal Hip Girder Qty 2 Ply 1 2916227-CROCE Job Reference (optional) T26215143 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-RNCio06Ox99VjF_Y6CSLTQBV8kO7LAnsRreeF1yAktO Scale = 1:26.1 1 2 3 4 6 9 8 7 11 10 12 13 14 5 15 16 175x6 3x4 3x4 2x4 3x4 2x4 3x6 -0-3-12 0-3-12 5-1-3 5-1-3 9-7-4 4-6-0 9-7-13 0-0-9 9-9-5 0-1-8 -2-9-15 2-5-12 -0-4-3 0-4-3 5-1-3 5-1-3 9-9-5 4-8-1 0-1-73-9-100-11-134.24 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.43 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.03 (loc) 8-9 8-9 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 3=0-10-15. (lb) - Max Horz 3=249(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except 3=-276(LC 17), 8=-137(LC 8), 11=-590(LC 24), 5=-134(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5 except 3=993(LC 24), 8=344(LC 28), 11=503(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-882/278 BOT CHORD 3-9=-395/716, 8-9=-395/716 WEBS 4-9=0/259, 4-8=-773/427, 2-11=-503/590 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 3, 137 lb uplift at joint 8, 590 lb uplift at joint 11 and 134 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 lb down and 196 lb up at 1-6-1, 265 lb down and 196 lb up at 1-6-1, 139 lb down and 42 lb up at 4-4-0, and 162 lb down and 174 lb up at 7-1-15, and 146 lb down and 115 lb up at 7-1-15 on top chord, and at 1-6-1, at 1-6-1, 12 lb down at 4-4-0, 12 lb down at 4-4-0, and 36 lb down at 7-1-15, and 36 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-20, 3-7=-20 Concentrated Loads (lb) Vert: 12=131(F=65, B=65) 14=-71(F=-53, B=-18) 17=-36(F=-18, B=-18) December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss HJ92 Truss Type DIAGONAL HIP GIRDER Qty 3 Ply 1 2916227-CROCE Job Reference (optional) T26215144 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-vZl40M70iTHMKOZkfvza?djgA8kP4cX0gVOCnTyAktN Scale = 1:26.1 1 2 3 4 8 7 6 10 9 11 12 5 13 14 155x6 3x4 3x4 2x4 3x4 2x4 3x6 -0-2-15 0-2-15 5-1-3 5-1-3 9-7-9 4-6-6 9-7-13 0-0-4 9-9-5 0-1-8 -2-9-15 2-5-12 -0-4-3 0-4-3 5-1-3 5-1-3 9-9-5 4-8-2 0-1-73-9-100-11-134.24 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.43 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.06 -0.03 (loc) 7-8 7-8 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 3=0-10-15. (lb) - Max Horz 3=248(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 5=-113(LC 8), 3=-278(LC 17), 7=-252(LC 8), 10=-551(LC 24) Max Grav All reactions 250 lb or less at joint(s) 5 except 3=867(LC 24), 7=318(LC 28), 10=502(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-800/411 BOT CHORD 3-8=-518/654, 7-8=-518/654 WEBS 4-8=-78/259, 4-7=-706/559, 2-10=-502/551 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 278 lb uplift at joint 3, 252 lb uplift at joint 7 and 551 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 lb down and 196 lb up at 1-6-1, 265 lb down and 196 lb up at 1-6-1, and 146 lb down and 115 lb up at 7-1-15, and 146 lb down and 115 lb up at 7-1-15 on top chord, and at 1-6-1, at 1-6-1, 12 lb down at 4-4-0, 12 lb down at 4-4-0, and 36 lb down and 92 lb up at 7-1-15, and 36 lb down and 92 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 3-6=-20 Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss HJ92 Truss Type DIAGONAL HIP GIRDER Qty 3 Ply 1 2916227-CROCE Job Reference (optional) T26215144 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:42 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-vZl40M70iTHMKOZkfvza?djgA8kP4cX0gVOCnTyAktN LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=131(F=65, B=65) 12=-36(F=-18, B=-18) 15=-36(F=-18, B=-18) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss M1 Truss Type Jack-Open Qty 6 Ply 1 2916227-CROCE Job Reference (optional) T26215145 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-NlJSDi8eTmPDyY8xDdVpYrGmmX99p839u97lKvyAktM Scale = 1:14.7 1 2 6 7 3 4 2x4 3x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-31-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.76 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=166(LC 12) Max Uplift 3=-31(LC 9), 2=-291(LC 12) Max Grav 3=29(LC 17), 2=307(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-11-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 291 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss M2 Truss Type MONOPITCH Qty 6 Ply 1 2916227-CROCE Job Reference (optional) T26215146 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-NlJSDi8eTmPDyY8xDdVpYrGkgXykp839u97lKvyAktM Scale = 1:26.2 1 2 3 4 6 7 8 92x4 4x6 3x6 4x4 7-4-0 7-4-0 -2-0-0 2-0-0 7-4-0 7-4-0 0-4-34-0-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.93 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 0.29 -0.00 (loc) 2-4 2-4 4 l/defl >244 >273 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)4=0-8-0, 2=0-8-0 Max Horz 2=280(LC 12) Max Uplift 4=-270(LC 12), 2=-413(LC 12) Max Grav 4=244(LC 1), 2=432(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-229/367 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-0-6 zone; porch 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 270 lb uplift at joint 4 and 413 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss M3 Truss Type MONOPITCH Qty 12 Ply 1 2916227-CROCE Job Reference (optional) T26215147 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-rytqQ29GE4X4aij7nK0242puTxJpYQVJ7ptJsMyAktL Scale = 1:45.6 1 2 3 4 5 7 6 9 10 11 12 3x4 4x4 6x8 4x4 3x4 2x4 2x4 7-5-8 7-5-8 14-8-0 7-2-8 -2-0-0 2-0-0 7-5-8 7-5-8 14-8-0 7-2-8 0-4-37-8-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.88 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 0.24 -0.03 (loc) 2-7 2-7 6 l/defl >609 >697 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-10 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=484(LC 12) Max Uplift 6=-618(LC 12), 2=-621(LC 12) Max Grav 6=550(LC 1), 2=713(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-778/1230, 5-6=-194/267 BOT CHORD 2-7=-1535/607, 6-7=-1535/607 WEBS 3-7=-840/320, 3-6=-667/1688 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 14-4-6 zone; porch 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 618 lb uplift at joint 6 and 621 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss M4 Truss Type Monopitch Girder Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215148 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-K8RDeNAu?OfxBsIJL2XHdGLEmLpKH2YSMTcsOoyAktK Scale: 1"=1' 1 2 34 3x4 2x4 2x4 3-0-0 3-0-0 3-0-0 3-0-0 0-4-31-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=77(LC 12) Max Uplift 1=-60(LC 12), 3=-113(LC 12) Max Grav 1=210(LC 1), 3=246(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 1 and 113 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 255 lb down and 93 lb up at 1-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-255(F) December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss M5 Truss Type MONOPITCH Qty 7 Ply 1 2916227-CROCE Job Reference (optional) T26215149 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-K8RDeNAu?OfxBsIJL2XHdGL7gLl8HzjSMTcsOoyAktK Scale = 1:33.6 1 2 3 4 6 5 8 9 10 11 2x4 3x4 6x8 4x4 3x4 2x4 5-5-8 5-5-8 10-8-0 5-2-8 -2-0-0 2-0-0 5-5-8 5-5-8 10-8-0 5-2-8 0-4-35-8-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.43 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 0.06 -0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=373(LC 12) Max Uplift 5=-432(LC 12), 2=-504(LC 12) Max Grav 5=385(LC 1), 2=558(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/882 BOT CHORD 2-6=-1140/398, 5-6=-1140/398 WEBS 3-6=-606/222, 3-5=-438/1255 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 10-4-6 zone; porch 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 5 and 504 lb uplift at joint 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss MG1 Truss Type MONOPITCH GIRDER Qty 2 Ply 2 2916227-CROCE Job Reference (optional) T26215150 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-GXZz33B9X?vfRASiSSZlihRXA9PVltRlpn5zThyAktI Scale = 1:33.6 1 2 3 4 6 5 8 9 10 11 12 2x4 3x4 6x8 4x4 4x4 3x8 5-5-8 5-5-8 10-8-0 5-2-8 -2-0-0 2-0-0 5-5-8 5-5-8 10-8-0 5-2-8 0-4-35-8-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-4-6,0-1-9], [5:0-4-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.56 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.06 -0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=375(LC 8) Max Uplift 5=-1906(LC 8), 2=-1823(LC 8) Max Grav 5=1892(LC 1), 2=1876(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2475/2230 BOT CHORD 2-6=-2185/2152, 5-6=-2185/2152 WEBS 3-6=-1959/1888, 3-5=-2369/2406 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1906 lb uplift at joint 5 and 1823 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 593 lb down and 602 lb up at 2-0-12, 593 lb down and 602 lb up at 4-0-12, 593 lb down and 602 lb up at 6-0-12, and 593 lb down and 602 lb up at 7-6-12, and 455 lb down and 434 lb up at 9-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss MG1 Truss Type MONOPITCH GIRDER Qty 2 Ply 2 2916227-CROCE Job Reference (optional) T26215150 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:47 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-GXZz33B9X?vfRASiSSZlihRXA9PVltRlpn5zThyAktI LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=-593(B) 9=-593(B) 10=-593(B) 11=-593(B) 12=-455(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss MG2 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 2916227-CROCE Job Reference (optional) T26215151 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-kj7LGPCnIJ1W2J1u0A4_FuzcaYknULDu2QrW?7yAktH Scale = 1:33.6 1 2 3 4 6 5 8 9 10 2x4 3x4 6x8 3x4 3x4 2x4 5-5-8 5-5-8 10-8-0 5-2-8 -2-0-0 2-0-0 5-5-8 5-5-8 10-8-0 5-2-8 0-4-35-8-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-1-4,Edge], [5:0-4-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.62 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.07 -0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=375(LC 8) Max Uplift 5=-1880(LC 8), 2=-1046(LC 8) Max Grav 5=1796(LC 1), 2=1081(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1862/1655, 3-4=-366/322, 4-5=-302/309 BOT CHORD 2-6=-1683/1608, 5-6=-1683/1608 WEBS 3-6=-989/896, 3-5=-1676/1755 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1880 lb uplift at joint 5 and 1046 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 553 lb down and 660 lb up at 7-6-12 on top chord, and 952 lb down and 984 lb up at 7-0-12, and 430 lb down and 449 lb up at 9-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss MG2 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 2916227-CROCE Job Reference (optional) T26215151 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:48 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-kj7LGPCnIJ1W2J1u0A4_FuzcaYknULDu2QrW?7yAktH LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=-553(B) 9=-952(F) 10=-430(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss PB1 Truss Type Piggyback Qty 2 Ply 1 2916227-CROCE Job Reference (optional) T26215152 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-CvgjUlDP3c9NgTb4atbDn6Wx7yCZDrL2H4a4XZyAktG Scale = 1:29.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 6x8 6x8 3x4 3x4 3x8 3x8 3x8 17-4-0 17-4-0 5-4-0 5-4-0 17-4-0 12-0-0 0-4-30-10-60-1-100-4-30-1-100-10-66.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-15], [7:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.12 0.08 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-4-14. (lb) - Max Horz 2=30(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 14, 10 except 12=-131(LC 8), 13=-171(LC 8), 11=-171(LC 9) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 14, 10 except 12=258(LC 1), 13=285(LC 22), 11=285(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-217/260, 6-11=-217/260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 2-0-0, Exterior(2R) 2-0-0 to 6-2-15, Interior(1) 6-2-15 to 15-4-0, Exterior(2E) 15-4-0 to 16-11-5 zone;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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 14, 10 except (jt=lb) 12=131, 13=171, 11=171. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss PB2 Truss Type Piggyback Qty 2 Ply 1 2916227-CROCE Job Reference (optional) T26215153 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-g6E6h5D1qwHEIdAH7b7SKJ26wMXiyIGBVkKd3?yAktF Scale = 1:29.4 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 17-4-0 17-4-0 17-4-0 17-4-0 0-4-31-10-60-1-100-4-30-1-101-10-66.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.12 0.15 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-14. (lb) - Max Horz 2=66(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-113(LC 12), 6=-113(LC 12), 10=-109(LC 12), 8=-109(LC 12), 9=-220(LC 9) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 10=297(LC 17), 8=296(LC 1), 9=418(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-326/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 4-0-0, Exterior(2R) 4-0-0 to 8-2-15, Interior(1) 8-2-15 to 13-4-0, Exterior(2E) 13-4-0 to 16-11-5 zone;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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 2, 113 lb uplift at joint 6, 109 lb uplift at joint 10, 109 lb uplift at joint 8 and 220 lb uplift at joint 9. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss PB3 Truss Type Piggyback Qty 2 Ply 1 2916227-CROCE Job Reference (optional) T26215154 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-8IoUuREfbDP5vnlThIehsXbHrmuMhlmLkO3AcSyAktE Scale = 1:29.4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 4x4 4x4 3x4 3x4 17-4-0 17-4-0 17-4-0 17-4-0 0-4-32-10-60-1-100-4-30-1-102-10-66.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.11 0.05 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-14. (lb) - Max Horz 2=-103(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 11 except 12=-132(LC 9), 14=-141(LC 12), 10=-141(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 11 except 14=252(LC 17), 10=252(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-14=-188/277, 7-10=-188/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 3-6-0, Interior(1) 3-6-0 to 6-0-0, Exterior(2R) 6-0-0 to 10-2-15, Interior(1) 10-2-15 to 11-4-0, Exterior(2R) 11-4-0 to 15-6-15, Interior(1) 15-6-15 to 16-11-5 zone;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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 11 except (jt=lb) 12=132, 14=141, 10=141. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss PB4 Truss Type Piggyback Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215155 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-cUMs6nFHMXXyXxKfF09wPk8QtADiQCeUz2pk8uyAktD Scale = 1:29.4 1 2 3 4 5 6 7 8 12 11 10 9 13 14 4x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-4-0 17-4-0 17-4-0 17-4-0 0-4-33-10-60-1-100-4-30-1-103-10-66.