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Home My WebLink AboutAPPROVED REVISED TRUSS CUTS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 3036061-GROZA-HOOD - Groza Builders Inc - Tortuga - Hood Res. Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 73 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: 5112PIN Customer Info: Groza Builders Inc Project Name: 5112PIN Model: 5112 PINETREE DR - HOOD RES. Subdivision: 5112 PINETREE DR - HOOD RES. Address: 5112 PINETREE DR, . 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: January 24,2022 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin 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 T26610456 C1 Date 1/24/222T26610457C1C1/24/223T26610458C21/24/224T26610459C31/24/225T26610460C41/24/226T26610461C51/24/227T26610462C5A1/24/228T26610463C61/24/229T26610464J11/24/2210T26610465J1HA1/24/2211T26610466J1HB1/24/2212T26610467J21/24/2213T26610468J31/24/2214T26610469J3A1/24/2215T26610470J41/24/2216T26610471J51/24/2217T26610472J61/24/2218T26610473J71/24/2219T26610474K11/24/2220T26610475K21/24/2221T26610476K31/24/2222T26610477K41/24/22 No.Seal#Truss Name 23 T26610478 K5 Date 1/24/2224T26610479K61/24/2225T26610480K71/24/2226T26610481T11/24/2227T26610482T21/24/2228T26610483T31/24/2229T26610484T41/24/2230T26610485T51/24/2231T26610486T61/24/2232T26610487T71/24/2233T26610488T81/24/2234T26610489T91/24/2235T26610490T101/24/2236T26610491T111/24/2237T26610492T121/24/2238T26610493T131/24/2239T26610494T141/24/2240T26610495T151/24/2241T26610496T161/24/2242T26610497T171/24/2243T26610498T181/24/2244T26610499T191/24/22 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 3036061-GROZA-HOOD - Groza Builders Inc - Tortuga - Hood Res. 2 of 2 Site Information: Lot/Block: 5112PIN Customer Info: Groza Builders Inc Project Name: 5112PIN Model: 5112 PINETREE DR - HOOD RES. Subdivision: 5112 PINETREE DR - HOOD RES. Address: 5112 PINETREE DR, . State: FLCity: Fort Pierce No.Seal#Truss Name 45 T26610500 T20 Date 1/24/2246T26610501T211/24/2247T26610502T221/24/2248T26610503T231/24/2249T26610504T241/24/2250T26610505T251/24/2251T26610506T261/24/2252T26610507T271/24/2253T26610508T281/24/2254T26610509T291/24/2255T26610510T29A1/24/2256T26610511T301/24/2257T26610512T311/24/2258T26610513T321/24/2259T26610514T331/24/2260T26610515T341/24/2261T26610516T351/24/2262T26610517T361/24/2263T26610518T371/24/2264T26610519T381/24/2265T26610520T38TR1/24/2266T26610521T391/24/2267T26610522T39TR1/24/2268T26610523T401/24/2269T26610524T411/24/2270T26610525T421/24/2271T26610526T431/24/2272T26610527T441/24/2273T26610528T451/24/22 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss C1 Truss Type Jack-Open Qty 11 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610456 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:14:54 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-LSpSo8A2ZwrwpFdDVtO54fN8Q5vawAo?YGOZ5CztAiF Scale = 1:6.5 1 2 3 4 2x4 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-10-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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)2=0-8-0, 4=Mechanical Max Horz 2=68(LC 10) Max Uplift 2=-148(LC 10), 4=-14(LC 7) Max Grav 2=120(LC 15), 4=27(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 100 lb uplift at joint(s) 4 except (jt=lb) 2=148. (3)- 0.131x3.5" TOENAILS January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss C1C Truss Type Jack-Open Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610457 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:14:55 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-pfMq?TBgKEznRPCP3bvKdswJAVFsfd29nw86eeztAiE Scale = 1:6.5 1 2 4 3 2x4 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-10-9-10-4-100-9-15.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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=0-1-8 Max Horz 3=63(LC 10) Max Uplift 2=-177(LC 10) Max Grav 3=51(LC 10), 2=125(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=177. (3)- 0.131x3.5" TOENAILS January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss C2 Truss Type Jack-Open Qty 6 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610458 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:14:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-HrwCDpCI5X5e2ZnbdIQZ94TTJvYLO4II?atfA5ztAiD Scale = 1:10.8 1 2 3 4 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.00 (loc) 4-7 4-7 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=113(LC 10) Max Uplift 3=-75(LC 10), 2=-210(LC 10), 4=-51(LC 7) Max Grav 3=68(LC 15), 2=172(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=210. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss C3 Truss Type Jack-Open Qty 2 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610459 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:14:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-HrwCDpCI5X5e2ZnbdIQZ94TOjvU7O4II?atfA5ztAiD Scale = 1:14.9 1 2 3 4 3x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-12-5-10-4-72-0-102-5-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.53 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.06 -0.00 (loc) 4-7 4-7 3 l/defl >866 >928 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=163(LC 10) Max Uplift 3=-120(LC 10), 2=-171(LC 10), 4=-1(LC 10) Max Grav 3=140(LC 15), 2=253(LC 15), 4=86(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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 100 lb uplift at joint(s) 4 except (jt=lb) 3=120, 2=171. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss C4 Truss Type Jack-Open Qty 8 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610460 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:14:57 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-l1UaQ9CwsrDVgjLoA?xoiH?fgJxJ7XYSEEdDiXztAiC Scale = 1:6.5 1 2 4 3 2x4 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-10-9-10-4-100-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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 Max Horz 2=63(LC 10) Max Uplift 3=-2(LC 7), 2=-148(LC 10) Max Grav 3=23(LC 6), 2=120(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=148. (3)- 0.131x3.5" TOENAILS January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss C5 Truss Type Jack-Open Qty 5 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610461 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:14:58 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-DE2yeVDYd9MMItw_kjS1EVYppjEps_obTuMmFzztAiB Scale = 1:10.8 1 2 3 4 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.00 (loc) 4-7 4-7 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=113(LC 10) Max Uplift 3=-75(LC 10), 2=-210(LC 10), 4=-51(LC 7) Max Grav 3=68(LC 15), 2=172(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=210. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss C5A Truss Type Jack-Open Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610462 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:14:58 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-DE2yeVDYd9MMItw_kjS1EVYqfjFZs_obTuMmFzztAiB Scale = 1:10.8 1 2 5 3 4 2x4 2x4 3x4 1-1-1 1-1-1 3-0-0 1-10-15 1-1-1 1-1-1 3-0-0 1-10-15 0-3-80-9-81-7-10-9-85.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.18 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 5=46(LC 10) Max Uplift 5=-44(LC 10), 3=-75(LC 10) Max Grav 5=103(LC 1), 3=82(LC 15), 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-1-1, Exterior(2R) 1-1-1 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) 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) 5, 3. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss C6 Truss Type Jack-Open Qty 2 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610463 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:14:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-hQcLrrEAOSUDv0VAIQ_Gni5uz6WqbR2kiY6JnPztAiA Scale = 1:14.9 1 2 3 4 3x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-12-5-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.53 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.06 -0.00 (loc) 4-7 4-7 3 l/defl >866 >928 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=163(LC 10) Max Uplift 3=-120(LC 10), 2=-171(LC 10), 4=-1(LC 10) Max Grav 3=140(LC 15), 2=253(LC 15), 4=86(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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 100 lb uplift at joint(s) 4 except (jt=lb) 3=120, 2=171. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss J1 Truss Type Jack-Open Qty 9 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610464 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:14:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-hQcLrrEAOSUDv0VAIQ_Gni5vG6XtbR2kiY6JnPztAiA Scale = 1:14.2 1 2 3 4 3x4 4-8-0 4-8-0 -1-0-0 1-0-0 4-8-0 4-8-0 0-4-12-3-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.45 0.39 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.05 -0.00 (loc) 4-7 4-7 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 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=155(LC 10) Max Uplift 3=-111(LC 10), 2=-167(LC 10), 4=-1(LC 10) Max Grav 3=130(LC 15), 2=241(LC 15), 4=81(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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 100 lb uplift at joint(s) 4 except (jt=lb) 3=111, 2=167. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss J1HA Truss Type Jack-Open Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610465 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:00 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-AcAj2BFp8mc4XA4Ms8VVKwd7nWspKtwuwCrtJsztAi9 Scale = 1:11.5 1 2 3 6 4 5 4x4 3x4 2x4 3-4-13 3-4-13 4-7-3 1-2-6 4-8-0 0-0-13 -1-0-0 1-0-0 3-4-13 3-4-13 4-8-0 1-3-3 0-4-11-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.27 0.41 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.06 -0.02 (loc) 6-9 6-9 4 l/defl >764 >859 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=125(LC 10) Max Uplift 4=-31(LC 6), 2=-178(LC 10), 5=-69(LC 10) Max Grav 4=33(LC 1), 2=241(LC 15), 5=142(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-179/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=178. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss J1HB Truss Type Jack-Open Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610466 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:01 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-epk5GXFRv3kx9KfZPr0ks7AJDwDw3J219sbQrIztAi8 Scale = 1:10.9 1 2 3 4 5 8 7 6 4x4 2x4 3x4 3x4 2x4 1-4-13 1-4-13 4-8-0 3-3-3 -1-0-0 1-0-0 1-4-13 1-4-13 4-8-0 3-3-3 0-4-10-11-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.23 0.36 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 0.00 (loc) 7-8 7-8 2 l/defl >998 >894 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=75(LC 10) Max Uplift 7=-111(LC 7), 2=-184(LC 10) Max Grav 7=179(LC 1), 2=220(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-251/321 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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) 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=111, 2=184. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss J2 Truss Type Jack-Open Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610467 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:01 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-epk5GXFRv3kx9KfZPr0ks7AIkwHk3KX19sbQrIztAi8 Scale = 1:9.8 1 2 8 3 9 4 3x4 2-6-8 2-6-8 -1-0-0 1-0-0 2-6-8 2-6-8 0-4-11-4-120-4-71-0-51-4-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.26 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 2-6-8 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=101(LC 21) Max Uplift 3=-62(LC 21), 2=-283(LC 8), 4=-6(LC 21) Max Grav 3=70(LC 13), 2=345(LC 1), 4=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=283. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 162 lb up at -0-8-3 on top chord, and 68 lb down and 59 lb up at 1-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=-123 9=-68(B) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss J3 Truss Type Jack-Open Qty 3 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610468 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:02 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-6?ITTtG3gNsnmUElzZXzPLjVPKdLonnBOWK_OkztAi7 Scale = 1:9.9 1 2 3 4 2x4 2-7-1 2-7-1 -1-0-0 1-0-0 2-7-1 2-7-1 0-4-11-5-01-0-91-5-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 2-7-1 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=102(LC 10) Max Uplift 3=-50(LC 10), 2=-143(LC 10) Max Grav 3=64(LC 15), 2=164(LC 15), 4=43(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=143. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss J3A Truss Type Jack-Open Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610469 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:03 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-aBrrhDHhRh_eOepxXG2CxYFhMkzRXE1KcA4XwBztAi6 Scale = 1:9.9 1 2 5 3 4 2x4 2x4 3x4 1-3-1 1-3-1 2-6-5 1-3-4 2-7-1 0-0-12 1-3-1 1-3-1 2-7-1 1-4-0 0-3-80-10-51-5-00-10-55.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.12 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 5=31(LC 10) Max Uplift 5=-39(LC 10), 3=-63(LC 10) Max Grav 5=88(LC 1), 3=68(LC 15), 4=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-3-1, Exterior(2R) 1-3-1 to 2-6-5 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) 5, 3. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss J4 Truss Type Jack-Open Qty 8 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610470 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:03 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-aBrrhDHhRh_eOepxXG2CxYFW0kqoXE1KcA4XwBztAi6 Scale = 1:16.7 1 2 3 4 3x4 5-11-1 5-11-1 -1-0-0 1-0-0 5-11-1 5-11-1 0-4-12-9-102-5-42-9-105.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.78 0.65 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.12 -0.00 (loc) 4-7 4-7 3 l/defl >541 >590 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=186(LC 10) Max Uplift 3=-146(LC 10), 2=-184(LC 10) Max Grav 3=169(LC 15), 2=289(LC 15), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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 100 lb uplift at joint(s) except (jt=lb) 3=146, 2=184. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss J5 Truss Type Jack-Open Qty 7 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610471 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:04 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-2OPEuYIJC_6V0oO85_ZRUmohu78kGhHUrqp4SdztAi5 Scale = 1:14.7 1 2 3 4 4x4 4-11-1 4-11-1 -1-0-0 1-0-0 4-11-1 4-11-1 0-4-12-4-102-0-42-4-105.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.78 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 0.16 -0.00 (loc) 4-7 4-7 3 l/defl >335 >366 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=161(LC 10) Max Uplift 3=-137(LC 10), 2=-276(LC 10), 4=-88(LC 10) Max Grav 3=124(LC 15), 2=239(LC 1), 4=85(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 100 lb uplift at joint(s) 4 except (jt=lb) 3=137, 2=276. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss J6 Truss Type Jack-Open Qty 6 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610472 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:05 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-Wazc6uJxzIEMexzKeh4g1zL_?XcB?8Xd4UZe_3ztAi4 Scale = 1:12.8 1 2 3 4 2x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-4-12-0-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.30 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.00 (loc) 4-7 4-7 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 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=138(LC 10) Max Uplift 3=-92(LC 10), 2=-158(LC 10) Max Grav 3=109(LC 15), 2=215(LC 15), 4=68(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=158. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss J7 Truss Type Jack-Open Qty 2 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610473 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:05 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-Wazc6uJxzIEMexzKeh4g1zL?3XdS?8Xd4UZe_3ztAi4 Scale = 1:10.8 1 2 3 4 3x4 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.00 (loc) 4-7 4-7 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=113(LC 10) Max Uplift 3=-75(LC 10), 2=-210(LC 10), 4=-51(LC 7) Max Grav 3=68(LC 15), 2=172(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=210. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss K1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610474 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-_mX_JEJakcMDF5XWCOcvZBt4nxu1kbnmJ8IBXVztAi3 Scale = 1:15.4 1 2 8 3 9 10 4 3x4 6-7-3 6-7-3 -1-5-0 1-5-0 3-3-10 3-3-10 6-7-3 3-3-10 0-3-132-3-20-4-11-11-12-3-23.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.62 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.18 -0.00 (loc) 4-7 4-7 3 l/defl >350 >430 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=155(LC 21) Max Uplift 3=-160(LC 8), 2=-317(LC 8), 4=-77(LC 8) Max Grav 3=157(LC 25), 2=333(LC 1), 4=117(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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=160, 2=317. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 105 lb up at 4-4-12, and 114 lb down and 105 lb up at 4-4-12 on top chord, and 32 lb down and 7 lb up at 1-6-12, 28 lb down and 19 lb up at 1-6-12, and 9 lb down and 65 lb up at 4-4-12, and 9 lb down and 65 lb up at 4-4-12 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: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=-2(F=-1, B=-1) 9=0(F) 10=-17(F=-9, B=-9) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss K2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610475 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:07 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-Sz5MWaKCVvU4tF6jm6786OQMjLJsT20wXo2l3yztAi2 Scale = 1:9.8 1 2 3 8 4 2x4 3-7-2 3-7-2 -1-5-0 1-5-0 3-7-2 3-7-2 0-3-131-4-81-0-71-4-83.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.16 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 3-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=102(LC 8) Max Uplift 3=-69(LC 8), 2=-231(LC 8), 4=-7(LC 5) Max Grav 3=84(LC 25), 2=229(LC 25), 4=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=231. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 19 lb up at 1-6-12, and 28 lb down and 19 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss K3 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610476 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:07 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-Sz5MWaKCVvU4tF6jm6786OQMjLJnT20wXo2l3yztAi2 Scale = 1:9.7 1 2 3 8 4 2x4 3-7-15 3-7-15 -1-5-0 1-5-0 3-7-15 3-7-15 0-3-131-4-123.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.16 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 3-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-71(LC 8), 2=-232(LC 8), 4=-7(LC 5) Max Grav 3=85(LC 25), 2=231(LC 25), 4=60(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=232. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 19 lb up at 1-6-12, and 28 lb down and 19 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss K4 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610477 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:08 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-x9fkkwLqGDcxVPhvKpeNecyTWlcFCRs3mSnIbOztAi1 Scale = 1:18.1 1 2 3 7 6 5 11 4 12 13 2x4 2x4 2x4 3x4 3x6 4-2-4 4-2-4 8-3-12 4-1-8 8-4-8 0-0-12 -1-5-0 1-5-0 4-2-4 4-2-4 8-4-8 4-2-4 0-3-132-9-73.54 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.41 0.38 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.01 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 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 7-4-1 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-11-5, 6=Mechanical Max Horz 2=187(LC 21) Max Uplift 4=-172(LC 8), 2=-386(LC 8), 6=-205(LC 8) Max Grav 4=169(LC 25), 2=419(LC 1), 6=301(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-736/575 BOT CHORD 2-7=-647/697, 6-7=-647/697 WEBS 3-6=-729/677 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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) except (jt=lb) 4=172, 2=386, 6=205. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 105 lb up at 4-4-12, 114 lb down and 105 lb up at 4-4-12, and 160 lb down and 154 lb up at 7-2-11, and 160 lb down and 154 lb up at 7-2-11 on top chord, and 32 lb down and 7 lb up at 1-6-12, 28 lb down and 19 lb up at 1-6-12, 9 lb down and 65 lb up at 4-4-12, 9 lb down and 65 lb up at 4-4-12, and 44 lb down and 24 lb up at 7-2-11, and 44 lb down and 24 lb up at 7-2-11 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=-54, 5-8=-20 Concentrated Loads (lb) Vert: 7=-17(F=-9, B=-9) 3=-2(F=-1, B=-1) 11=-99(F=-50, B=-50) 12=0(F) 13=-69(F=-34, B=-34) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss K5 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610478 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:09 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-PLD7xGMS1Xko6ZG5tX9cBpVax8vuxyWD?6Xr7qztAi0 Scale: 3/4"=1' 1 2 8 3 9 10 4 3x4 6-10-12 6-10-12 -1-5-0 1-5-0 3-5-6 3-5-6 6-10-12 3-5-6 0-3-132-4-30-4-12-0-22-4-33.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.69 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 0.27 -0.00 (loc) 4-7 4-7 3 l/defl >251 >306 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=160(LC 21) Max Uplift 3=-178(LC 8), 2=-419(LC 8), 4=-129(LC 8) Max Grav 3=163(LC 1), 2=344(LC 1), 4=122(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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) except (jt=lb) 3=178, 2=419, 4=129. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 105 lb up at 4-4-12, and 114 lb down and 105 lb up at 4-4-12 on top chord, and 94 lb down and 7 lb up at 1-6-12, 89 lb down and 3 lb up at 1-6-12, and 16 lb down and 4 lb up at 4-4-12, and 16 lb down and 4 lb up at 4-4-12 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: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=-2(F=-1, B=-1) 9=0(F) 10=-17(F=-9, B=-9) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss K6 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610479 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:10 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-tYmV9cM4oqsfkjrHREgrk12pmYIHgPmMDmGPgHztAi? Scale = 1:13.7 1 2 8 3 9 10 4 3x4 5-7-14 5-7-14 -1-5-0 1-5-0 2-9-15 2-9-15 5-7-14 2-9-15 0-3-131-11-131-7-121-11-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.43 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.10 -0.00 (loc) 4-7 4-7 3 l/defl >599 >706 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 5-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-140(LC 8), 2=-287(LC 8), 4=-95(LC 8) Max Grav 3=139(LC 25), 2=301(LC 25), 4=100(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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=140, 2=287. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 104 lb up at 4-4-12, and 108 lb down and 104 lb up at 4-4-12 on top chord, and 32 lb down and 7 lb up at 1-6-12, 28 lb down and 19 lb up at 1-6-12, and 9 lb down and 65 lb up at 4-4-12, and 9 lb down and 65 lb up at 4-4-12 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: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=-5(F=-2, B=-2) 9=0(F) 10=-19(F=-9, B=-9) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss K7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610480 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:10 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-tYmV9cM4oqsfkjrHREgrk12sOYK0gPmMDmGPgHztAi? Scale = 1:10.7 1 2 3 8 4 3x4 4-2-15 4-2-15 -1-5-0 1-5-0 4-2-15 4-2-15 0-3-131-6-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 0.03 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=113(LC 8) Max Uplift 3=-100(LC 8), 2=-315(LC 8), 4=-72(LC 8) Max Grav 3=101(LC 25), 2=244(LC 25), 4=71(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=100, 2=315. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 7 lb up at 1-6-12, and 89 lb down and 3 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=0(F) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T1 Truss Type Half Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610481 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:11 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-LkKtMyNiZ8_WMsQU?yB4GEa_1ygKPq6VSP0yCjztAi_ Scale = 1:20.2 1 2 3 4 5 8 7 6 12 13 14 15 16 4x4 2x4 2x4 2x4 4x4 2x4 4x4 2-7-1 2-7-1 7-10-0 5-2-15 9-10-8 2-0-8 -1-0-0 1-0-0 2-7-1 2-7-1 6-2-13 3-7-11 7-10-0 1-7-3 9-10-8 2-0-8 0-4-11-5-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.40 0.22 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-4-0 Max Horz 2=105(LC 25) Max Uplift 2=-253(LC 8), 7=-256(LC 8) Max Grav 2=384(LC 29), 7=481(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-588/238, 3-4=-537/231 BOT CHORD 2-8=-239/532 WEBS 4-7=-387/320, 4-8=-236/549 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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=253, 7=256. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 72 lb up at 2-7-1, and 96 lb down and 62 lb up at 4-7-13, and 96 lb down and 62 lb up at 6-7-13 on top chord, and 59 lb down and 23 lb up at 2-7-1, 19 lb down at 4-7-13, and 19 lb down at 6-7-13, and 16 lb down at 8-7-13 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=-54, 3-5=-54, 6-9=-20 Concentrated Loads (lb) Vert: 3=-4(F) 8=-23(F) 12=-4(F) 13=-4(F) 14=-10(F) 15=-10(F) 16=-8(F) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T2 Truss Type Half Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610482 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:24 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-TEdn5OXsV8dgPsw_FAw7I_dBqB4XyjGQRxf88TztAhn Scale = 1:20.4 1 2 3 4 5 7 6 2x4 4x4 2x4 4x8 6x8 4-7-1 4-7-1 8-0-0 3-4-15 -1-0-0 1-0-0 4-7-1 4-7-1 8-0-0 3-4-15 9-10-8 1-10-8 0-4-12-3-05.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.46 0.34 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 0.00 (loc) 7-10 7-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 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* 4-6: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 6=0-4-0 Max Horz 2=155(LC 10) Max Uplift 2=-219(LC 10), 6=-366(LC 10) Max Grav 2=354(LC 15), 6=410(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-375/298, 4-6=-231/568 BOT CHORD 2-7=-364/377, 6-7=-366/387 WEBS 3-6=-452/427 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 4-7-1, Exterior(2E) 4-7-1 to 9-10-8 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) 2=219, 6=366. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T3 Truss Type Half Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610483 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:37 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-akviprh0R7GqTsPUWPfAKjfPcRW5VdlKRSJK6CztAha Scale = 1:21.1 1 2 3 4 5 7 610 4x4 2x4 2x4 4x4 3x4 2x4 3-3-9 3-3-9 6-7-1 3-3-9 7-10-0 1-2-15 9-10-8 2-0-8 -1-0-0 1-0-0 3-3-9 3-3-9 6-7-1 3-3-9 7-10-0 1-2-15 9-10-8 2-0-8 0-4-13-1-05.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.45 0.37 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 -0.00 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-8-0, 7=0-4-0 Max Horz 2=205(LC 8) Max Uplift 6=-178(LC 6), 2=-220(LC 21), 7=-436(LC 8) Max Grav 6=301(LC 1), 2=333(LC 13), 7=1102(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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) 6=178, 2=220, 7=436. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 935 lb down and 247 lb up at 8-7-13 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=-54, 3-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 10=-935(B) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T4 Truss Type Jack-Closed Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610484 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:49 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-E2dELxrYcpn7viKnDwt_pF9U1GVTJ2Q5BKDzXWztAhO Scale = 1:14.2 1 2 36 4x4 2x4 2x4 4-8-0 4-8-0 2-8-12 2-8-12 4-8-0 1-11-4 0-4-12-3-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.78 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.08 0.00 (loc) 3-5 3-5 3 l/defl >704 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 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 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. REACTIONS. (size)1=0-8-0, 3=Mechanical Max Horz 1=114(LC 8) Max Uplift 1=-304(LC 8), 3=-422(LC 8) Max Grav 1=470(LC 1), 3=550(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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) except (jt=lb) 1=304, 3=422. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 64 lb up at 1-1-13, and 602 lb down and 490 lb up at 2-8-12 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=-54, 1-3=-20 Concentrated Loads (lb) Vert: 5=-83(B) 6=-602(B) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T5 Truss Type Roof Special Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610485 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-XOYupKwxyzf7FnM77vVdbkyhA5_hS8R7owPrHcztAhH Scale = 1:19.8 1 2 3 4 5 6 9 8 7 4x4 4x4 4x4 2x4 5x6 3x4 2x4 3x4 4-8-0 4-8-0 6-0-0 1-4-0 8-0-0 2-0-0 10-8-0 2-8-0 -1-0-0 1-0-0 4-8-0 4-8-0 6-0-0 1-4-0 8-0-0 2-0-0 10-8-0 2-8-0 0-4-11-5-62-3-61-5-62-3-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.43 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 -0.02 (loc) 9-12 9-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-12 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=107(LC 8) Max Uplift 7=-470(LC 8), 2=-549(LC 8) Max Grav 7=622(LC 1), 2=675(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1171/916, 3-4=-1060/891, 4-5=-1148/931 BOT CHORD 2-9=-835/1047, 8-9=-841/1060, 7-8=-925/1123 WEBS 5-7=-1235/1018 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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) 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) 7=470, 2=549. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 301 lb down and 334 lb up at 4-8-0, and 301 lb down and 334 lb up at 6-0-0 on top chord, and 101 lb down and 126 lb up at 4-8-0, and 101 lb down and 126 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 7-10=-20 Concentrated Loads (lb) Vert: 3=-133(F) 4=-133(F) 9=-99(F) 8=-99(F) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T6 Truss Type GABLE Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610486 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:58 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-TngeE0yBUavrU5WWFJX5g91ztvY6wyZQGDuxLVztAhF Scale = 1:51.3 1 2 3 4 7 10 13 14 15 5 6 8 9 11 12 21 20 19 18 17 1638394041424344 45 46 4x4 3x8 3x8 4x6 5x6 3x4 3x4 3x8 3x4 3x4 4x12 5x8 4x8 5x8 4x8 3x4 5-8-7 5-8-7 10-1-11 4-5-4 15-0-6 4-10-12 19-10-15 4-10-9 24-9-7 4-10-9 29-8-0 4-10-9 -1-0-0 1-0-0 5-8-7 5-8-7 10-1-11 4-5-4 15-0-6 4-10-12 19-10-15 4-10-9 24-9-7 4-10-9 29-8-0 4-10-9 0-4-16-7-30-6-12-3-65.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-5-0,0-3-0], [9:0-5-0,0-3-0], [13:0-7-4,0-4-0], [15:0-8-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MSH 0.61 0.88 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.34 0.09 (loc) 18-20 18-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing. JOINTS 1 Brace at Jt(s): 6, 9, 12 REACTIONS. (size)15=0-4-0, 2=0-8-0 Max Horz 2=292(LC 7) Max Uplift 15=-1062(LC 8), 2=-1037(LC 8) Max Grav 15=1745(LC 1), 2=1612(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3606/2211, 3-4=-3200/2056, 4-7=-2240/1458, 7-10=-2236/1455, 10-13=-2793/1697, 13-14=-3398/2084, 14-15=-3474/2081 BOT CHORD 2-21=-1959/3296, 20-21=-1962/3289, 18-20=-1715/2932, 17-18=-1494/2704, 16-17=-1851/3190, 15-16=-1848/3165 WEBS 3-20=-577/372, 5-20=-511/818, 4-5=-518/829, 4-6=-1146/851, 6-18=-1017/753, 8-18=-845/1383, 7-8=-875/1429, 9-18=-779/449, 9-10=-796/463, 11-17=-129/445, 10-11=-121/434, 12-17=-600/385, 12-13=-758/504, 13-16=-37/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1062, 2=1037. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 lb down and 149 lb up at 24-7-4 on top chord, and 530 lb down and 442 lb up at 10-8-12, 43 lb down and 21 lb up at 12-7-4, 43 lb down and 21 lb up at 14-7-4, 43 lb down and 21 lb up at 16-7-4, 43 lb down and 21 lb up at 18-7-4, 43 lb down and 21 lb up at 20-7-4, 43 lb down and 21 lb up at 22-7-4, 43 lb down and 21 lb up at 24-7-4, and 112 lb down and 89 lb up at 26-7-4, and 159 lb down and 131 lb up at 28-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T6 Truss Type GABLE Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610486 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:58 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-TngeE0yBUavrU5WWFJX5g91ztvY6wyZQGDuxLVztAhF 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: 1-7=-54, 7-13=-54, 13-14=-54, 14-15=-54, 2-33=-20 Concentrated Loads (lb) Vert: 13=-54(F) 16=-36(F) 38=-530(F) 39=-36(F) 40=-36(F) 41=-36(F) 42=-36(F) 43=-36(F) 44=-36(F) 45=-112(F) 46=-159(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 3036061-GROZA-HOOD Truss T7 Truss Type Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610487 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-xzE0RMypFu1i6E5ip12KDMa6?IxCfUUaVteVuxztAhE Scale = 1:51.7 1 2 3 4 5 6 7 8 12 11 10 9 19 20 21 22 3x4 4x8 4x8 4x4 3x4 3x4 2x4 5x8 3x4 3x4 2x4 6-10-3 6-10-3 14-6-8 7-8-5 15-6-5 0-11-13 23-2-10 7-8-6 29-8-0 6-5-6 -1-0-0 1-0-0 6-10-3 6-10-3 14-6-8 7-8-5 15-6-5 0-11-13 23-2-10 7-8-6 29-8-0 6-5-6 0-4-16-4-120-6-16-4-125.