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.11 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 8 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-14. (lb) - Max Horz 2=140(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 7, 10, 11 except 9=-205(LC 12), 12=-205(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 7, 10, 11 except 9=359(LC 18), 12=359(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-272/355, 3-12=-273/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 8-0-0, Exterior(2E) 8-0-0 to 9-4-0, Exterior(2R) 9-4-0 to 13-4-0, Interior(1) 13-4-0 to 16-11-5 zone;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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7, 10, 11 except (jt=lb) 9=205, 12=205. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss PB5 Truss Type Piggyback Qty 2 Ply 1 2916227-CROCE Job Reference (optional) T26215156 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-5hwEJ6Gv7rfo95vspjg9yyga3ZZq9fOdCiYHgKyAktC Scale = 1:29.3 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-4-0 17-4-0 8-8-0 8-8-0 17-4-0 8-8-0 0-4-34-2-60-1-100-4-30-1-106.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.12 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-14. (lb) - Max Horz 2=-152(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 except 10=-223(LC 12), 8=-223(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=266(LC 1), 10=390(LC 17), 8=390(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-295/416, 5-8=-294/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 8-8-0, Exterior(2R) 8-8-0 to 11-8-0, Interior(1) 11-8-0 to 16-11-5 zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9 except (jt=lb) 10=223, 8=223. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss PB6 Truss Type Piggyback Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215157 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-ZtUcXSGYu8nfmEU2MQBOU9Dnrzusu68nQMIrCnyAktB Scale = 1:29.4 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 4x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 17-4-0 17-4-0 17-4-0 17-4-0 0-4-33-8-00-1-100-4-30-1-103-8-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.13 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 8 8 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-4-14. (lb) - Max Horz 2=-133(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 10 except 2=-108(LC 12), 7=-108(LC 12), 12=-208(LC 12), 9=-208(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 7, 11, 10 except 12=368(LC 17), 9=368(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-264/355, 6-9=-264/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-11 to 3-4-11, Interior(1) 3-4-11 to 7-7-4, Exterior(2E) 7-7-4 to 9-8-12, Exterior(2R) 9-8-12 to 13-11-11, Interior(1) 13-11-11 to 16-11-5 zone;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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 10 except (jt=lb) 2=108, 7=108, 12=208, 9=208. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T1 Truss Type Roof Special Girder Qty 1 Ply 3 2916227-CROCE Job Reference (optional) T26215158 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-VGcNy8IoPm1N0YeRUrEsZaI6AnS_MrA4ugnxHfyAkt9 Scale = 1:58.5 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 2x4 6x12 MT20HS 10x12 4x12 4x8 7x14 MT20HS4x6 2x4 5x12 2x4 3x6 10x12 4x6 10x12 6x8 2x4 10x12 6x8 6x8 3-1-4 3-1-4 5-8-0 2-6-12 9-8-0 4-0-0 13-8-0 4-0-0 17-7-12 3-11-12 21-7-8 3-11-12 26-4-0 4-8-8 31-4-0 5-0-0 -2-0-0 2-0-0 3-1-4 3-1-4 5-8-0 2-6-12 9-8-0 4-0-0 13-8-0 4-0-0 17-7-12 3-11-12 21-7-8 3-11-12 26-4-0 4-8-8 31-4-0 5-0-0 0-4-33-2-37-1-156.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-4-5,0-1-9], [4:0-5-8,0-3-8], [7:0-1-8,0-1-8], [8:0-5-4,0-3-0], [12:0-6-0,0-6-0], [14:0-3-8,0-5-12], [15:0-3-8,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.67 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.53 0.08 (loc) 15-16 15-16 11 l/defl >857 >695 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 902 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 10-11: 2x8 SP 2400F 2.0E, 4-18,6-18,8-12,10-12: 2x6 SP No.2 7-15,8-14,9-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-8-0, 2=0-8-0 Max Horz 2=465(LC 21) Max Uplift 11=-5247(LC 8), 2=-3298(LC 8) Max Grav 11=11242(LC 2), 2=5916(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11895/6392, 3-4=-12123/6529, 4-5=-18701/10236, 5-6=-18700/10234, 6-7=-18986/10162, 7-8=-12043/6033, 8-9=-7211/3433, 9-10=-7210/3433, 10-11=-10184/4899 BOT CHORD 2-19=-5959/10464, 18-19=-6131/10895, 16-18=-14610/26035, 15-16=-14523/25915, 14-15=-9285/16997, 12-14=-5578/10989 WEBS 3-19=-376/493, 4-18=-5207/9397, 5-18=-352/257, 6-18=-8783/4974, 6-16=-1625/2161, 6-15=-10696/6283, 7-15=-5900/10271, 7-14=-9799/5741, 8-14=-5441/10302, 8-12=-6665/3698, 9-12=-312/359, 10-12=-5831/12225 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=5247, 2=3298.Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T1 Truss Type Roof Special Girder Qty 1 Ply 3 2916227-CROCE Job Reference (optional) T26215158 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:56 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-VGcNy8IoPm1N0YeRUrEsZaI6AnS_MrA4ugnxHfyAkt9 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3798 lb down and 2796 lb up at 15-1-8, 1375 lb down and 643 lb up at 17-0-12, 1509 lb down and 643 lb up at 19-0-12, 1574 lb down and 659 lb up at 21-0-12, 1759 lb down and 654 lb up at 23-0-12, 1766 lb down and 652 lb up at 25-0-12, and 1782 lb down and 653 lb up at 27-0-12, and 1770 lb down and 653 lb up at 29-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-8=-60, 8-10=-60, 2-11=-20 Concentrated Loads (lb) Vert: 24=-3798(F) 25=-1375(F) 26=-1375(F) 27=-1382(F) 28=-1491(F) 29=-1489(F) 30=-1487(F) 31=-1487(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T1GE Truss Type GABLE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215159 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-VX7oWyVSP_BzY9Ri_w1rmAVv5dMqriraopPLMAyAksu Scale = 1:56.5 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 272829 30 33 34 35 46 36 40 38 39 37 41 42 43 44 45 51 52 53 54 3x6 5x8 4x6 5x8 3x6 3x8 3x6 3x6 3x10 3x4 3x6 3x6 3x4 5x8 5x8 5x6 5x6 5x6 5x6 3x6 3x6 3x6 3x6 3x6 3x10 6-2-0 4-4-01-4-33-1-03-1-0 3-1-0 3-1-0 6-2-0 3-1-0 9-3-0 3-1-0 12-4-0 3-1-0 -2-0-12 1-9-4 -0-3-8 0-3-8 3-1-0 3-1-0 6-2-0 3-1-0 9-3-0 3-1-0 12-4-0 3-1-0 12-7-8 0-3-8 14-4-12 1-9-4 5-0-118-5-35-0-116.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-4,0-2-8], [12:0-2-4,0-2-8], [13:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.23 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.01 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 194 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-26,12-14,10-17,4-23,37-38,39-40: 2x6 SP No.2 2-23,12-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 1-31,13-32: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 27, 29, 35 REACTIONS.All bearings 12-4-0. (lb) - Max Horz 26=-487(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 21, 20, 19, 18, 24 except 26=-342(LC 29), 14=-337(LC 30), 25=-210(LC 12), 15=-188(LC 12), 17=-361(LC 29), 23=-470(LC 11), 16=-128(LC 11) Max Grav All reactions 250 lb or less at joint(s) 15, 22, 21, 20, 19, 18, 24, 16 except 26=418(LC 18), 14=402(LC 17), 25=253(LC 37), 17=460(LC 11), 23=580(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-380/695, 4-5=-217/368, 5-6=-198/402, 6-7=-218/474, 7-8=-218/474, 8-9=-198/402, 9-10=-217/366, 12-14=-354/653 BOT CHORD 25-26=-511/505, 24-25=-511/505, 23-24=-511/505, 22-23=-276/388, 21-22=-276/388, 20-21=-276/388, 19-20=-276/388, 18-19=-276/388, 17-18=-276/388 WEBS 17-40=-248/335, 38-40=-260/351, 10-38=-227/266, 23-39=-248/345, 37-39=-260/363, 4-37=-227/273, 2-33=-278/373, 30-33=-338/469, 23-30=-374/508, 17-46=-332/451, 36-46=-300/416, 12-36=-245/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-12 to 0-11-4, Exterior(2N) 0-11-4 to 6-2-0, Corner(3R) 6-2-0 to 9-2-0, Exterior(2N) 9-2-0 to 14-4-12 zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T1GE Truss Type GABLE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215159 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:14 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-zjhAjIW4AIJqAJ0uXdY4IN24r1i3a95j1T8uvcyAkst NOTES- 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 20, 19, 18, 24 except (jt=lb) 26=342, 14=337, 25=210, 15=188, 17=361, 23=470, 16=128. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 141 lb down and 88 lb up at 0-9-12, 137 lb down and 92 lb up at 2-9-12, 137 lb down and 92 lb up at 4-9-12, 137 lb down and 92 lb up at 6-9-12, and 137 lb down and 92 lb up at 8-9-12, and 137 lb down and 92 lb up at 10-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-12=-60, 12-13=-60, 14-26=-20 Concentrated Loads (lb) Vert: 25=-141(F) 23=-137(F) 21=-137(F) 18=-137(F) 53=-137(F) 54=-137(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T2 Truss Type Hip Girder Qty 1 Ply 2 2916227-CROCE Job Reference (optional) T26215160 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-RvFYxeXjxbRhoTb45L3JrbbCdR?6JY2tF7uSR3yAkss Scale = 1:25.5 1 2 3 4 5 6 10 9 8 71112131415 16 17 6x8 8x10 6x8 4x8 2x4 10x12 7x8 5x12 3x8 3x6 5-1-0 5-1-0 6-1-12 1-0-12 9-6-4 3-4-8 10-7-0 1-0-12 15-8-0 5-1-0 5-1-0 5-1-0 6-1-12 1-0-12 9-6-4 3-4-8 10-7-0 1-0-12 15-8-0 5-1-0 0-4-32-10-110-4-32-10-116.00 12 Plate Offsets (X,Y)-- [1:0-3-11,Edge], [2:0-1-12,Edge], [4:0-4-0,0-1-12], [5:0-5-4,0-2-8], [6:0-4-5,0-1-9], [8:0-3-0,0-2-4], [9:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.43 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.21 0.04 (loc) 9 9 6 l/defl >999 >870 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-5: 2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x6 SP No.2 *Except* 3-9,4-8: 2x8 SP 2400F 2.0E, 4-8: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 6=0-8-0 Max Horz 1=-88(LC 6) Max Uplift 1=-3492(LC 8), 6=-2098(LC 8) Max Grav 1=6935(LC 1), 6=4316(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12585/6416, 2-3=-12648/6549, 3-4=-12655/6553, 4-5=-9814/4999, 5-6=-8452/4174 BOT CHORD 1-10=-5653/11199, 9-10=-5577/11033, 8-9=-4806/9703, 7-8=-3671/7510, 6-7=-3647/7490 WEBS 3-9=-185/254, 4-8=-2753/1542, 2-10=-795/1896, 2-9=-2154/4070, 4-9=-2104/3752, 5-7=-284/304, 5-8=-2481/4712 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=3492, 6=2098. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 973 lb down and 430 lb up at 1-4-12, 973 lb down and 430 lb up at 3-4-12, 973 lb down and 430 lb up at 5-4-12, 6338 lb down and 3473 lb up at 6-1-12, 255 lb down and 93 lb up at 7-9-4, 255 lb down and 93 lb up at 9-9-4, and 255 lb down and 93 lb up at 11-9-4, and 255 lb down and 93 lb up at 13-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T2 Truss Type Hip Girder Qty 1 Ply 2 2916227-CROCE Job Reference (optional) T26215160 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:15 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-RvFYxeXjxbRhoTb45L3JrbbCdR?6JY2tF7uSR3yAkss LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 9=-6338(F) 11=-898(F) 12=-898(F) 13=-898(F) 14=-255(F) 15=-255(F) 16=-255(F) 17=-255(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T2GE Truss Type GABLE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215161 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-5Dz5SlgE6Hx_EJVOosH7K75LVH7T70ke0?o4sMyAksg Scale = 1:43.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 38 39 4x4 3x4 4x4 3x4 23-4-0 23-4-0 -2-0-0 2-0-0 11-8-0 11-8-0 23-4-0 11-8-0 25-4-0 2-0-0 0-4-36-2-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [19:0-2-2,0-1-0], [24:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.27 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 19 19 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 1-36,19-37: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-4-0. (lb) - Max Horz 2=250(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 35, 27, 26, 25, 23, 22, 20 except 2=-266(LC 12), 34=-119(LC 12), 21=-119(LC 12), 18=-266(LC 12) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 23, 22, 21, 20 except 2=268(LC 1), 18=268(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-88/268, 8-9=-110/334, 9-10=-128/382, 10-11=-128/382, 11-12=-110/334, 12-13=-87/268 BOT CHORD 2-35=-66/253, 34-35=-66/253, 33-34=-66/253, 32-33=-66/253, 31-32=-66/253, 30-31=-66/253, 29-30=-66/253, 28-29=-66/253, 27-28=-66/253, 26-27=-66/253, 25-26=-66/253, 23-25=-66/253, 22-23=-66/253, 21-22=-66/253, 20-21=-66/253, 18-20=-66/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -2-0-0 to 1-0-0, Exterior(2N) 1-0-0 to 11-8-0, Corner(3R) 11-8-0 to 14-8-0, Exterior(2N) 14-8-0 to 25-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33, 35, 27, 26, 25, 23, 22, 20 except (jt=lb) 2=266, 34=119, 21=119, 18=266. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T3 Truss Type Roof Special Girder Qty 1 Ply 3 2916227-CROCE Job Reference (optional) T26215162 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-ZQXTf4httb3rsT4aMZoMsKdYmgSasH8nFfXeOoyAksf Scale = 1:43.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 4x12 6x8 5x8 5x8 7x8 8x10 8x10 2x4 10x12 2x4 8x12 3x6 3x8 3x6 7x8 5x8 4-9-12 4-9-12 9-7-8 4-9-12 14-6-4 4-10-12 17-4-8 2-10-4 20-2-8 2-10-0 23-4-0 3-1-8 4-9-12 4-9-12 9-7-8 4-9-12 11-8-0 2-0-8 14-6-4 2-10-4 17-4-8 2-10-4 20-2-8 2-10-0 22-8-8 2-6-0 23-4-0 0-7-8 5-1-153-3-156-2-32-8-115-1-156.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-12], [6:0-5-4,0-3-8], [9:0-5-8,0-2-14], [13:0-5-8,0-6-0], [14:0-3-8,0-5-4], [15:0-4-8,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.34 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.19 0.03 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 701 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 6-8: 2x8 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-16,8-9: 2x8 SP 2400F 2.0E, 1-15,8-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-8-0, 9=Mechanical Max Horz 16=-106(LC 8) Max Uplift 16=-3807(LC 8), 9=-3433(LC 8) Max Grav 16=9557(LC 2), 9=6539(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-8396/3458, 1-2=-8240/3345, 2-3=-8240/3345, 3-4=-12963/5772, 4-5=-12966/6605, 5-6=-13171/6616, 6-7=-6763/3560, 7-8=-6761/3559, 8-9=-6434/3403 BOT CHORD 14-15=-5092/11717, 13-14=-4306/9378, 11-13=-6630/12532, 10-11=-6668/12568, 9-10=-153/291 WEBS 1-15=-4682/11514, 2-15=-320/301, 3-15=-4845/2567, 3-14=-2146/756, 4-14=-2249/6643, 4-13=-3396/5625, 5-13=-325/414, 6-13=-1385/1090, 6-11=-783/695, 8-10=-4731/8988, 6-10=-8085/4329 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=3807, 9=3433. Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T3 Truss Type Roof Special Girder Qty 1 Ply 3 2916227-CROCE Job Reference (optional) T26215162 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:28 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-ZQXTf4httb3rsT4aMZoMsKdYmgSasH8nFfXeOoyAksf NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1887 lb down and 600 lb up at 2-3-4, 1901 lb down and 601 lb up at 4-3-4, 1935 lb down and 596 lb up at 6-3-4, 1891 lb down and 601 lb up at 8-3-4, 1560 lb down and 632 lb up at 10-3-4, 1513 lb down and 643 lb up at 12-3-4, and 1375 lb down and 643 lb up at 14-3-4, and 2939 lb down and 2191 lb up at 16-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 6-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 13=-1375(F) 19=-1579(F) 20=-1578(F) 21=-1586(F) 22=-1582(F) 23=-1382(F) 24=-1375(F) 25=-2939(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T4 Truss Type Hip Girder Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215163 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-kXidzrpmHzSHg9QhVNVxpfaJ_66dxP1PnsijHgyAksU Scale = 1:37.8 1 2 3 4 5 6 7 8 11 10 9 13 14 15 16 2x4 4x4 4x4 4x4 4x4 3x4 3x8 2x4 3x8 2x4 3x4 3-9-4 3-9-4 7-0-0 3-2-12 10-0-0 3-0-0 13-0-0 3-0-0 16-2-12 3-2-12 20-0-0 3-9-4 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 10-0-0 3-0-0 13-0-0 3-0-0 16-2-12 3-2-12 20-0-0 3-9-4 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.76 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 0.28 -0.06 (loc) 9-11 9-11 8 l/defl >660 >823 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-13 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=159(LC 7) Max Uplift 8=-1086(LC 8), 2=-1270(LC 8) Max Grav 8=1368(LC 1), 2=1511(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2486/2053, 3-4=-2361/2071, 4-5=-2114/1928, 5-6=-2157/1986, 6-7=-2422/2142, 7-8=-2563/2162 BOT CHORD 2-11=-1696/2110, 9-11=-1822/2210, 8-9=-1814/2193 WEBS 3-11=-294/212, 4-11=-723/823, 6-9=-713/810, 7-9=-343/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1086, 2=1270. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 91 lb up at 7-0-0, 103 lb down and 84 lb up at 9-0-12, and 108 lb down and 84 lb up at 10-11-4, and 185 lb down and 248 lb up at 13-0-0 on top chord, and 400 lb down and 487 lb up at 7-0-0, 150 lb down and 212 lb up at 9-0-12, and 150 lb down and 212 lb up at 10-11-4 , and 400 lb down and 487 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-8=-60, 2-8=-20 Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T4 Truss Type Hip Girder Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215163 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:39 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-kXidzrpmHzSHg9QhVNVxpfaJ_66dxP1PnsijHgyAksU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-12(B) 6=-56(B) 11=-400(B) 9=-400(B) 13=-12(B) 14=-12(B) 15=-150(B) 16=-150(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T5 Truss Type Hip Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215164 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-OrQ9UyzISfza6?L?CvjlIA4P1yDUlt7AXkcMizyAksI Scale = 1:38.5 1 2 3 4 5 6 7 10 9 8 12 13 14 2x4 4x4 4x4 3x4 4x4 4x6 3x4 2x4 3x4 2x4 9-0-0 9-0-0 11-0-0 2-0-0 20-0-0 9-0-0 -2-0-0 2-0-0 4-9-4 4-9-4 9-0-0 4-2-12 11-0-0 2-0-0 15-2-12 4-2-12 20-0-0 4-9-4 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [7:0-1-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.69 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.31 0.03 (loc) 2-10 7-8 7 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=196(LC 11) Max Uplift 7=-333(LC 12), 2=-533(LC 12) Max Grav 7=765(LC 1), 2=922(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1256/795, 3-4=-983/622, 4-5=-828/629, 5-6=-987/646, 6-7=-1275/810 BOT CHORD 2-10=-628/1065, 8-10=-334/828, 7-8=-616/1093 WEBS 3-10=-321/333, 4-10=-63/271, 5-8=-134/282, 6-8=-363/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-4-11, Interior(1) 15-4-11 to 19-8-0 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=333, 2=533. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T6 Truss Type Hip Girder Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215165 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-s1_YiIzwDz5Rk9wBmcE_rOdcnLdaUKUJmOLvFPyAksH Scale = 1:33.2 1 2 3 4 5 6 7 10 9 8 12 13 14 2x4 4x8 4x4 3x4 3x4 3x4 3x4 2x4 3x8 2x4 3-9-4 3-9-4 7-0-0 3-2-12 10-0-0 3-0-0 13-2-12 3-2-12 17-0-0 3-9-4 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 10-0-0 3-0-0 13-2-12 3-2-12 17-0-0 3-9-4 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-10,0-1-8], [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.44 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.04 (loc) 8-10 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=159(LC 7) Max Uplift 7=-411(LC 8), 2=-614(LC 8) Max Grav 7=892(LC 31), 2=1038(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1589/699, 3-4=-1537/649, 4-5=-1390/651, 5-6=-1543/681, 6-7=-1609/770 BOT CHORD 2-10=-525/1486, 8-10=-430/1451, 7-8=-612/1385 WEBS 3-10=-251/235, 4-10=-281/573, 5-8=-256/557, 6-8=-300/310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=411, 2=614. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 95 lb up at 7-0-0, and 116 lb down and 88 lb up at 8-6-0, and 158 lb down and 207 lb up at 10-0-0 on top chord, and 448 lb down and 399 lb up at 7-0-0, and 65 lb down and 34 lb up at 8-6-0, and 448 lb down and 399 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 2-7=-20 Concentrated Loads (lb) Vert: 4=-5(F) 5=-23(F) 10=138(F) 8=138(F) 13=-5(F) December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T7 Truss Type Roof Special Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215166 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-oQ6I7z?AlaL9zT3at1GSwpirD9Dky1AcDiq0JIyAksF Scale = 1:58.5 1 2 3 4 5 6 7 8 14 13 12 11 10 9 16 17 18 19 20 21 22 23 2x4 4x6 4x6 3x6 3x4 3x4 3x4 3x4 3x4 4x8 2x4 4x8 3x6 3x4 7-2-8 7-2-8 15-2-8 8-0-0 20-4-0 5-1-8 25-8-4 5-4-4 31-4-0 5-7-12 -2-0-0 2-0-0 7-2-8 7-2-8 11-2-8 4-0-0 15-2-8 4-0-0 20-4-0 5-1-8 25-8-4 5-4-4 31-4-0 5-7-12 0-4-33-11-76-6-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-10,0-1-8], [6:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.78 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.32 0.09 (loc) 13 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)9=0-8-0, 2=0-8-0 Max Horz 2=429(LC 12) Max Uplift 9=-577(LC 12), 2=-698(LC 12) Max Grav 9=1226(LC 1), 2=1376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2166/1056, 3-4=-1848/1052, 4-5=-2592/1339, 5-6=-1605/832, 6-7=-914/528, 7-8=-914/529, 8-9=-1174/737 BOT CHORD 2-14=-1231/1822, 13-14=-1459/2336, 11-13=-1530/2596, 10-11=-846/1398 WEBS 3-14=-182/641, 5-11=-1484/844, 6-11=-439/945, 6-10=-743/486, 7-10=-357/311, 8-10=-790/1367, 4-13=-90/352, 4-14=-674/385 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-1-10, Interior(1) 1-1-10 to 7-2-8, Exterior(2R) 7-2-8 to 10-4-2, Interior(1) 10-4-2 to 20-4-0, Exterior(2R) 20-4-0 to 23-5-10, Interior(1) 23-5-10 to 31-1-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=577, 2=698. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T8 Truss Type Roof Special Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215167 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-GcggKJ0oWuT?bcemRknhS0F5yZYqhVTlSMaZrkyAksE Scale = 1:58.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 18 19 20 21 22 23 24 2x4 4x4 4x8 3x6 4x4 4x4 3x8 2x4 3x4 3x4 3x4 4x4 2x4 4x8 3x6 3x4 8-2-8 8-2-8 16-2-8 8-0-0 19-4-0 3-1-8 25-2-4 5-10-4 31-4-0 6-1-12 -2-0-0 2-0-0 4-4-8 4-4-8 8-2-8 3-10-0 12-2-8 4-0-0 16-2-8 4-0-0 19-4-0 3-1-8 25-2-4 5-10-4 31-4-0 6-1-12 0-4-34-5-76-0-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-1-8,Edge], [7:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.79 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.30 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 195 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. WEBS 1 Row at midpt 9-11 REACTIONS. (size)10=0-8-0, 2=0-8-0 Max Horz 2=401(LC 12) Max Uplift 10=-571(LC 12), 2=-703(LC 12) Max Grav 10=1226(LC 1), 2=1376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2201/1178, 3-4=-2001/1055, 4-5=-1762/1022, 5-6=-2275/1237, 6-7=-1764/974, 7-8=-1071/615, 8-9=-1071/615, 9-10=-1171/733 BOT CHORD 2-16=-1358/1878, 14-16=-1348/2139, 13-14=-1367/2276, 11-13=-946/1572 WEBS 4-16=-237/642, 5-16=-554/344, 6-13=-1179/702, 7-13=-516/1000, 7-11=-700/462, 8-11=-400/344, 9-11=-839/1462 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-1-10, Interior(1) 1-1-10 to 8-2-8, Exterior(2R) 8-2-8 to 11-4-2, Interior(1) 11-4-2 to 19-4-0, Exterior(2R) 19-4-0 to 22-5-10, Interior(1) 22-5-10 to 31-1-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=571, 2=703. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T9 Truss Type Roof Special Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215168 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-loE2Yf1RHCbsDmDz?SIw?EnFuzxTQ?0vh0J6OByAksD Scale = 1:58.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 17 18 19 20 21 22 2x4 4x4 4x12 3x4 3x6 3x6 3x4 3x4 3x4 2x4 3x8 3x4 3x4 2x4 5x8 5-3-4 5-3-4 10-8-0 5-4-12 17-7-4 6-11-4 24-4-12 6-9-8 31-4-0 6-11-4 -2-0-0 2-0-0 5-3-4 5-3-4 10-0-0 4-8-12 10-8-0 0-8-0 17-7-4 6-11-4 24-4-12 6-9-8 31-4-0 6-11-4 0-4-35-0-35-4-35-0-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.64 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.28 0.08 (loc) 12 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 1 Row at midpt 6-11, 9-11 REACTIONS. (size)10=0-8-0, 2=0-8-0 Max Horz 2=345(LC 12) Max Uplift 10=-562(LC 12), 2=-713(LC 12) Max Grav 10=1226(LC 1), 2=1376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2228/1098, 3-4=-1863/987, 4-5=-1953/1124, 5-6=-2031/1092, 6-8=-1425/747, 8-9=-1425/747, 9-10=-1162/685 BOT CHORD 2-15=-1188/1895, 14-15=-1188/1895, 12-14=-1039/1798, 11-12=-1092/2031 WEBS 3-14=-382/273, 4-14=-717/1468, 5-14=-1182/651, 5-12=-173/383, 6-11=-737/421, 8-11=-419/345, 9-11=-889/1701 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-1-10, Interior(1) 1-1-10 to 10-0-0, Exterior(2E) 10-0-0 to 10-8-0, Interior(1) 10-8-0 to 31-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=562, 2=713. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T10 Truss Type Roof Special Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215169 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:13:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-vqHVaAKgihQyt0M?9_nZBDwXR_TuZAIWae0bu_yAkt6 Scale = 1:58.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 17 18 19 20 21 2x4 4x6 4x4 3x4 3x8 3x6 3x4 4x4 3x4 2x4 5x8 3x8 2x4 2x4 5x8 6-7-4 6-7-4 12-8-0 6-0-12 18-9-8 6-1-8 21-10-4 3-0-12 24-11-0 3-0-12 31-4-0 6-5-0 -2-0-0 2-0-0 5-3-4 5-3-4 10-0-0 4-8-12 12-8-0 2-8-0 18-9-8 6-1-8 24-11-0 6-1-8 31-4-0 6-5-0 0-4-34-0-35-4-34-0-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.65 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.35 0.09 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. REACTIONS. (size)10=0-8-0, 2=0-8-0 Max Horz 2=289(LC 12) Max Uplift 10=-554(LC 12), 2=-720(LC 12) Max Grav 10=1226(LC 1), 2=1376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2225/1133, 3-4=-2084/1152, 4-5=-2837/1566, 5-6=-2452/1329, 6-7=-1693/872, 7-9=-1693/872, 9-10=-1165/672 BOT CHORD 2-15=-1163/1894, 14-15=-915/1601, 12-14=-1307/2493, 11-12=-1307/2493 WEBS 3-15=-247/276, 4-15=-211/417, 4-14=-920/1867, 5-14=-1485/878, 7-11=-382/315, 9-11=-990/1928, 6-11=-936/510 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-1-10, Interior(1) 1-1-10 to 10-0-0, Exterior(2E) 10-0-0 to 12-8-0, Interior(1) 12-8-0 to 31-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=554, 2=720. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T11 Truss Type Roof Special Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215170 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-N1runWLIT_YpV9xCjhIokQTivOraIj7fpIl9QQyAkt5 Scale = 1:39.0 1 2 3 4 5 6 10 9 8 7 12 13 14 15 16 2x4 4x4 4x6 3x6 3x4 3x4 3x4 2x4 3x10 3x6 7-7-4 7-7-4 14-8-0 7-0-12 20-0-0 5-4-0 -2-0-0 2-0-0 5-3-4 5-3-4 10-0-0 4-8-12 14-8-0 4-8-0 20-0-0 5-4-0 0-4-33-0-35-4-33-0-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.56 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.14 0.02 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-5 oc bracing. REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=234(LC 12) Max Uplift 7=-345(LC 12), 2=-525(LC 12) Max Grav 7=769(LC 1), 2=926(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1276/826, 3-4=-1073/754, 4-5=-1317/955, 5-6=-1078/728, 6-7=-724/550 BOT CHORD 2-10=-835/1063, 8-10=-512/741 WEBS 3-10=-286/350, 4-10=-197/415, 4-8=-395/571, 5-8=-849/719, 6-8=-790/1180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 19-9-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=345, 2=525. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T12 Truss Type Half Hip Girder Qty 1 Ply 2 2916227-CROCE Job Reference (optional) T26215171 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-KPzeCBNZ?coXkT5aq6KGprY28CY_mWwyGcEGVJyAkt3 Scale = 1:43.9 1 2 3 4 5 6 7 12 11 10 9 8 14 15 16 17 18 3x4 6x8 3x8 5x8 6x8 3x4 3x6 10x12 5x8 10x12 6x8 2x4 4-11-5 4-11-5 9-4-3 4-4-13 13-9-0 4-4-13 17-0-0 3-3-0 -2-0-0 2-0-0 4-11-5 4-11-5 9-4-3 4-4-13 13-9-0 4-4-13 17-0-0 3-3-0 0-4-37-2-116.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-5-5,0-2-1], [6:0-4-0,0-1-15], [8:0-5-12,0-1-8], [9:0-6-0,0-6-4], [11:0-3-8,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.50 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.19 0.03 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 315 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 7-8: 2x8 SP 2400F 2.0E, 5-11: 2x4 SP No.2, 7-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=468(LC 25) Max Uplift 8=-3400(LC 8), 2=-2836(LC 8) Max Grav 8=6615(LC 2), 2=4235(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8543/5637, 3-5=-6951/4203, 5-6=-2891/1422, 6-7=-2573/1333, 7-8=-6101/3179 BOT CHORD 2-12=-5309/7543, 11-12=-5309/7543, 9-11=-3937/6182 WEBS 3-12=-1295/1294, 3-11=-1544/1556, 5-11=-3647/5359, 5-9=-5310/3703, 6-9=-657/1169, 7-9=-3349/6470 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=3400, 2=2836. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2984 lb down and 2947 lb up at 7-1-8, 1562 lb down and 650 lb up at 9-0-12, 1562 lb down and 653 lb up at 11-0-12, and 1838 lb down and 635 lb up at 13-0-12, and 1843 lb down and 642 lb up at 15-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T12 Truss Type Half Hip Girder Qty 1 Ply 2 2916227-CROCE Job Reference (optional) T26215171 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:02 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-KPzeCBNZ?coXkT5aq6KGprY28CY_mWwyGcEGVJyAkt3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 6-7=-60, 2-8=-20 Concentrated Loads (lb) Vert: 11=-1497(B) 15=-2984(B) 16=-1497(B) 17=-1542(B) 18=-1543(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T13 Truss Type Half Hip Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215172 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-ocX0QXNBmvwOMdgnOpsVM358hbr5Vyc6VG_p1lyAkt2 Scale = 1:61.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 5x8 3x6 4x6 3x6 3x6 3x6 4x4 4x4 3x4 3x4 3x4 2x4 3x8 3x4 4x6 4x6 3x6 3x6 3-0-0 3-0-0 9-6-10 6-6-10 15-11-9 6-4-14 22-4-7 6-4-14 28-9-6 6-4-14 35-4-0 6-6-10 3-0-0 3-0-0 9-6-10 6-6-10 15-11-9 6-4-14 22-4-7 6-4-14 28-9-6 6-4-14 35-4-0 6-6-10 5-4-36-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.70 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.28 0.06 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 242 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 1 Row at midpt 9-10, 4-13, 9-11 REACTIONS. (size)10=Mechanical, 18=Mechanical Max Horz 18=80(LC 12) Max Uplift 10=-639(LC 12), 18=-612(LC 12) Max Grav 10=1620(LC 17), 18=1636(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-819/382, 2-3=-1757/827, 3-4=-2180/973, 4-6=-2030/892, 6-7=-2030/892, 7-9=-1337/580, 9-10=-1493/744, 1-18=-1615/731 BOT CHORD 16-17=-385/701, 14-16=-827/1757, 13-14=-973/2180, 11-13=-580/1337 WEBS 2-17=-963/557, 2-16=-625/1509, 3-16=-802/508, 3-14=-230/619, 4-14=-257/229, 6-13=-377/301, 7-13=-450/991, 7-11=-1065/658, 9-11=-818/1890, 1-17=-579/1375 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-0-0, Exterior(2R) 3-0-0 to 7-11-15, Interior(1) 7-11-15 to 35-2-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=639, 18=612. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T14 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215173 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-Go4OdtOpXD2FznFzyXNkuGeP3?9SET5FkwjMZCyAkt1 Scale = 1:60.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 2122 23 24 25 26 27 28 29 30 31 32 33 4x8 5x8 3x6 5x6 2x4 3x8 5x8 5x8 5x6 2x4 4x4 2x4 7x8 4x8 4x4 2x4 5x8 5x8 5x8 4x8 2x4 6x8 5-0-0 5-0-0 8-0-12 3-0-12 16-4-4 8-3-8 22-4-3 5-11-15 25-8-6 3-4-3 28-4-1 2-7-11 35-4-0 6-11-15 5-0-0 5-0-0 8-0-12 3-0-12 12-2-8 4-1-12 16-4-4 4-1-12 22-4-3 5-11-15 28-4-1 5-11-15 34-4-0 5-11-15 35-4-0 1-0-0 5-4-37-10-37-4-37-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8], [9:0-3-0,0-2-0], [11:0-3-12,0-4-4], [20:0-2-8,0-2-0], [21:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.76 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.17 -0.30 0.05 -0.07 (loc) 15-16 15-16 11 15-16 l/defl >999 >999 n/a 1452 L/d 240 180 n/a 360 PLATES MT20 Weight: 331 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 14-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 20-21,1-19,10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-9 oc bracing. WEBS 1 Row at midpt 9-12, 9-11, 7-12, 18-20, 13-21 JOINTS 1 Brace at Jt(s): 22 REACTIONS. (size)19=Mechanical, 11=Mechanical Max Horz 19=111(LC 12) Max Uplift 19=-580(LC 12), 11=-633(LC 12) Max Grav 19=2005(LC 18), 11=1826(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1360/517, 3-4=-1504/613, 4-5=-1504/613, 5-7=-2576/844, 7-8=-1400/570, 8-9=-1400/570, 1-19=-1897/730 BOT CHORD 16-18=-866/2353, 15-16=-866/2376, 13-15=-868/2380, 12-13=-795/2125 WEBS 2-18=-333/1196, 16-20=0/679, 3-20=-729/397, 15-21=0/466, 20-22=-2488/895, 21-22=-105/287, 1-18=-502/1607, 7-13=-46/489, 8-12=-386/336, 9-12=-726/1926, 9-11=-1599/792, 7-12=-1167/429, 18-20=-2687/823, 2-20=-1532/647, 13-21=-359/110, 7-21=-47/500, 4-22=-390/260, 3-22=-635/1710, 5-22=-1186/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 5-0-0, Exterior(2R) 5-0-0 to 9-11-15, Interior(1) 9-11-15 to 34-4-0, Exterior(2E) 34-4-0 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psf) on member(s). 20-22, 21-22 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=580, 11=633. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 46 lb up at 12-0-0, and 122 lb down and 46 lb up at 14-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T14 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215173 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:04 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-Go4OdtOpXD2FznFzyXNkuGeP3?9SET5FkwjMZCyAkt1 NOTES- 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-9=-60, 9-10=-60, 16-19=-20, 15-16=-30, 11-15=-20, 20-21=-10 Concentrated Loads (lb) Vert: 4=-75(F) 26=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T15 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215174 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-CBC92ZQ33qIyD4PM3yPCzhjelpnJiL9YBECTe4yAkt? Scale = 1:64.7 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 21 18 1920 22 23 24 25 26 27 28 29 30 31 32 4x8 5x8 3x6 5x8 4x8 2x4 3x6 2x4 3x4 2x4 5x8 4x4 5x8 4x6 3x10 4x8 2x4 5x8 4x8 5x8 6x8 7-0-0 7-0-0 8-0-12 1-0-12 16-4-4 8-3-8 24-4-2 7-11-14 32-4-0 7-11-14 35-4-0 3-0-0 7-0-0 7-0-0 8-0-12 1-0-12 12-2-8 4-1-12 16-4-4 4-1-12 24-4-2 7-11-14 32-4-0 7-11-14 35-4-0 3-0-0 5-4-38-10-37-4-38-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8], [7:0-6-0,0-2-8], [17:0-3-12,0-4-0], [19:0-2-8,0-2-8], [20:0-2-8,0-2-4], [21:0-2-8,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.99 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.20 -0.34 0.06 -0.10 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a 1013 L/d 240 180 n/a 360 PLATES MT20 Weight: 335 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 19-21,1-17,8-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. WEBS 1 Row at midpt 2-15, 11-19, 6-11, 7-11, 7-10, 8-9 2 Rows at 1/3 pts 17-21 JOINTS 1 Brace at Jt(s): 18, 19, 20 REACTIONS. (size)9=Mechanical, 17=Mechanical Max Horz 17=111(LC 12) Max Uplift 9=-632(LC 12), 17=-576(LC 12) Max Grav 9=1831(LC 19), 17=2065(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1787/711, 3-4=-1787/711, 4-6=-2411/849, 6-7=-1743/766, 7-8=-712/313, 1-17=-275/228, 8-9=-1828/761 BOT CHORD 15-17=-764/2147, 14-15=-765/2150, 13-14=-765/2150, 11-13=-766/2153, 10-11=-230/595 WEBS 15-21=0/367, 2-21=-1221/630, 14-18=-16/280, 13-19=0/603, 11-19=-482/141, 6-11=-698/473, 7-11=-640/1702, 7-10=-1190/648, 18-21=-2128/759, 18-20=-2141/754, 19-20=-73/392, 8-10=-619/1596, 3-20=-409/292, 4-20=-815/234, 2-20=-679/2084, 6-19=-118/719, 17-21=-2678/796 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 7-0-0, Exterior(2R) 7-0-0 to 12-2-8, Interior(1) 12-2-8 to 32-4-0, Exterior(2E) 32-4-0 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psf) on member(s). 18-21, 18-20, 19-20 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=632, 17=576. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 46 lb up at 12-0-0, and 122 lb down and 46 lb up at 14-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T15 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215174 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:06 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-CBC92ZQ33qIyD4PM3yPCzhjelpnJiL9YBECTe4yAkt? NOTES- 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-8=-60, 14-17=-20, 13-14=-30, 9-13=-20, 19-21=-10 Concentrated Loads (lb) Vert: 3=-75(F) 25=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T16 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215175 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-gNmXFvRhq8QpqEzYdfwRWvGt3D92Rq5hQuy1AWyAkt_ Scale = 1:66.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 2221 23 24 25 26 27 28 29 30 31 32 5x6 3x6 5x8 3x8 4x8 2x4 2x4 3x4 2x4 3x4 4x8 4x4 8x10 3x10 4x8 2x4 5x8 3x4 5x8 4x8 5x8 4x8 4-2-2 4-2-2 8-0-12 3-10-10 16-4-4 8-3-8 23-4-2 6-11-14 30-4-0 6-11-14 35-4-0 5-0-0 4-2-2 4-2-2 8-0-12 3-10-10 9-0-0 0-11-4 12-2-8 3-2-8 16-4-4 4-1-12 23-4-2 6-11-14 30-4-0 6-11-14 35-4-0 5-0-0 5-4-39-10-37-4-39-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [9:0-6-0,0-2-8], [20:0-3-12,0-4-0], [21:0-4-0,0-2-4], [22:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.89 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.14 -0.24 0.04 -0.09 (loc) 15-16 15-16 11 15-16 l/defl >999 >999 n/a 1151 L/d 240 180 n/a 360 PLATES MT20 Weight: 349 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 20-22,1-19,10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing. WEBS 1 Row at midpt 8-13, 9-13, 9-12, 10-11, 18-20, 13-22 JOINTS 1 Brace at Jt(s): 20, 21, 22 REACTIONS. (size)19=Mechanical, 11=Mechanical Max Horz 19=-137(LC 10) Max Uplift 19=-581(LC 12), 11=-633(LC 12) Max Grav 19=2041(LC 18), 11=1857(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1213/460, 2-3=-920/316, 3-4=-926/422, 4-5=-1563/674, 5-6=-1563/674, 6-8=-2005/768, 8-9=-1620/779, 9-10=-1014/466, 1-19=-1943/730, 10-11=-1769/791 BOT CHORD 16-18=-723/2004, 15-16=-725/2000, 13-15=-725/2001, 12-13=-320/844 WEBS 16-20=0/583, 15-22=0/576, 8-13=-605/379, 9-13=-503/1365, 9-12=-928/524, 20-21=-1086/485, 10-12=-553/1486, 5-21=-380/276, 6-21=-694/150, 4-21=-419/1140, 4-20=-617/249, 1-18=-543/1652, 18-20=-1631/463, 2-20=-317/278, 13-22=-451/152, 8-22=-61/448 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 9-0-0, Exterior(2R) 9-0-0 to 13-11-15, Interior(1) 13-11-15 to 30-4-0, Exterior(2E) 30-4-0 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psf) on member(s). 20-21, 21-22 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=581, 11=633. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 46 lb up at 12-0-0, and 122 lb down and 46 lb up at 14-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T16 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215175 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:07 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-gNmXFvRhq8QpqEzYdfwRWvGt3D92Rq5hQuy1AWyAkt_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 9-10=-60, 16-19=-20, 15-16=-30, 11-15=-20, 20-22=-10 Concentrated Loads (lb) Vert: 5=-75(F) 24=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T17 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215176 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-8ZKvTFRKbSYgSOYkBNRg36o06cVjAEoreYhahzyAksz Scale = 1:71.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 21 1920 22 23 24 25 26 27 28 29 30 31 32 33 34 5x8 3x6 5x8 4x8 3x8 4x8 3x4 2x4 2x4 2x4 4x4 6x8 3x10 4x6 3x4 5x8 4x8 5x8 3x4 4x8 4x8 4-2-2 4-2-2 8-0-12 3-10-10 16-4-4 8-3-8 22-4-2 5-11-14 28-4-0 5-11-14 35-4-0 7-0-0 4-2-2 4-2-2 8-0-12 3-10-10 11-0-0 2-11-4 16-4-4 5-4-4 22-4-2 5-11-14 28-4-0 5-11-14 35-4-0 7-0-0 5-4-310-10-37-4-310-10-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [8:0-6-0,0-2-8], [21:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.86 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.13 -0.23 0.04 -0.09 (loc) 14-15 14-15 10 14-15 l/defl >999 >999 n/a 1136 L/d 240 180 n/a 360 PLATES MT20 Weight: 353 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 19-21,1-18,9-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing. WEBS 1 Row at midpt 8-11, 9-10, 17-21, 6-12, 12-19, 8-12 JOINTS 1 Brace at Jt(s): 19, 20, 21 REACTIONS. (size)18=Mechanical, 10=Mechanical Max Horz 18=-177(LC 10) Max Uplift 18=-580(LC 12), 10=-633(LC 12) Max Grav 18=2034(LC 18), 10=1851(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1208/461, 2-3=-1214/418, 3-4=-1457/636, 4-5=-1769/765, 5-6=-1772/770, 6-8=-1497/785, 8-9=-1212/567, 1-18=-1936/731, 9-10=-1709/803 BOT CHORD 15-17=-669/1836, 14-15=-668/1845, 12-14=-667/1850, 11-12=-373/1011 WEBS 15-21=0/584, 3-21=-599/364, 14-19=0/536, 5-19=-427/363, 8-11=-704/441, 20-21=-780/371, 19-20=-508/277, 9-11=-507/1431, 4-20=-279/165, 3-20=-189/488, 4-19=-211/795, 2-17=-270/151, 1-17=-540/1645, 17-21=-1334/372, 6-12=-523/286, 12-19=-422/142, 6-19=-57/360, 8-12=-391/1078 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psf) on member(s). 20-21, 19-20 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=580, 10=633. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 46 lb up at 12-0-0, and 122 lb down and 46 lb up at 14-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T17 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215176 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:08 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-8ZKvTFRKbSYgSOYkBNRg36o06cVjAEoreYhahzyAksz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-9=-60, 15-18=-20, 14-15=-30, 10-14=-20, 19-21=-10 Concentrated Loads (lb) Vert: 24=-75(F) 25=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T18 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215177 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-5ySfuxTa63oOhii7IoU88XuOlQ9Se8o86sAhmryAksx Scale = 1:71.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 31 3217 18 4x8 5x6 3x6 5x6 4x8 3x8 4x6 3x4 4x4 3x8 3x4 3x4 3x4 4x8 3x6 3x8 5-7-12 5-7-12 11-0-0 5-4-4 19-8-0 8-8-0 28-4-0 8-8-0 35-4-0 7-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 35-4-0 7-0-0 5-4-35-3-710-9-70-0-127-4-30-0-127-3-710-9-76.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [7:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.97 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.32 0.05 (loc) 12-14 12-14 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 282 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-17,8-18: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-6 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-10, 7-10 REACTIONS. (size)17=0-8-0, 18=0-8-0 Max Horz 17=-177(LC 10) Max Uplift 17=-603(LC 12), 18=-643(LC 12) Max Grav 17=1695(LC 17), 18=1673(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1215/560, 2-3=-1459/774, 3-4=-1267/752, 4-6=-1393/793, 6-7=-927/592, 7-8=-1084/550, 16-17=-1695/726, 1-16=-1604/749, 9-18=-1673/752, 8-9=-1536/779 BOT CHORD 14-15=-554/1152, 12-14=-629/1455, 10-12=-573/1317 WEBS 2-15=-724/422, 2-14=-82/433, 3-14=-73/347, 4-14=-450/183, 6-12=-77/471, 6-10=-864/412, 1-15=-539/1355, 8-10=-516/1266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=603, 18=643. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215178 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-Z8025GUCtNwFJsHJsV?NglQZOqUaNc6HLVwEIIyAksw Scale = 1:69.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 31 3217 18 4x8 5x6 3x6 5x6 4x8 3x8 4x6 3x4 4x4 3x8 3x4 3x4 3x4 4x8 3x6 3x8 5-7-12 5-7-12 11-0-0 5-4-4 19-8-0 8-8-0 28-4-0 8-8-0 35-4-0 7-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 35-4-0 7-0-0 5-4-34-8-710-2-70-7-127-4-30-7-126-8-710-2-76.