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-1-13], [6:0-4-0,0-1-13], [8:0-0-0,0-1-2], [11:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.71 0.69 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.32 0.09 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 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. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-11, 7-10 REACTIONS. (size)8=0-4-0, 2=0-8-0 Max Horz 2=284(LC 9) Max Uplift 8=-623(LC 10), 2=-711(LC 10) Max Grav 8=1097(LC 1), 2=1153(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2327/1710, 3-5=-1564/1241, 5-6=-1376/1255, 6-7=-1564/1241, 7-8=-2233/1662 BOT CHORD 2-12=-1475/2200, 11-12=-1475/2200, 10-11=-818/1376, 9-10=-1427/2001, 8-9=-1427/2001 WEBS 3-12=0/304, 3-11=-954/707, 5-11=-205/450, 6-10=-184/424, 7-10=-834/654, 7-9=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-2-9, Exterior(2R) 7-2-9 to 22-10-4, Interior(1) 22-10-4 to 24-5-13, Exterior(2E) 24-5-13 to 29-8-0 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) 8=623, 2=711. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T8 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610488 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:16:00 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-P9oOeizR0C9ZkOguMkaZla6F6iGaOtjjjXN2QNztAhD Scale = 1:51.7 1 2 3 4 5 67 8 9 10 11 12 17 16 15 14 13 23 24 25 26 27 28 29 30 5x8 4x6 4x6 3x6 5x6 3x4 2x4 3x4 5x6 2x4 3x4 2x4 3x4 5x8 8-1-0 4-6-06-3-7 6-3-7 12-1-12 5-10-5 20-6-4 8-4-8 25-7-12 5-1-8 29-8-0 4-0-4 -1-0-0 1-0-0 6-3-7 6-3-7 12-1-12 5-10-5 12-6-8 0-4-12 15-2-8 2-8-0 16-4-6 1-1-14 17-5-3 1-0-13 18-11-2 1-5-14 20-6-4 1-7-2 25-7-12 5-1-8 29-8-0 4-0-4 0-4-15-6-126-0-90-6-15-6-125.00 12 Plate Offsets (X,Y)-- [2:0-5-9,0-1-11], [5:0-2-0,0-2-8], [8:0-3-0,Edge], [12:0-8-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.88 0.75 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.52 0.07 (loc) 14 14-16 12 l/defl >999 >682 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-12: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-15: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-16,4-9,10-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-9 REACTIONS. (size)2=0-8-0, 12=0-4-0 Max Horz 2=269(LC 9) Max Uplift 2=-568(LC 10), 12=-449(LC 10) Max Grav 2=1547(LC 15), 12=1529(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3246/1564, 3-4=-2602/1198, 4-5=-489/189, 5-6=-450/143, 6-7=-111/794, 6-8=-47/469, 9-10=-2353/1190, 10-11=-2666/1139, 11-12=-3556/1607 BOT CHORD 2-17=-1343/3141, 16-17=-1343/3141, 14-16=-819/2414, 13-14=-1421/3280, 12-13=-1421/3280 WEBS 3-16=-794/572, 4-16=-110/812, 4-7=-1914/1075, 7-9=-2691/1165, 10-14=0/588, 11-14=-1104/634 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-4-5, Exterior(2R) 7-4-5 to 12-6-8, Exterior(2E) 12-6-8 to 15-2-14, Exterior(2R) 15-2-14 to 21-6-10, Interior(1) 21-6-10 to 24-5-13, Exterior(2E) 24-5-13 to 29-8-0 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) 150.0lb AC unit load placed on the top chord, 16-4-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=568, 12=449. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T8 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610488 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:16:00 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-P9oOeizR0C9ZkOguMkaZla6F6iGaOtjjjXN2QNztAhD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-6=-54, 6-8=-54, 8-12=-54, 2-16=-20, 14-16=-40, 14-20=-20 Concentrated Loads (lb) Vert: 25=-75 27=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-44, 5-6=-44, 6-8=-44, 8-12=-44, 2-16=-35, 16-30=-70, 14-30=-55, 14-20=-35 Concentrated Loads (lb) Vert: 25=-75 27=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-6=-14, 6-8=-14, 8-12=-14, 2-16=-40, 14-16=-60, 14-20=-40 Concentrated Loads (lb) Vert: 25=-75 27=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=120, 2-23=67, 23-24=55, 5-24=80, 5-6=67, 6-8=80, 8-28=80, 28-29=55, 12-29=67, 2-16=-10, 14-16=-30, 14-20=-10 Horz: 1-2=-128, 2-23=-76, 23-24=-63, 5-24=-88, 6-8=-88, 8-28=88, 28-29=63, 12-29=76 Concentrated Loads (lb) Vert: 25=-75 27=-75 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=-45, 5-6=-45, 6-8=-45, 8-12=-45, 2-16=-20, 14-16=-40, 14-20=-20 Horz: 1-2=-19, 2-5=31, 6-8=31, 8-12=-31 Concentrated Loads (lb) Vert: 25=-75 27=-75 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-5=17, 5-25=52, 6-25=30, 6-8=17, 8-12=36, 2-16=-10, 14-16=-30, 14-20=-10 Horz: 1-2=-58, 2-5=-26, 6-8=-26, 8-12=44 Concentrated Loads (lb) Vert: 25=-75 27=-75 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-5=36, 5-26=30, 6-26=52, 6-8=36, 8-12=17, 2-16=-10, 14-16=-30, 14-20=-10 Horz: 1-2=-33, 2-5=-44, 6-8=-44, 8-12=26 Concentrated Loads (lb) Vert: 25=-75 27=-75 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-38, 5-6=-16, 6-8=-38, 8-12=7, 2-16=-20, 14-16=-40, 14-20=-20 Horz: 1-2=12, 2-5=24, 6-8=24, 8-12=21 Concentrated Loads (lb) Vert: 25=-75 27=-75 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-5=7, 5-6=-16, 6-8=7, 8-12=-38, 2-16=-20, 14-16=-40, 14-20=-20 Horz: 1-2=-33, 2-5=-21, 6-8=-21, 8-12=-24 Concentrated Loads (lb) Vert: 25=-75 27=-75 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=84, 2-5=52, 5-6=52, 6-8=52, 8-12=52, 2-16=-10, 14-16=-30, 14-20=-10 Horz: 1-2=-93, 2-5=-61, 6-8=-61, 8-12=61 Concentrated Loads (lb) Vert: 25=-75 27=-75 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-5=19, 5-6=19, 6-8=19, 8-12=19, 2-16=-10, 14-16=-30, 14-20=-10 Horz: 1-2=-60, 2-5=-28, 6-8=-28, 8-12=28 Concentrated Loads (lb) Vert: 25=-75 27=-75 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-5=-16, 5-6=-16, 6-8=-16, 8-12=-16, 2-16=-20, 14-16=-40, 14-20=-20 Horz: 1-2=-10, 2-5=2, 6-8=2, 8-12=-2 Concentrated Loads (lb) Vert: 25=-75 27=-75 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-5=-16, 5-6=-16, 6-8=-16, 8-12=-16, 2-16=-20, 14-16=-40, 14-20=-20 Horz: 1-2=-10, 2-5=2, 6-8=2, 8-12=-2 Concentrated Loads (lb) Vert: 25=-75 27=-75 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T8 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610488 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:16:00 2022 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-P9oOeizR0C9ZkOguMkaZla6F6iGaOtjjjXN2QNztAhD LOAD CASE(S) Standard 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-6=-14, 6-8=-14, 8-12=-14, 2-16=-40, 16-30=-80, 14-30=-60, 14-20=-40 Concentrated Loads (lb) Vert: 25=-75 27=-75 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-5=-62, 5-6=-45, 6-8=-62, 8-12=-28, 2-16=-35, 16-30=-70, 14-30=-55, 14-20=-35 Horz: 1-2=9, 2-5=18, 6-8=18, 8-12=16 Concentrated Loads (lb) Vert: 25=-75 27=-75 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-5=-28, 5-6=-45, 6-8=-28, 8-12=-62, 2-16=-35, 16-30=-70, 14-30=-55, 14-20=-35 Horz: 1-2=-25, 2-5=-16, 6-8=-16, 8-12=-18 Concentrated Loads (lb) Vert: 25=-75 27=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-45, 5-6=-45, 6-8=-45, 8-12=-45, 2-16=-35, 16-30=-70, 14-30=-55, 14-20=-35 Horz: 1-2=-7, 2-5=1, 6-8=1, 8-12=-1 Concentrated Loads (lb) Vert: 25=-75 27=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-45, 5-6=-45, 6-8=-45, 8-12=-45, 2-16=-35, 16-30=-70, 14-30=-55, 14-20=-35 Horz: 1-2=-7, 2-5=1, 6-8=1, 8-12=-1 Concentrated Loads (lb) Vert: 25=-75 27=-75 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-6=-54, 6-8=-54, 8-12=-14, 2-16=-20, 14-16=-40, 14-20=-20 Concentrated Loads (lb) Vert: 25=-75 27=-75 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-6=-14, 6-8=-14, 8-12=-54, 2-16=-20, 14-16=-40, 14-20=-20 Concentrated Loads (lb) Vert: 25=-75 27=-75 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-44, 5-6=-44, 6-8=-44, 8-12=-14, 2-16=-35, 16-30=-70, 14-30=-55, 14-20=-35 Concentrated Loads (lb) Vert: 25=-75 27=-75 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-6=-14, 6-8=-14, 8-12=-44, 2-16=-35, 16-30=-70, 14-30=-55, 14-20=-35 Concentrated Loads (lb) Vert: 25=-75 27=-75 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T9 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610489 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:16:01 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-tLMns2_3nVIQLYF5wS5oInfO66b_7MHtyB7bypztAhC Scale = 1:51.5 1 2 3 4 5 9 6 7 8 10 11 12 13 14 15 21 20 19 18 17 16 27 28 29 30 31 32 33 4x6 5x6 5x8 4x6 3x6 4x6 2x4 3x4 2x4 3x4 6x8 5x6 3x6 2x4 7x8 3x4 2x4 3x6 2x4 3x4 8-1-0 4-6-04-0-7 4-0-7 5-8-8 1-8-1 8-1-4 2-4-13 10-6-8 2-5-4 12-1-12 1-7-4 20-6-4 8-4-8 25-7-0 5-0-12 29-8-0 4-1-0 -1-0-0 1-0-0 4-0-7 4-0-7 5-8-8 1-8-1 8-1-4 2-4-13 10-6-8 2-5-4 12-1-12 1-7-4 13-2-8 1-0-12 13-9-11 0-7-3 15-3-10 1-5-14 16-4-6 1-0-13 17-5-3 1-0-13 18-11-2 1-5-14 20-6-4 1-7-2 25-7-0 5-0-12 29-8-0 4-1-0 0-4-14-8-126-0-90-6-14-8-125.00 12 Plate Offsets (X,Y)-- [11:0-3-0,Edge], [14:0-4-0,0-3-4], [15:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.99 0.80 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.49 0.08 (loc) 19 17-19 15 l/defl >999 >724 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-11: 2x6 SP No.2, 11-14: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 8-19,13-17,10-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 7 REACTIONS. (size)2=0-8-0, 15=0-4-0 Max Horz 2=265(LC 9) Max Uplift 2=-568(LC 10), 15=-449(LC 10) Max Grav 2=1540(LC 15), 15=1524(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3432/1735, 3-4=-2924/1495, 4-5=-2870/1548, 5-9=-2765/1520, 6-7=-326/387, 7-8=-335/205, 8-9=-233/358, 9-10=-2288/1180, 10-11=-156/934, 11-12=-91/852, 12-13=-2381/1246, 13-14=-2705/1253, 14-15=-3150/1461 BOT CHORD 2-21=-1566/3330, 20-21=-1566/3330, 19-20=-1248/2830, 17-19=-895/2465, 16-17=-1238/2844, 15-16=-1239/2845 WEBS 8-19=-1/542, 13-17=-114/826, 10-12=-3355/1448, 14-17=-687/444, 6-20=-146/330, 4-6=-153/255, 5-7=-377/894, 6-19=-413/400, 3-20=-565/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-0-7, Interior(1) 4-0-7 to 5-4-5, Exterior(2R) 5-4-5 to 10-6-8, Exterior(2E) 10-6-8 to 13-3-9, Exterior(2R) 13-3-9 to 21-6-10, Interior(1) 21-6-10 to 24-5-13, Exterior(2E) 24-5-13 to 29-8-0 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) 150.0lb AC unit load placed on the top chord, 16-4-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=568, 15=449. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T9 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610489 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:16:01 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-tLMns2_3nVIQLYF5wS5oInfO66b_7MHtyB7bypztAhC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 9-11=-54, 11-15=-54, 2-19=-20, 17-19=-40, 17-24=-20 Concentrated Loads (lb) Vert: 28=-75 29=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-44, 5-9=-44, 9-11=-44, 11-15=-44, 2-19=-35, 19-32=-55, 32-33=-70, 17-33=-55, 17-24=-35 Concentrated Loads (lb) Vert: 28=-75 29=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-9=-14, 9-11=-14, 11-15=-14, 2-19=-40, 17-19=-60, 17-24=-40 Concentrated Loads (lb) Vert: 28=-75 29=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=120, 2-3=67, 3-27=55, 5-27=80, 5-9=67, 9-11=80, 11-30=80, 30-31=55, 15-31=67, 2-19=-10, 17-19=-30, 17-24=-10 Horz: 1-2=-128, 2-3=-76, 3-27=-63, 5-27=-88, 5-9=76, 9-11=-88, 11-30=88, 30-31=63, 15-31=76 Concentrated Loads (lb) Vert: 28=-75 29=-75 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-5=-45, 5-9=-45, 9-11=-45, 11-15=-45, 2-19=-20, 17-19=-40, 17-24=-20 Horz: 1-2=-19, 2-5=31, 5-9=-31, 9-11=31, 11-15=-31 Concentrated Loads (lb) Vert: 28=-75 29=-75 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-5=17, 5-9=52, 9-11=17, 11-15=36, 2-19=-10, 17-19=-30, 17-24=-10 Horz: 1-2=-58, 2-5=-26, 5-9=61, 9-11=-26, 11-15=44 Concentrated Loads (lb) Vert: 28=-75 29=-75 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-5=36, 5-9=30, 9-11=36, 11-15=17, 2-19=-10, 17-19=-30, 17-24=-10 Horz: 1-2=-33, 2-5=-44, 5-9=39, 9-11=-44, 11-15=26 Concentrated Loads (lb) Vert: 28=-75 29=-75 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-5=-38, 5-9=-16, 9-11=-38, 11-15=7, 2-19=-20, 17-19=-40, 17-24=-20 Horz: 1-2=12, 2-5=24, 5-9=-2, 9-11=24, 11-15=21 Concentrated Loads (lb) Vert: 28=-75 29=-75 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-5=7, 5-9=-16, 9-11=7, 11-15=-38, 2-19=-20, 17-19=-40, 17-24=-20 Horz: 1-2=-33, 2-5=-21, 5-9=-2, 9-11=-21, 11-15=-24 Concentrated Loads (lb) Vert: 28=-75 29=-75 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=84, 2-5=52, 5-9=52, 9-11=52, 11-15=52, 2-19=-10, 17-19=-30, 17-24=-10 Horz: 1-2=-93, 2-5=-61, 5-9=61, 9-11=-61, 11-15=61 Concentrated Loads (lb) Vert: 28=-75 29=-75 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-5=19, 5-9=19, 9-11=19, 11-15=19, 2-19=-10, 17-19=-30, 17-24=-10 Horz: 1-2=-60, 2-5=-28, 5-9=28, 9-11=-28, 11-15=28 Concentrated Loads (lb) Vert: 28=-75 29=-75 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-5=-16, 5-9=-16, 9-11=-16, 11-15=-16, 2-19=-20, 17-19=-40, 17-24=-20 Horz: 1-2=-10, 2-5=2, 5-9=-2, 9-11=2, 11-15=-2 Concentrated Loads (lb) Vert: 28=-75 29=-75 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-5=-16, 5-9=-16, 9-11=-16, 11-15=-16, 2-19=-20, 17-19=-40, 17-24=-20 Horz: 1-2=-10, 2-5=2, 5-9=-2, 9-11=2, 11-15=-2 Concentrated Loads (lb) Vert: 28=-75 29=-75 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T9 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610489 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:16:01 2022 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-tLMns2_3nVIQLYF5wS5oInfO66b_7MHtyB7bypztAhC LOAD CASE(S) Standard 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-9=-14, 9-11=-14, 11-15=-14, 2-19=-40, 19-32=-60, 32-33=-80, 17-33=-60, 17-24=-40 Concentrated Loads (lb) Vert: 28=-75 29=-75 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-5=-62, 5-9=-45, 9-11=-62, 11-15=-28, 2-19=-35, 19-32=-55, 32-33=-70, 17-33=-55, 17-24=-35 Horz: 1-2=9, 2-5=18, 5-9=-1, 9-11=18, 11-15=16 Concentrated Loads (lb) Vert: 28=-75 29=-75 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-5=-28, 5-9=-45, 9-11=-28, 11-15=-62, 2-19=-35, 19-32=-55, 32-33=-70, 17-33=-55, 17-24=-35 Horz: 1-2=-25, 2-5=-16, 5-9=-1, 9-11=-16, 11-15=-18 Concentrated Loads (lb) Vert: 28=-75 29=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-45, 5-9=-45, 9-11=-45, 11-15=-45, 2-19=-35, 19-32=-55, 32-33=-70, 17-33=-55, 17-24=-35 Horz: 1-2=-7, 2-5=1, 5-9=-1, 9-11=1, 11-15=-1 Concentrated Loads (lb) Vert: 28=-75 29=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-5=-45, 5-9=-45, 9-11=-45, 11-15=-45, 2-19=-35, 19-32=-55, 32-33=-70, 17-33=-55, 17-24=-35 Horz: 1-2=-7, 2-5=1, 5-9=-1, 9-11=1, 11-15=-1 Concentrated Loads (lb) Vert: 28=-75 29=-75 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 9-11=-54, 11-15=-14, 2-19=-20, 17-19=-40, 17-24=-20 Concentrated Loads (lb) Vert: 28=-75 29=-75 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-9=-14, 9-11=-14, 11-15=-54, 2-19=-20, 17-19=-40, 17-24=-20 Concentrated Loads (lb) Vert: 28=-75 29=-75 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-44, 5-9=-44, 9-11=-44, 11-15=-14, 2-19=-35, 19-32=-55, 32-33=-70, 17-33=-55, 17-24=-35 Concentrated Loads (lb) Vert: 28=-75 29=-75 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-14, 5-9=-14, 9-11=-14, 11-15=-44, 2-19=-35, 19-32=-55, 32-33=-70, 17-33=-55, 17-24=-35 Concentrated Loads (lb) Vert: 28=-75 29=-75 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T10 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610490 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:12 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-pwuFaIOKKS6Nz0?gYfjJpS76IMu_89?fh3lVj9ztAhz Scale = 1:51.7 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 25 26 27 28 29 30 31 4x6 5x6 5x8 4x6 3x6 6x8 3x4 2x4 3x4 3x8 6x8 5x6 5x6 4x4 2x4 3x4 2x4 7x8 8-1-0 4-6-04-8-11 4-8-11 8-6-8 3-9-13 12-1-12 3-7-4 20-6-4 8-4-8 24-3-0 3-8-11 29-8-0 5-5-1 -1-0-0 1-0-0 4-8-11 4-8-11 8-6-8 3-9-13 11-2-8 2-8-0 12-1-12 0-11-4 13-9-11 1-7-15 15-3-10 1-5-14 16-4-6 1-0-13 17-5-3 1-0-13 18-11-2 1-5-14 20-6-4 1-7-2 24-3-0 3-8-11 29-8-0 5-5-1 0-4-13-10-126-0-90-6-13-10-125.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-2-3], [8:0-1-7,0-5-4], [9:0-3-0,Edge], [10:0-0-15,0-5-0], [12:0-4-0,0-3-4], [13:0-0-2,0-0-15], [15:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.71 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.41 -0.67 0.07 (loc) 17 15-17 13 l/defl >872 >532 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-9,9-12: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 2-16: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-17,11-15,8-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 13=0-4-0 Max Horz 2=265(LC 9) Max Uplift 2=-568(LC 10), 13=-449(LC 10) Max Grav 2=1537(LC 15), 13=1521(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3356/1757, 3-4=-2875/1521, 4-5=-2660/1458, 5-6=-279/91, 5-7=-2523/1175, 7-8=-2394/1260, 8-9=-469/1451, 9-10=-435/1403, 10-11=-2424/1294, 11-12=-2792/1329, 12-13=-3113/1462 BOT CHORD 2-19=-1583/3247, 18-19=-1583/3247, 17-18=-1246/2808, 15-17=-964/2549, 14-15=-1242/2814, 13-14=-1239/2812 WEBS 6-18=-279/466, 4-6=-296/832, 7-17=0/360, 11-15=-190/932, 8-10=-3989/1873, 3-18=-535/398, 12-15=-570/360, 6-17=-314/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 8-6-8, Exterior(2E) 8-6-8 to 11-3-9, Exterior(2R) 11-3-9 to 21-6-10, Interior(1) 21-6-10 to 24-5-13, Exterior(2E) 24-5-13 to 29-8-0 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) 150.0lb AC unit load placed on the top chord, 16-4-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=568, 13=449. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T10 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610490 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:13 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-H6SdndPz5lFEbAas6NEYLfgH1mDDtcFowjV3FbztAhy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-9=-54, 9-13=-54, 2-17=-20, 15-17=-40, 15-22=-20 Concentrated Loads (lb) Vert: 26=-75 27=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-44, 4-5=-44, 5-9=-44, 9-13=-44, 2-17=-35, 17-30=-55, 30-31=-70, 15-31=-55, 15-22=-35 Concentrated Loads (lb) Vert: 26=-75 27=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-14, 4-5=-14, 5-9=-14, 9-13=-14, 2-17=-40, 15-17=-60, 15-22=-40 Concentrated Loads (lb) Vert: 26=-75 27=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=120, 2-25=67, 4-25=80, 4-5=67, 5-9=80, 9-28=80, 28-29=55, 13-29=67, 2-17=-10, 15-17=-30, 15-22=-10 Horz: 1-2=-128, 2-25=-76, 4-25=-88, 4-5=76, 5-9=-88, 9-28=88, 28-29=63, 13-29=76 Concentrated Loads (lb) Vert: 26=-75 27=-75 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=-45, 4-5=-45, 5-9=-45, 9-13=-45, 2-17=-20, 15-17=-40, 15-22=-20 Horz: 1-2=-19, 2-4=31, 4-5=-31, 5-9=31, 9-13=-31 Concentrated Loads (lb) Vert: 26=-75 27=-75 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-4=17, 4-5=52, 5-9=17, 9-13=36, 2-17=-10, 15-17=-30, 15-22=-10 Horz: 1-2=-58, 2-4=-26, 4-5=61, 5-9=-26, 9-13=44 Concentrated Loads (lb) Vert: 26=-75 27=-75 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=36, 4-5=30, 5-9=36, 9-13=17, 2-17=-10, 15-17=-30, 15-22=-10 Horz: 1-2=-33, 2-4=-44, 4-5=39, 5-9=-44, 9-13=26 Concentrated Loads (lb) Vert: 26=-75 27=-75 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-38, 4-5=-16, 5-9=-38, 9-13=7, 2-17=-20, 15-17=-40, 15-22=-20 Horz: 1-2=12, 2-4=24, 4-5=-2, 5-9=24, 9-13=21 Concentrated Loads (lb) Vert: 26=-75 27=-75 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-4=7, 4-5=-16, 5-9=7, 9-13=-38, 2-17=-20, 15-17=-40, 15-22=-20 Horz: 1-2=-33, 2-4=-21, 4-5=-2, 5-9=-21, 9-13=-24 Concentrated Loads (lb) Vert: 26=-75 27=-75 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=84, 2-4=52, 4-5=52, 5-9=52, 9-13=52, 2-17=-10, 15-17=-30, 15-22=-10 Horz: 1-2=-93, 2-4=-61, 4-5=61, 5-9=-61, 9-13=61 Concentrated Loads (lb) Vert: 26=-75 27=-75 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-4=19, 4-5=19, 5-9=19, 9-13=19, 2-17=-10, 15-17=-30, 15-22=-10 Horz: 1-2=-60, 2-4=-28, 4-5=28, 5-