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [7:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.98 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.32 0.06 (loc) 12-14 12-14 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 275 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-17,8-18: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-13 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-10 REACTIONS. (size)17=0-8-0, 18=0-8-0 Max Horz 17=-177(LC 10) Max Uplift 17=-603(LC 12), 18=-643(LC 12) Max Grav 17=1689(LC 17), 18=1665(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1315/607, 2-3=-1539/808, 3-4=-1340/785, 4-6=-1472/827, 6-7=-975/613, 7-8=-1137/575, 16-17=-1689/726, 1-16=-1600/751, 9-18=-1665/752, 8-9=-1531/779 BOT CHORD 14-15=-599/1241, 12-14=-666/1535, 10-12=-607/1390 WEBS 2-15=-675/399, 2-14=-77/405, 3-14=-88/375, 4-14=-456/185, 6-12=-78/471, 6-10=-874/418, 1-15=-543/1373, 8-10=-523/1279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=603, 18=643. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T20 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215179 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-v6px8_YLivZYPdAHf2aYNo7Q0rGT2uJ0Und?zVyAksr Scale = 1:66.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 3016 17 4x8 5x6 3x6 5x6 4x8 3x8 5x8 4x4 3x4 3x4 3x4 3x4 4x8 3x6 3x8 2-8-0 2-8-0 6-10-0 4-2-0 11-0-0 4-2-0 19-8-0 8-8-0 28-4-0 8-8-0 32-8-0 4-4-0 35-4-0 2-8-0 2-8-0 2-8-0 6-10-0 4-2-0 11-0-0 4-2-0 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 32-8-0 4-4-0 34-10-8 2-2-8 35-4-0 0-5-8 5-4-34-1-710-10-37-4-36-1-71-2-129-7-76.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [7:0-3-0,0-2-0], [13:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.74 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.33 0.07 (loc) 12-13 12-13 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 269 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-16,8-17: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-3 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. WEBS 1 Row at midpt 4-13, 4-12, 6-10 REACTIONS. (size)16=0-8-0, 17=0-8-0 Max Horz 16=-177(LC 10) Max Uplift 16=-603(LC 12), 17=-643(LC 12) Max Grav 16=1655(LC 17), 17=1649(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1512/712, 2-3=-1604/869, 3-4=-1392/817, 4-6=-1552/864, 6-7=-1022/638, 7-8=-1190/603, 15-16=-1655/726, 1-15=-1540/758, 9-17=-1649/752, 8-9=-1517/779 BOT CHORD 14-15=-222/273, 13-14=-672/1398, 12-13=-708/1612, 10-12=-644/1462 WEBS 1-14=-525/1350, 2-14=-524/318, 2-13=-63/294, 3-13=-166/462, 4-13=-484/194, 6-12=-79/469, 6-10=-880/423, 7-10=0/256, 8-10=-531/1288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 16, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=603, 17=643. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T21 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215180 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-sUxhZgZbEWpFfwJfmTd0SDDmNetwWndJy5662OyAksp Scale = 1:67.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 17 18 4x8 5x6 3x6 5x6 4x8 3x8 4x6 3x4 4x4 3x8 3x4 3x4 3x4 3x10 4x6 3x8 5-7-12 5-7-12 11-0-0 5-4-4 19-8-0 8-8-0 28-4-0 8-8-0 35-4-0 7-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 35-4-0 7-0-0 5-4-33-6-79-0-71-9-127-4-31-9-125-6-79-0-76.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [7:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.66 1.00 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.33 0.10 (loc) 12-14 12-14 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 260 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-17,8-18: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-12 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-10 REACTIONS. (size)17=0-8-0, 18=0-8-0 Max Horz 17=-177(LC 10) Max Uplift 17=-603(LC 12), 18=-643(LC 12) Max Grav 17=1651(LC 17), 18=1609(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1541/727, 2-3=-1710/890, 3-4=-1495/863, 4-6=-1648/907, 6-7=-1079/665, 7-8=-1253/635, 16-17=-1651/726, 1-16=-1559/752, 9-18=-1609/752, 8-9=-1509/779 BOT CHORD 15-16=-263/303, 14-15=-714/1444, 12-14=-754/1712, 10-12=-688/1551 WEBS 2-15=-564/340, 2-14=-63/346, 3-14=-125/443, 4-14=-476/191, 6-12=-78/468, 6-10=-894/432, 7-10=0/282, 1-15=-552/1400, 8-10=-542/1310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=603, 18=643. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T22 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215181 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-KhU3n?aD?qx6G4urKB8F?Rlwy2D3FFZSAlsfaqyAkso Scale = 1:65.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 17 18 4x8 5x6 3x6 5x6 4x8 3x8 4x6 3x4 4x4 3x8 3x4 3x4 3x4 3x10 4x6 3x8 5-7-12 5-7-12 11-0-0 5-4-4 19-8-0 8-8-0 28-4-0 8-8-0 35-4-0 7-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 35-4-0 7-0-0 5-4-32-11-78-5-72-4-127-4-32-4-124-11-78-5-76.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [7:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 1.00 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.15 (loc) 12-14 12-14 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 252 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-17,8-18: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-10 REACTIONS. (size)17=0-8-0, 18=0-8-0 Max Horz 17=-177(LC 10) Max Uplift 17=-603(LC 12), 18=-643(LC 12) Max Grav 17=1647(LC 17), 18=1604(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1709/810, 2-3=-1826/940, 3-4=-1600/911, 4-6=-1763/955, 6-7=-1148/696, 7-8=-1330/671, 16-17=-1647/726, 1-16=-1555/752, 9-18=-1604/752, 8-9=-1505/779 BOT CHORD 15-16=-317/366, 14-15=-790/1593, 12-14=-808/1828, 10-12=-737/1656 WEBS 2-15=-503/305, 2-14=-81/301, 3-14=-147/494, 4-14=-483/195, 6-12=-79/469, 6-10=-910/441, 7-10=-1/315, 1-15=-559/1463, 8-10=-555/1340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=603, 18=643. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T23 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215182 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-ot2R_Lbrm83zuET2uufUYeI5TSim_nbcPPbD6GyAksn Scale = 1:65.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 17 18 5x6 3x6 5x6 3x10 4x6 3x4 7x10 3x8 3x4 3x4 3x4 7x10 8x12 7x10 4x6 3x10 5-7-12 5-7-12 11-0-0 5-4-4 19-8-0 8-8-0 28-4-0 8-8-0 35-4-0 7-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 35-4-0 7-0-0 5-4-32-4-77-10-72-11-127-4-32-11-124-4-77-10-76.00 12 Plate Offsets (X,Y)-- [1:0-3-13,0-2-14], [3:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-4-10,0-2-10], [10:0-4-2,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.40 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.28 0.20 (loc) 12-14 12-14 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 256 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-17,8-18: 2x6 SP M 26, 1-15,8-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 8-3-11 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-10 REACTIONS. (size)17=0-8-0, 18=0-8-0 Max Horz 17=-177(LC 10) Max Uplift 17=-603(LC 12), 18=-643(LC 12) Max Grav 17=1643(LC 17), 18=1599(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1917/915, 2-3=-1959/997, 3-4=-1721/966, 4-6=-1894/1012, 6-7=-1228/733, 7-8=-1417/713, 16-17=-1643/726, 1-16=-1552/753, 9-18=-1599/752, 8-9=-1499/779 BOT CHORD 15-16=-398/461, 14-15=-884/1779, 12-14=-870/1961, 10-12=-794/1776 WEBS 2-15=-436/261, 3-14=-172/554, 4-14=-493/200, 6-12=-80/470, 6-10=-929/452, 7-10=-12/351, 1-15=-566/1599, 8-10=-572/1381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=603, 18=643. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T24 Truss Type Half Hip Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215183 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-G3cqBhbTXRBqWO2ESbAj4srHKs1_jAkle3LmfiyAksm Scale = 1:42.7 1 2 3 4 5 6 10 9 8 7 12 13 14 15 3x4 4x6 3x6 3x4 3x4 3x4 2x4 3x8 3x6 2x4 6-11-4 6-11-4 13-4-0 6-4-12 17-0-0 3-8-0 -2-0-0 2-0-0 6-11-4 6-11-4 13-4-0 6-4-12 17-0-0 3-8-0 0-4-37-0-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.46 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.02 (loc) 2-10 2-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. REACTIONS. (size)7=0-8-0, 2=0-8-0 Max Horz 2=457(LC 12) Max Uplift 7=-355(LC 12), 2=-407(LC 12) Max Grav 7=654(LC 17), 2=807(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1000/354, 3-5=-403/144, 5-6=-281/229, 6-7=-632/553 BOT CHORD 2-10=-651/869, 8-10=-651/869 WEBS 3-10=0/289, 3-8=-664/472, 5-8=-150/296, 6-8=-510/629 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 13-4-0, Exterior(2E) 13-4-0 to 16-9-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=355, 2=407. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T25 Truss Type Half Hip Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215184 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-kGACP1c6IlJh7YdQ?Jhyd3NS4GP?SfQvsj4JB9yAksl Scale = 1:37.5 1 2 3 4 5 9 8 7 6 11 12 13 14 15 2x4 4x6 3x6 3x4 3x4 3x4 2x4 3x8 3x6 5-11-4 5-11-4 11-4-0 5-4-12 17-0-0 5-8-0 -2-0-0 2-0-0 5-11-4 5-11-4 11-4-0 5-4-12 17-0-0 5-8-0 0-4-36-0-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.35 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 0.02 (loc) 7-9 2-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-6 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=401(LC 12) Max Uplift 6=-334(LC 12), 2=-428(LC 12) Max Grav 6=648(LC 1), 2=807(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1030/450, 3-4=-556/279, 4-5=-431/338, 5-6=-599/531 BOT CHORD 2-9=-691/892, 7-9=-691/892 WEBS 3-7=-522/395, 5-7=-477/610 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-4-0, Exterior(2R) 11-4-0 to 15-6-15, Interior(1) 15-6-15 to 16-9-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=334, 2=428. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T26 Truss Type Half Hip Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215185 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-CSkacNdk23RYliCdZ0DB9HwbtfeWB4f25NqtjbyAksk Scale = 1:33.0 1 2 3 4 5 8 7 6 10 11 12 13 2x4 4x6 3x6 4x4 3x4 2x4 3x8 4x6 9-4-0 9-4-0 17-0-0 7-8-0 -2-0-0 2-0-0 4-11-4 4-11-4 9-4-0 4-4-12 17-0-0 7-8-0 0-4-35-0-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.72 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.29 0.01 (loc) 2-8 2-8 6 l/defl >999 >675 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=345(LC 12) Max Uplift 6=-338(LC 9), 2=-446(LC 12) Max Grav 6=648(LC 1), 2=807(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1006/570, 3-4=-730/391, 4-5=-599/433, 5-6=-586/504 BOT CHORD 2-8=-746/867 WEBS 3-8=-305/345, 5-8=-474/660 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-4-0, Exterior(2R) 9-4-0 to 13-6-15, Interior(1) 13-6-15 to 16-9-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=338, 2=446. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T27 Truss Type Common Qty 3 Ply 1 2916227-CROCE Job Reference (optional) T26215186 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-CSkacNdk23RYliCdZ0DB9HwdqffSBCD25NqtjbyAksk Scale = 1:32.6 1 2 3 4 5 6 7 9 10 11 12 2x4 4x4 3x4 3x4 5x8 2x4 2x4 8-6-0 8-6-0 17-0-0 8-6-0 -2-0-0 2-0-0 4-6-4 4-6-4 8-6-0 3-11-12 12-5-12 3-11-12 17-0-0 4-6-4 0-4-34-7-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-10,0-1-8], [6:0-2-0,Edge], [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.66 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.19 0.02 (loc) 2-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=186(LC 11) Max Uplift 6=-277(LC 12), 2=-482(LC 12) Max Grav 6=643(LC 1), 2=803(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1026/799, 3-4=-778/614, 4-5=-781/636, 5-6=-1040/832 BOT CHORD 2-7=-613/864, 6-7=-633/885 WEBS 4-7=-264/462, 5-7=-318/408, 3-7=-279/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 8-6-0, Exterior(2R) 8-6-0 to 11-6-0, Interior(1) 11-6-0 to 16-8-0 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=277, 2=482. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T28 Truss Type Roof Special Girder Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215187 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-heIyqjeMpMZPNrnp7kkQiUTqi32WwaNBK1ZQF1yAksj Scale = 1:29.0 1 2 3 4 5 6 10 9 8 7 12 13 14 15 2x4 4x8 4x12 2x4 4x6 3x4 2x4 3x8 2x4 2x4 3-0-0 3-0-0 7-0-0 4-0-0 11-0-0 4-0-0 15-0-0 4-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 7-0-0 4-0-0 11-0-0 4-0-0 15-0-0 4-0-0 0-4-31-10-33-10-31-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.47 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.12 0.02 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=275(LC 8) Max Uplift 7=-361(LC 8), 2=-575(LC 8) Max Grav 7=694(LC 1), 2=866(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1252/652, 3-4=-1886/1030, 4-5=-1886/1030 BOT CHORD 2-10=-670/1093, 9-10=-673/1098, 8-9=-730/1440, 7-8=-731/1426 WEBS 3-9=-465/919, 4-9=-259/235, 5-9=-409/527, 5-7=-1505/773 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=361, 2=575. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 43 lb up at 3-0-0, and 125 lb down and 36 lb up at 5-0-12, and 104 lb down and 72 lb up at 7-0-12 on top chord, and 39 lb down and 52 lb up at 3-0-0, 16 lb down and 52 lb up at 5-0-12, and 16 lb down at 7-0-12, and 226 lb down and 133 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 2-7=-20 Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T28 Truss Type Roof Special Girder Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215187 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:24 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-heIyqjeMpMZPNrnp7kkQiUTqi32WwaNBK1ZQF1yAksj LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-15(F) 9=-6(F) 4=-1(F) 14=-6(F) 15=-226(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T29 Truss Type Roof Special Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215188 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-9rsK13f_aghG??M?hRFfFi?z7TObf6YLZhJzoUyAksi Scale = 1:29.0 1 2 3 4 5 6 9 8 7 11 12 13 2x4 4x4 2x4 3x6 3x4 3x4 3x4 3x4 4x4 5-0-0 5-0-0 13-0-0 8-0-0 15-0-0 2-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 9-0-0 4-0-0 13-0-0 4-0-0 15-0-0 2-0-0 0-4-32-10-33-10-32-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-1-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.48 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.16 0.02 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=273(LC 12) Max Uplift 7=-277(LC 9), 2=-428(LC 12) Max Grav 7=566(LC 1), 2=729(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-892/448, 3-4=-725/481, 4-5=-408/162 BOT CHORD 2-9=-562/739, 8-9=-563/766, 7-8=-214/385 WEBS 4-8=-430/416, 5-8=-163/420, 5-7=-674/362 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-0-0, Exterior(2R) 5-0-0 to 9-0-0, Interior(1) 9-0-0 to 14-9-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=277, 2=428. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T30 Truss Type HALF HIP GIRDER Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215189 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-1c5rtQiVevCiTdfmwHJbPYAhg4kvbpzxTJHBxFyAkse Scale = 1:24.7 1 2 3 4 5 7 6 9 10 11 122x4 4x4 3x6 3x4 2x4 3x8 3x6 3-9-4 3-9-4 7-0-0 3-2-12 12-1-0 5-1-0 -2-0-0 2-0-0 3-9-4 3-9-4 7-0-0 3-2-12 12-1-0 5-1-0 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.59 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 0.09 -0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=280(LC 8) Max Uplift 6=-1005(LC 5), 2=-823(LC 8) Max Grav 6=972(LC 1), 2=835(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1107/927, 3-4=-939/874, 4-5=-808/829, 5-6=-738/741 BOT CHORD 2-7=-935/914 WEBS 4-7=-222/269, 5-7=-967/942 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=1005, 2=823. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 91 lb up at 7-0-0, and 113 lb down and 84 lb up at 9-0-12, and 108 lb down and 84 lb up at 11-0-12 on top chord, and 408 lb down and 390 lb up at 7-0-0, and 150 lb down and 172 lb up at 9-0-12, and 152 lb down and 174 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T30 Truss Type HALF HIP GIRDER Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215189 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:29 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-1c5rtQiVevCiTdfmwHJbPYAhg4kvbpzxTJHBxFyAkse LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-12(B) 7=-400(B) 9=-12(B) 10=-18(B) 11=-150(B) 12=-152(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T31 Truss Type HALF HIP Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215190 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-VofD4mi7PCKY5mEzT_rqyljnSU?7KE24iz0kThyAksd Scale = 1:29.6 1 2 3 4 5 7 6 9 10 11 2x4 4x4 3x6 3x8 2x4 3x8 3x4 9-0-0 9-0-0 12-1-0 3-1-0 -2-0-0 2-0-0 4-9-4 4-9-4 9-0-0 4-2-12 12-1-0 3-1-0 0-4-34-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-5-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.85 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.50 0.44 -0.01 (loc) 2-7 2-7 6 l/defl >280 >316 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-1-15 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=336(LC 12) Max Uplift 6=-469(LC 12), 2=-587(LC 12) Max Grav 6=450(LC 1), 2=618(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-627/1064, 3-4=-334/731, 4-5=-236/733, 5-6=-458/1312 BOT CHORD 2-7=-1280/502 WEBS 3-7=-335/615, 5-7=-1410/447 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-11-4 zone; porch 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=469, 2=587. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T32 Truss Type COMMON Qty 3 Ply 1 2916227-CROCE Job Reference (optional) T26215191 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-z_DcI6jlAWSPjwp91iM3UzFzGuN53hWDxdmI?7yAksc Scale = 1:50.8 1 2 3 4 5 8 7 6 15 16 17 18 19 20 21 22 2x4 4x6 2x4 3x6 3x6 3x8 4x8 4x8 2x4 2x4 2x4 2x4 0-0-2 6-2-0 6-2-0 12-4-0 6-2-0 -2-0-12 1-9-4 -0-3-8 0-3-8 6-2-0 6-2-0 12-4-0 6-2-0 12-7-8 0-3-8 14-4-12 1-9-4 5-0-118-5-35-0-116.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [5:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.73 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 0.12 -0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-8,4-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing. REACTIONS. (size)8=Mechanical, 6=Mechanical Max Horz 8=-487(LC 10) Max Uplift 8=-623(LC 12), 6=-623(LC 12) Max Grav 8=613(LC 1), 6=613(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/777, 3-4=-283/777, 2-8=-560/1292, 4-6=-560/1292 BOT CHORD 7-8=-460/473 WEBS 2-7=-634/289, 4-7=-635/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-12 to 0-11-4, Interior(1) 0-11-4 to 6-2-0, Exterior(2R) 6-2-0 to 9-2-0, Interior(1) 9-2-0 to 14-4-12 zone; end vertical left and right exposed; porch 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=623, 6=623. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T33 Truss Type COMMON Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215192 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-SBn_VSkNxqaGK4OLbPtI1Ao80IjKo8mNAHVrXayAksb Scale = 1:50.8 1 2 3 4 5 8 7 6 15 16 17 18 19 20 21 22 2x4 4x6 2x4 3x6 3x6 3x8 4x8 4x8 2x4 2x4 2x4 2x4 0-0-11 0-0-11 6-2-0 6-1-5 12-4-0 6-2-0 -2-0-12 1-9-4 -0-3-8 0-3-8 6-2-0 6-2-0 12-4-0 6-2-0 12-7-8 0-3-8 14-4-12 1-9-4 5-0-118-5-35-0-116.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [5:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.73 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 0.12 -0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-8,4-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing. REACTIONS. (size)8=Mechanical, 6=Mechanical Max Horz 8=-487(LC 10) Max Uplift 8=-623(LC 12), 6=-623(LC 12) Max Grav 8=613(LC 1), 6=613(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/777, 3-4=-283/777, 2-8=-560/1292, 4-6=-560/1292 BOT CHORD 7-8=-460/473 WEBS 2-7=-634/289, 4-7=-635/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-12 to 0-11-4, Interior(1) 0-11-4 to 6-2-0, Exterior(2R) 6-2-0 to 9-2-0, Interior(1) 9-2-0 to 14-4-12 zone; end vertical left and right exposed; porch 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=623, 6=623. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T34 Truss Type COMMON Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215193 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-SBn_VSkNxqaGK4OLbPtI1Ao9jIj5o6_NAHVrXayAksb Scale = 1:50.8 1 2 3 6 5 4 7 8 9 10 4x8 4x6 4x8 3x6 3x6 3x8 6-2-0 6-2-0 12-4-0 6-2-0 6-2-0 6-2-0 12-4-0 6-2-0 5-4-38-5-35-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.75 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 0.12 -0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6,3-4: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Horz 6=-445(LC 10) Max Uplift 6=-450(LC 12), 4=-450(LC 12) Max Grav 6=475(LC 1), 4=475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-299/736, 2-3=-299/735, 1-6=-429/1045, 3-4=-430/1043 BOT CHORD 5-6=-475/422 WEBS 1-5=-734/286, 3-5=-733/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-2-0, Exterior(2R) 6-2-0 to 9-2-0, Interior(1) 9-2-0 to 12-1-4 zone; end vertical left and right exposed; porch 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=450, 4=450. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T35 Truss Type Hip Girder Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215194 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-OZukw8ldTRq_aOYkiqvm6btYP5VpG9Ngda_ycSyAksZ Scale = 1:34.5 1 2 3 4 5 6 71098 13 14 15 16 17 18 19 20 2x4 4x8 4x8 2x4 3x4 3x4 2x4 4x8 2x4 2x4 3-0-0 3-0-0 7-10-0 4-10-0 12-8-0 4-10-0 15-8-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 7-10-0 4-10-0 12-8-0 4-10-0 15-8-0 3-0-0 17-8-0 2-0-0 0-4-31-10-30-4-31-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-1-0,Edge], [3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [6:0-1-0,Edge], [7:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.35 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.11 0.02 (loc) 8-9 9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=92(LC 7) Max Uplift 2=-616(LC 8), 6=-636(LC 8) Max Grav 2=858(LC 29), 6=888(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1208/700, 3-4=-1850/1198, 4-5=-1850/1198, 5-6=-1302/758 BOT CHORD 2-10=-527/1057, 9-10=-531/1064, 8-9=-588/1140, 6-8=-585/1131 WEBS 3-9=-620/872, 4-9=-403/275, 5-9=-572/801 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=616, 6=636. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 43 lb up at 3-0-0, 125 lb down and 36 lb up at 5-0-12, 118 lb down and 36 lb up at 7-0-12, 118 lb down and 36 lb up at 8-7-4, and 125 lb down and 36 lb up at 10-7-4, and 278 lb down and 178 lb up at 12-8-0 on top chord, and 39 lb down and 52 lb up at 3-0-0, 16 lb down and 52 lb up at 5-0-12, 16 lb down and 52 lb up at 7-0-12, 16 lb down and 52 lb up at 8-7-4, and 16 lb down and 52 lb up at 10-7-4 , and 39 lb down and 52 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T35 Truss Type Hip Girder Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215194 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:34 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-OZukw8ldTRq_aOYkiqvm6btYP5VpG9Ngda_ycSyAksZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-5(F) 10=-15(F) 8=-15(F) 17=-6(F) 18=-6(F) 19=-6(F) 20=-6(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T36 Truss Type Common Qty 8 Ply 1 2916227-CROCE Job Reference (optional) T26215195 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-smS67UmGElyrBY6wGYQ?fpQgEVm3?cepsEkV8vyAksY Scale: 1/4"=1' 1 2 3 4 5 6 71098 13 14 15 16 17 18 2x4 4x4 2x4 3x4 3x8 3x4 2x4 3x4 2x4 3x4 7-11-8 7-11-8 15-4-8 7-5-0 23-4-0 7-11-8 -2-0-0 2-0-0 6-1-4 6-1-4 11-8-0 5-6-12 17-2-12 5-6-12 23-4-0 6-1-4 25-4-0 2-0-0 0-4-36-2-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-10,0-1-8], [6:0-2-10,0-1-8], [7:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.67 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.20 0.05 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-250(LC 10) Max Uplift 2=-580(LC 12), 6=-580(LC 12) Max Grav 2=1161(LC 17), 6=1161(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1663/886, 3-4=-1499/878, 4-5=-1499/878, 5-6=-1663/886 BOT CHORD 2-10=-579/1580, 8-10=-258/1033, 6-8=-619/1409 WEBS 4-8=-295/686, 5-8=-337/379, 4-10=-295/686, 3-10=-337/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-8-0, Exterior(2R) 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 25-4-0 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=580, 6=580. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T37 Truss Type Common Qty 3 Ply 1 2916227-CROCE Job Reference (optional) T26215196 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-smS67UmGElyrBY6wGYQ?fpQgEVlA?c8psEkV8vyAksY Scale = 1:43.5 1 2 3 4 5 6 9 8 7 11 12 13 14 15 16 2x4 4x4 3x4 3x4 3x8 3x4 2x4 3x4 2x4 7-11-8 7-11-8 15-4-8 7-5-0 23-4-0 7-11-8 -2-0-0 2-0-0 6-1-4 6-1-4 11-8-0 5-6-12 17-2-12 5-6-12 23-4-0 6-1-4 0-4-36-2-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-10,0-1-8], [6:0-1-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.73 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.05 (loc) 7-9 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=244(LC 11) Max Uplift 6=-394(LC 12), 2=-591(LC 12) Max Grav 6=1026(LC 18), 2=1164(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1668/919, 3-4=-1504/911, 4-5=-1538/947, 5-6=-1690/955 BOT CHORD 2-9=-715/1563, 7-9=-359/1017, 6-7=-731/1440 WEBS 4-7=-330/722, 5-7=-356/397, 4-9=-285/684, 3-9=-337/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-8-0, Exterior(2R) 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 23-0-0 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=394, 2=591. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T38 Truss Type Common Qty 3 Ply 1 2916227-CROCE Job Reference (optional) T26215197 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-Ky0VLpnu_24iphh7qFxEB0ysov4lk2Ay4uT3gLyAksX Scale = 1:39.8 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 4x4 3x4 3x8 3x4 2x4 3x4 2x4 7-11-8 7-11-8 15-4-8 7-5-0 23-4-0 7-11-8 6-1-4 6-1-4 11-8-0 5-6-12 17-2-12 5-6-12 23-4-0 6-1-4 0-4-36-2-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-1-0,Edge], [5:0-1-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.77 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.26 0.05 (loc) 1-8 1-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-9 oc bracing. REACTIONS. (size)1=Mechanical, 5=0-8-0 Max Horz 1=215(LC 11) Max Uplift 1=-410(LC 12), 5=-410(LC 12) Max Grav 1=1043(LC 17), 5=1040(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1761/1003, 2-3=-1601/989, 3-4=-1566/973, 4-5=-1718/982 BOT CHORD 1-8=-796/1679, 6-8=-385/1055, 5-6=-755/1466 WEBS 3-6=-320/718, 4-6=-356/399, 3-8=-344/770, 2-8=-397/424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 11-8-0, Exterior(2R) 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 23-0-0 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=410, 5=410. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T39 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215198 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-o8atY9oWlMCZRrGJOyTTkEV1OJTeTUS6JYDcDnyAksW Scale = 1:66.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 17 18 5x6 3x6 5x6 5x12 5x8 4x4 8x10 4x8 3x4 4x4 3x4 8x12 7x10 7x10 5x8 5x12 5-7-12 5-7-12 11-0-0 5-4-4 19-8-0 8-8-0 28-4-0 8-8-0 35-4-0 7-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 35-4-0 7-0-0 5-4-31-9-107-3-103-6-87-4-33-6-83-9-107-3-106.00 12 Plate Offsets (X,Y)-- [1:0-4-1,0-3-5], [3:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-4-2,0-3-3], [9:0-7-0,0-0-3], [15:0-4-8,0-4-0], [16:0-6-13,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.53 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.19 0.26 (loc) 12-14 12-14 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 293 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 3-5,5-7: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-17,8-18: 2x6 SP M 26, 1-15,8-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-1 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 7-3-9 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (size)17=0-8-0, 18=0-8-0 Max Horz 17=-179(LC 10) Max Uplift 17=-603(LC 12), 18=-643(LC 12) Max Grav 17=1637(LC 17), 18=1591(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2249/1085, 2-3=-2149/1081, 3-4=-1890/1045, 4-6=-2059/1090, 6-7=-1334/781, 7-8=-1544/769, 16-17=-1637/726, 1-16=-1542/754, 9-18=-1591/751, 8-9=-1488/776 BOT CHORD 15-16=-548/680, 14-15=-1034/2073, 12-14=-947/2131, 10-12=-864/1929 WEBS 2-15=-328/189, 3-14=-204/630, 4-14=-482/193, 6-12=-77/469, 6-10=-939/464, 7-10=-25/398, 1-15=-540/1802, 8-10=-593/1436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=603, 18=643. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T40 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215199 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-DjG?BBqO2Ha8IJ?u350AMs7WPWXRgmPY?WRGq6yAksT Scale = 1:65.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 17 18 7x10 5x6 3x6 5x6 7x10 3x10 4x6 3x4 5x8 3x8 3x4 3x4 3x4 8x10 4x6 3x10 5-7-12 5-7-12 11-0-0 5-4-4 19-8-0 8-8-0 28-4-0 8-8-0 35-4-0 7-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 35-4-0 7-0-0 5-4-32-3-47-9-43-0-147-4-33-0-144-3-47-9-46.00 12 Plate Offsets (X,Y)-- [1:0-4-9,0-2-13], [3:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-4-11,0-2-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.40 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.29 0.20 (loc) 12-14 12-14 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-17,8-18: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-13 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS. (size)17=0-8-0, 18=0-8-0 Max Horz 17=-177(LC 10) Max Uplift 17=-603(LC 12), 18=-643(LC 12) Max Grav 17=1643(LC 17), 18=1598(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1955/935, 2-3=-1983/1008, 3-4=-1743/976, 4-6=-1917/1022, 6-7=-1242/739, 7-8=-1433/720, 16-17=-1643/726, 1-16=-1549/752, 9-18=-1598/752, 8-9=-1497/778 BOT CHORD 15-16=-414/485, 14-15=-902/1813, 12-14=-882/1985, 10-12=-804/1798 WEBS 2-15=-424/253, 3-14=-177/564, 4-14=-495/201, 6-12=-80/470, 6-10=-933/455, 7-10=-15/358, 1-15=-562/1619, 8-10=-575/1386 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=603, 18=643. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T41 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215200 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-hwqOOXr0pbi?vTa4coXPu4ghMwtjPC8iEABqMYyAksS Scale = 1:66.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 17 18 7x10 5x6 3x6 5x6 7x10 3x10 4x6 3x4 5x8 3x8 3x4 3x4 3x4 8x10 4x6 3x10 5-7-12 5-7-12 11-0-0 5-4-4 19-8-0 8-8-0 28-4-0 8-8-0 35-4-0 7-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 35-4-0 7-0-0 5-4-32-10-48-4-42-5-147-4-32-5-144-10-48-4-46.00 12 Plate Offsets (X,Y)-- [1:0-4-8,0-2-9], [3:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-4-9,0-2-6], [10:0-5-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.40 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.28 0.14 (loc) 12-14 12-14 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-17,8-18: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-11 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 8-7-8 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-10 REACTIONS. (size)17=0-8-0, 18=0-8-0 Max Horz 17=-177(LC 10) Max Uplift 17=-603(LC 12), 18=-643(LC 12) Max Grav 17=1647(LC 17), 18=1603(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1740/826, 2-3=-1847/949, 3-4=-1619/920, 4-6=-1783/964, 6-7=-1161/702, 7-8=-1343/677, 16-17=-1647/726, 1-16=-1555/753, 9-18=-1603/752, 8-9=-1503/778 BOT CHORD 15-16=-325/378, 14-15=-804/1621, 12-14=-818/1849, 10-12=-746/1675 WEBS 2-15=-493/298, 2-14=-90/293, 3-14=-151/504, 4-14=-485/196, 6-12=-79/469, 6-10=-913/443, 7-10=-3/320, 1-15=-561/1478, 8-10=-557/1346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=603, 18=643. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T42 Truss Type PIGGYBACK BASE Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215201 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-96NmbtsfauqrXd9GAW2eRHCsHK3X8firTqwNu?yAksR Scale = 1:66.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 17 18 7x10 5x6 3x6 5x6 7x10 3x10 4x6 3x4 5x8 3x8 3x4 3x4 3x4 8x10 4x6 3x10 5-7-12 5-7-12 11-0-0 5-4-4 19-8-0 8-8-0 28-4-0 8-8-0 35-4-0 7-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 35-4-0 7-0-0 5-4-33-5-48-11-41-10-147-4-31-10-145-5-48-11-46.00 12 Plate Offsets (X,Y)-- [1:0-4-5,0-2-12], [3:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-4-8,0-2-10], [10:0-5-0,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 1.00 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.11 (loc) 12-14 12-14 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-17,8-18: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-7 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-10 REACTIONS. (size)17=0-8-0, 18=0-8-0 Max Horz 17=-177(LC 10) Max Uplift 17=-603(LC 12), 18=-643(LC 12) Max Grav 17=1650(LC 17), 18=1608(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1567/739, 2-3=-1728/898, 3-4=-1511/871, 4-6=-1666/914, 6-7=-1090/670, 7-8=-1265/640, 16-17=-1650/726, 1-16=-1559/752, 9-18=-1608/752, 8-9=-1509/779 BOT CHORD 15-16=-270/312, 14-15=-726/1467, 12-14=-763/1730, 10-12=-696/1567 WEBS 2-15=-553/335, 2-14=-62/339, 3-14=-128/451, 4-14=-477/192, 6-12=-79/468, 6-10=-896/433, 7-10=0/287, 1-15=-553/1407, 8-10=-544/1314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=603, 18=643. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T43 Truss Type Piggyback Base Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215202 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-dIx8pDsHLCyi9mkTkDZtzVl1AjPwt58_hUgwQRyAksQ Scale = 1:66.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 31 32 17 18 7x10 5x6 3x6 5x6 7x10 3x10 4x6 3x4 5x8 3x8 3x4 3x4 3x4 8x10 3x6 3x10 5-7-12 5-7-12 11-0-0 5-4-4 19-8-0 8-8-0 28-4-0 8-8-0 35-4-0 7-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-9-5 5-9-5 22-6-11 5-9-5 28-4-0 5-9-5 35-4-0 7-0-0 5-4-34-0-49-6-41-3-147-4-31-3-146-0-49-6-46.00 12 Plate Offsets (X,Y)-- [1:0-4-5,0-2-7], [3:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-4-7,0-2-12], [10:0-5-0,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.99 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.33 0.07 (loc) 12-14 12-14 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 266 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-17,8-18: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-10 REACTIONS. (size)17=0-8-0, 18=0-8-0 Max Horz 17=-177(LC 10) Max Uplift 17=-603(LC 12), 18=-643(LC 12) Max Grav 17=1682(LC 17), 18=1654(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1452/672, 2-3=-1645/853, 3-4=-1435/828, 4-6=-1576/871, 6-7=-1037/642, 7-8=-1206/608, 16-17=-1682/726, 1-16=-1593/752, 9-18=-1654/752, 8-9=-1524/779 BOT CHORD 15-16=-230/264, 14-15=-661/1364, 12-14=-715/1641, 10-12=-652/1485 WEBS 2-15=-608/366, 2-14=-70/367, 3-14=-108/414, 4-14=-463/189, 6-12=-78/472, 6-10=-887/425, 7-10=0/263, 1-15=-548/1402, 8-10=-533/1298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-15, Interior(1) 15-11-15 to 28-4-0, Exterior(2R) 28-4-0 to 33-3-15, Interior(1) 33-3-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 17, 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=603, 18=643. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T44 Truss Type Hip Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215203 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-5VVW0Ztv6W4ZmwJfIx56WiID47qecaK8w8PUztyAksP Scale = 1:65.2 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 20 21 22 23 24 25 26 27 28 18 19 7x10 5x8 3x6 5x8 3x10 3x6 3x4 3x4 3x4 2x4 4x8 5x8 7x10 5x8 5x8 3x6 3x10 4-7-12 4-7-12 9-0-0 4-4-4 16-1-15 7-1-15 23-2-1 7-0-3 30-4-0 7-1-15 35-4-0 5-0-0 4-7-12 4-7-12 9-0-0 4-4-4 16-1-15 7-1-15 23-2-1 7-0-3 30-4-0 7-1-15 35-4-0 5-0-0 5-4-34-7-49-1-40-8-147-4-30-8-146-7-49-1-46.00 12 Plate Offsets (X,Y)-- [1:0-4-3,0-2-11], [3:0-6-0,0-2-8], [7:0-6-0,0-2-8], [8:0-4-10,0-2-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.70 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.21 0.06 (loc) 13-15 13-15 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 276 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-18,8-19: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-9 oc bracing. WEBS 1 Row at midpt 3-15, 4-13, 4-12, 6-12, 7-12, 7-10 REACTIONS. (size)18=0-8-0, 19=0-8-0 Max Horz 18=-137(LC 10) Max Uplift 18=-603(LC 12), 19=-643(LC 12) Max Grav 18=1664(LC 17), 19=1622(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1175/555, 2-3=-1499/777, 3-4=-1679/904, 4-6=-1489/814, 6-7=-1489/814, 7-8=-953/478, 17-18=-1664/724, 1-17=-1588/745, 9-19=-1622/750, 8-9=-1560/767 BOT CHORD 15-16=-568/1097, 13-15=-607/1344, 12-13=-754/1714, 10-12=-345/792 WEBS 3-15=-260/169, 3-13=-252/704, 4-13=-333/268, 4-12=-305/149, 6-12=-450/380, 7-12=-524/1160, 7-10=-765/513, 8-10=-565/1308, 2-16=-813/424, 1-16=-543/1344, 2-15=-133/567 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 9-0-0, Exterior(2R) 9-0-0 to 13-11-15, Interior(1) 13-11-15 to 30-4-0, Exterior(2E) 30-4-0 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 18, 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=603, 19=643. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T45 Truss Type Hip Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215204 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-Zh3uEuuXtpDQO4trrecL3wqNbXBaL0FH9o91VJyAksO Scale = 1:65.4 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 20 21 22 23 24 25 26 27 28 29 3018 19 7x10 5x8 3x6 5x8 3x10 3x6 4x4 3x4 3x4 3x4 4x4 4x4 7x10 2x4 3x8 3x6 3x10 0-1-147-0-0 7-0-0 13-4-0 6-4-0 19-8-0 6-4-0 26-0-0 6-4-0 32-4-0 6-4-0 35-4-0 3-0-0 7-0-0 7-0-0 13-4-0 6-4-0 19-8-0 6-4-0 26-0-0 6-4-0 32-4-0 6-4-0 35-4-0 3-0-0 5-4-35-2-48-8-40-1-147-4-30-1-147-2-48-8-46.00 12 Plate Offsets (X,Y)-- [1:0-4-4,0-2-15], [2:0-6-0,0-2-8], [7:0-6-0,0-2-8], [8:0-4-7,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.59 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.21 0.05 (loc) 13-15 13-15 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 278 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-18,8-19: 2x6 SP M 26 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing. WEBS 1 Row at midpt 2-16, 3-15, 6-12, 7-12, 7-10, 4-13 REACTIONS. (size)18=0-8-0, 19=0-8-0 Max Horz 18=111(LC 12) Max Uplift 18=-603(LC 12), 19=-643(LC 12) Max Grav 18=1662(LC 17), 19=1628(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1344/626, 2-3=-1656/852, 3-4=-1711/851, 4-6=-1711/851, 6-7=-1342/687, 7-8=-632/308, 17-18=-1662/722, 1-17=-1552/753, 9-19=-1628/743, 8-9=-1606/745 BOT CHORD 15-16=-556/1170, 13-15=-755/1676, 12-13=-606/1363, 10-12=-228/519 WEBS 2-16=-513/355, 2-15=-347/920, 3-15=-523/337, 6-12=-838/565, 7-12=-628/1400, 7-10=-1058/618, 1-16=-484/1295, 8-10=-608/1383, 4-13=-367/289, 6-13=-282/612 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 7-0-0, Exterior(2R) 7-0-0 to 11-11-15, Interior(1) 11-11-15 to 32-4-0, Exterior(2E) 32-4-0 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 18, 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=603, 19=643. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T46 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215205 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-V3BffawnPRT8dO1Ez3ep8Kwn7Lt?ptdac6e8ZCyAksM Scale = 1:60.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 22 20 23 24 25 26 27 28 29 30 31 32 4x8 5x8 3x6 5x6 2x4 3x8 4x8 4x4 3x4 2x4 3x4 2x4 7x8 3x4 5x8 2x4 5x8 3x4 4x8 5x8 5x8 4x8 5-0-0 5-0-0 10-1-13 5-1-13 15-3-10 5-1-13 23-7-2 8-3-8 28-11-9 5-4-7 35-4-0 6-4-7 5-0-0 5-0-0 10-1-13 5-1-13 15-3-10 5-1-13 19-5-6 4-1-12 23-7-2 4-1-12 28-11-9 5-4-7 34-4-0 5-4-7 35-4-0 1-0-0 5-4-37-10-37-4-37-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8], [9:0-3-0,0-2-0], [11:0-3-12,0-4-4], [20:0-4-0,0-2-4], [21:0-2-8,0-2-0], [22:0-2-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.60 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.16 -0.28 0.05 -0.07 (loc) 14-15 14-15 11 14-15 l/defl >999 >999 n/a 1460 L/d 240 180 n/a 360 PLATES MT20 Weight: 334 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 13-16: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 21-22,1-19,10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. WEBS 1 Row at midpt 17-21, 9-12, 9-11, 12-22 JOINTS 1 Brace at Jt(s): 20, 21, 22 REACTIONS. (size)19=0-8-0, 11=Mechanical Max Horz 19=111(LC 12) Max Uplift 19=-592(LC 12), 11=-622(LC 12) Max Grav 19=1898(LC 18), 11=1920(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1305/526, 2-3=-1912/794, 3-4=-2034/747, 4-5=-1997/737, 5-7=-1997/737, 7-8=-1232/377, 8-9=-1361/526, 1-19=-1825/741 BOT CHORD 17-18=-502/1113, 15-17=-919/2631, 14-15=-918/2630, 12-14=-917/2628 WEBS 2-18=-872/430, 15-21=0/537, 4-21=-371/271, 14-22=0/542, 7-22=-702/457, 20-21=-623/249, 20-22=-1409/590, 1-18=-516/1542, 8-12=-301/255, 5-20=-363/246, 7-20=-446/901, 3-17=-343/266, 17-21=-1051/242, 9-12=-710/1986, 9-11=-1659/759, 2-17=-467/1430, 12-22=-1755/599 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-9-2, Interior(1) 3-9-2 to 5-0-0, Exterior(2R) 5-0-0 to 10-1-13, Interior(1) 10-1-13 to 34-4-0, Exterior(2E) 34-4-0 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psf) on member(s). 20-21, 20-22 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=592, 11=622. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 46 lb up at 17-0-0, and 122 lb down and 46 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T46 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215205 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:47 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-V3BffawnPRT8dO1Ez3ep8Kwn7Lt?ptdac6e8ZCyAksM NOTES- 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-9=-60, 9-10=-60, 15-19=-20, 14-15=-30, 11-14=-20, 21-22=-10 Concentrated Loads (lb) Vert: 25=-75(F) 27=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T47 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215206 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-_Gl1swwPAkb?FYcQXm92gYSrckC_YK0krmNh6eyAksL Scale = 1:60.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 22 21 23 24 25 26 27 28 29 5x8 3x6 4x6 3x8 3x8 4x8 4x4 5x8 4x4 5x8 3x4 2x4 3x4 2x4 4x8 2x4 5x8 4x4 6x8 5x8 3x6 5x8 3-0-0 3-0-0 9-1-13 6-1-13 15-3-10 6-1-13 23-7-2 8-3-8 29-3-13 5-8-11 35-4-0 6-0-3 3-0-0 3-0-0 9-1-13 6-1-13 15-3-10 6-1-13 19-5-6 4-1-12 23-7-2 4-1-12 29-3-13 5-8-11 35-4-0 6-0-3 5-4-36-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8], [20:0-2-8,0-2-4], [21:0-4-0,0-2-4], [22:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.68 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.18 -0.32 0.05 -0.07 (loc) 14-15 14-15 11 14-15 l/defl >999 >999 n/a 1406 L/d 240 180 n/a 360 PLATES MT20 Weight: 311 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 13-16: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 10-11,20-22,1-19: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 1 Row at midpt 17-20, 10-12, 12-22 JOINTS 1 Brace at Jt(s): 21 REACTIONS. (size)11=Mechanical, 19=0-8-0 Max Horz 19=78(LC 12) Max Uplift 11=-615(LC 12), 19=-598(LC 12) Max Grav 11=1899(LC 18), 19=1876(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-932/377, 2-3=-2041/809, 3-4=-2082/759, 4-6=-2024/751, 6-7=-2024/751, 7-8=-851/295, 8-10=-1476/527, 10-11=-1759/726, 1-19=-1849/724 BOT CHORD 17-18=-376/794, 15-17=-1007/2980, 14-15=-1005/2977, 12-14=-1004/2973 WEBS 2-18=-1147/552, 2-17=-629/1815, 3-17=-390/337, 17-20=-1225/281, 15-20=0/514, 4-20=-385/295, 14-22=0/570, 7-22=-703/451, 20-21=-897/352, 21-22=-2152/820, 1-18=-567/1572, 6-21=-333/228, 7-21=-602/1277, 8-12=-238/264, 10-12=-771/2180, 12-22=-2003/642, 8-22=-656/342 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-0-0, Exterior(2R) 3-0-0 to 7-11-15, Interior(1) 7-11-15 to 35-1-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Ceiling dead load (5.0 psf) on member(s). 20-21, 21-22 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=615, 19=598. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 46 lb up at 17-0-0, and 122 lb down and 46 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T47 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215206 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:48 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-_Gl1swwPAkb?FYcQXm92gYSrckC_YK0krmNh6eyAksL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-10=-60, 15-19=-20, 14-15=-30, 11-14=-20, 20-22=-10 Concentrated Loads (lb) Vert: 5=-75(F) 24=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T48 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215207 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-SSIP3Gx2x2jsthBc4UgHDl?378U6Hnwt4Q7Fe5yAksK Scale = 1:61.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 243x4 6x8 4x8 5x6 3x8 7x8 5x8 5x8 2x4 4x4 2x4 4x4 2x4 2x4 5x8 4x8 6x8 8-1-13 8-1-13 15-3-10 7-1-13 23-7-2 8-3-8 29-3-13 5-8-11 35-4-0 6-0-3 1-0-0 1-0-0 8-1-13 7-1-13 15-3-10 7-1-13 19-5-6 4-1-12 23-7-2 4-1-12 29-3-13 5-8-11 35-4-0 6-0-3 5-4-35-10-36.00 12 Plate Offsets (X,Y)-- [17:0-4-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.88 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.35 -0.46 0.05 -0.12 (loc) 14-16 14 10 13-14 l/defl >999 >905 n/a 853 L/d 240 180 n/a 360 PLATES MT20 Weight: 272 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 12-15: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 9-10,1-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. WEBS 1 Row at midpt 2-16, 5-16, 6-11 REACTIONS. (size)10=Mechanical, 17=0-8-0 Max Horz 17=23(LC 12) Max Uplift 10=-633(LC 12), 17=-630(LC 12) Max Grav 10=1618(LC 18), 17=1576(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1966/875, 3-5=-1966/875, 5-6=-2855/1116, 6-8=-1491/626, 8-9=-1491/626, 9-10=-1523/733 BOT CHORD 14-16=-1116/2855, 13-14=-1116/2855, 11-13=-1116/2855 WEBS 2-16=-905/2159, 3-16=-492/402, 5-16=-1113/356, 5-14=0/350, 6-13=-41/647, 2-17=-1421/812, 8-11=-225/251, 9-11=-832/1993, 6-11=-1874/686 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 1-0-0, Exterior(2R) 1-0-0 to 5-11-15, Interior(1) 5-11-15 to 35-1-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=633, 17=630. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 46 lb up at 17-0-0, and 122 lb down and 46 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T48 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215207 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:49 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-SSIP3Gx2x2jsthBc4UgHDl?378U6Hnwt4Q7Fe5yAksK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-9=-60, 14-17=-20, 13-14=-30, 10-13=-20 Concentrated Loads (lb) Vert: 20=-75(F) 22=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T49 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215208 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-wesnHcyghMrjUrmpeBCWlzYANYo_0DJ0J4soAXyAksJ Scale = 1:60.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 3x10 5x8 4x8 5x6 3x10 6x8 5x12 2x4 4x4 2x4 4x4 2x4 2x4 6x8 4x8 6x8 7-9-9 7-9-9 15-3-10 7-6-1 23-7-2 8-3-8 29-3-13 5-8-11 35-4-0 6-0-3 7-9-9 7-9-9 15-3-10 7-6-1 19-5-6 4-1-12 23-7-2 4-1-12 29-3-13 5-8-11 35-4-0 6-0-3 4-10-3Plate Offsets (X,Y)-- [15:0-5-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.96 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in 0.45 -0.55 0.06 -0.12 (loc) 13-15 13 9 12-13 l/defl >935 >756 n/a 819 L/d 240 180 n/a 360 PLATES MT20 Weight: 251 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 1-16,8-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. WEBS 1 Row at midpt 1-15, 4-15, 8-10, 5-10 REACTIONS. (size)16=0-8-0, 9=Mechanical Max Uplift 16=-633(LC 12), 9=-630(LC 12) Max Grav 16=1559(LC 18), 9=1610(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1490/1412, 1-2=-2314/1973, 2-4=-2314/1973, 4-5=-3476/2688, 5-7=-1817/1507, 7-8=-1817/1507, 8-9=-1513/1369 BOT CHORD 13-15=-2688/3476, 12-13=-2688/3476, 10-12=-2688/3476 WEBS 1-15=-2232/2626, 2-15=-511/716, 4-15=-1346/828, 4-13=0/354, 5-12=-83/647, 7-10=-221/380, 8-10=-1841/2225, 5-10=-2090/1489 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-2-12 to 3-9-15, Exterior(2) 3-9-15 to 31-6-1, Corner(3) 31-6-1 to 35-1-4 zone;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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=633, 9=630. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 73 lb up at 17-0-0, and 115 lb down and 73 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss T49 Truss Type ATTIC Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215208 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:50 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-wesnHcyghMrjUrmpeBCWlzYANYo_0DJ0J4soAXyAksJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 13-16=-20, 12-13=-30, 9-12=-20 Concentrated Loads (lb) Vert: 19=-75(F) 21=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V1 Truss Type Valley Qty 4 Ply 1 2916227-CROCE Job Reference (optional) T26215209 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-D?nRl?132Vjjqwo9Y9q9YRKa3MQ99cN2wg3gwdyAksC Scale = 1:7.8 1 2 3 2x4 2-0-0 2-0-0 0-0-41-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=39(LC 12) Max Uplift 1=-15(LC 12), 2=-41(LC 12) Max Grav 1=55(LC 1), 2=45(LC 17), 3=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V2 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215210 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:15:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-ZybKoi5Bt2M0xhh6LiPKFV1P0N5bqsrn3xmRbqyAks7 Scale = 1:20.5 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 12-0-0 11-11-8 6-0-0 6-0-0 12-0-0 6-0-0 0-0-43-0-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.14 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-0. (lb) - Max Horz 1=-99(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-177(LC 12), 8=-177(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=306(LC 18), 8=306(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-217/381, 2-8=-218/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-4-7 zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=177, 8=177. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V3 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215211 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:15:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-189i026qeLUtYrFJvQwZniaZcnOgZJRxIbW_8HyAks6 Scale = 1:14.8 1 2 3 4 5 6 7 8 3x4 4x4 3x4 2x4 0-0-8 0-0-8 8-0-0 7-11-8 4-0-0 4-0-0 8-0-0 4-0-0 0-0-42-0-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.34 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-0, 3=7-11-0, 4=7-11-0 Max Horz 1=62(LC 11) Max Uplift 1=-64(LC 12), 3=-64(LC 12), 4=-113(LC 12) Max Grav 1=123(LC 21), 3=125(LC 18), 4=298(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-187/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 7-4-7 zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=113. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V4 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215212 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:15:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-WLi4DO7SOfckA?qVT7SoKw7mbBnvIn64XFFYgjyAks5 Scale = 1:7.7 1 2 3 2x4 3x4 2x4 0-0-8 0-0-8 4-0-0 3-11-8 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-0-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-0, 3=3-11-0 Max Horz 1=25(LC 11) Max Uplift 1=-49(LC 12), 3=-49(LC 12) Max Grav 1=110(LC 1), 3=110(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V5 Truss Type Valley Qty 3 Ply 1 2916227-CROCE Job Reference (optional) T26215213 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:15:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-WLi4DO7SOfckA?qVT7SoKw7ikBm6In64XFFYgjyAks5 Scale = 1:12.8 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-8, 3=3-11-8 Max Horz 1=90(LC 12) Max Uplift 1=-35(LC 12), 3=-80(LC 12) Max Grav 1=129(LC 1), 3=139(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V6 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215214 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:15:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-_XGSQk749zkbo9Ph0rz1s7fw2b8g1CBElv?5C9yAks4 Scale = 1:18.5 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 6-0-0 6-0-0 0-0-43-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.12 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-8, 4=5-11-8, 5=5-11-8 Max Horz 1=146(LC 12) Max Uplift 4=-56(LC 12), 5=-163(LC 12) Max Grav 1=65(LC 1), 4=97(LC 17), 5=283(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/138 WEBS 2-5=-271/469 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-10-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=163. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V7 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215215 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:15:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-Sjqqe48iwGsSPJ_uaYUHPLC3Z?SWmfIN_ZkekcyAks3 Scale = 1:24.3 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 0-0-44-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.21 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=202(LC 12) Max Uplift 4=-78(LC 12), 5=-217(LC 12) Max Grav 1=102(LC 1), 4=135(LC 17), 5=377(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-339/153 WEBS 2-5=-321/499 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-10-4 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=217. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V8 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215216 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:15:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-wwODrQ9Kha_I1SZ48G?WyYlFrOoMV7BXDDUCH2yAks2 Scale = 1:26.2 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-8-8 6-8-8 8-8-8 2-0-0 0-0-44-4-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.23 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-8-0. (lb) - Max Horz 1=221(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 7=-182(LC 12), 6=-106(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=314(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-362/168 WEBS 2-7=-252/361, 3-6=-164/307 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 8-6-12 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=182, 6=106. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V9 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215217 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:15:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-wwODrQ9Kha_I1SZ48G?WyYlE?OpdV6ZXDDUCH2yAks2 Scale = 1:20.4 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 6-8-8 6-8-8 0-0-43-4-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.15 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-8-0, 4=6-8-0, 5=6-8-0 Max Horz 1=166(LC 12) Max Uplift 4=-62(LC 12), 5=-185(LC 12) Max Grav 1=76(LC 1), 4=108(LC 17), 5=321(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-328/149 WEBS 2-5=-297/496 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-4-4, Interior(1) 3-4-4 to 6-6-12 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=185. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V10 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215218 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-D?nRl?132Vjjqwo9Y9q9YRKSaMMl9cN2wg3gwdyAksC Scale = 1:14.5 1 2 3 4 2x4 2x4 2x4 4-8-8 4-8-8 0-0-42-4-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-0, 3=4-8-0 Max Horz 1=110(LC 12) Max Uplift 1=-43(LC 12), 3=-98(LC 12) Max Grav 1=157(LC 1), 3=169(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-167/297 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-6-12 zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V11 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215219 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-hBLpyL2hppraS4NL6tLO4ftktmlqu3dC8JoDS3yAksB Scale = 1:9.6 1 2 3 2x4 2x4 2x4 2-8-8 2-8-8 0-0-41-4-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-8-0, 3=2-8-0 Max Horz 1=54(LC 12) Max Uplift 1=-21(LC 12), 3=-48(LC 12) Max Grav 1=77(LC 1), 3=83(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V12 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215220 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-9NvBAh3Ja7zR4EyXgasddsPtKA36dUrLNzYn?VyAksA Scale = 1:17.9 1 2 3 4 5 7 6 8 2x4 4x4 4x4 2x4 2x4 2x4 2x4 7-6-0 7-6-0 5-2-8 5-2-8 6-9-8 1-7-0 7-6-0 0-8-8 0-0-42-7-42-3-02-7-46.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-1], [4:0-2-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.19 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-5-8, 6=7-5-8, 7=7-5-8 Max Horz 1=109(LC 12) Max Uplift 1=-15(LC 12), 6=-60(LC 8), 7=-164(LC 12) Max Grav 1=110(LC 1), 6=128(LC 1), 7=310(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-255/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-9-0, Interior(1) 3-9-0 to 5-2-8, Exterior(2E) 5-2-8 to 7-3-4 zone;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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6 except (jt=lb) 7=164. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V13 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215221 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:14:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-9NvBAh3Ja7zR4EyXgasddsPphA4cdVKLNzYn?VyAksA Scale = 1:14.8 1 2 3 5 4 6 7 2x4 4x4 2x4 2x4 2x4 0-0-8 0-0-8 4-1-8 4-1-0 5-7-8 1-6-0 4-1-8 4-1-8 5-7-8 1-6-0 0-0-42-0-121-3-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.16 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-0, 4=5-7-0, 5=5-7-0 Max Horz 1=60(LC 12) Max Uplift 1=-60(LC 12), 4=-42(LC 12), 5=-71(LC 12) Max Grav 1=133(LC 1), 4=41(LC 18), 5=219(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-168/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-1-8, Exterior(2E) 4-1-8 to 5-5-12 zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. December 10,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2916227-CROCE Truss V14 Truss Type Valley Qty 1 Ply 1 2916227-CROCE Job Reference (optional) T26215222 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Dec 9 09:15:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ICosgV1F6SjT4Ux3jNjZihyPt0l-daTZN14xLQ6IhOXkEINs94y4LaQUMz7VcdHKXyyAks9 Scale: 1.5"=1' 1 2 3 2x4 3x4 2x4 0-0-8 0-0-8 3-7-8 3-7-0 2-1-8 2-1-8 3-7-8 1-6-0 0-0-41-0-120-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-2-0, 3=4-2-0 Max Horz 1=28(LC 11) Max Uplift 1=-53(LC 12), 3=-53(LC 12) Max Grav 1=120(LC 1), 3=120(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 10,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths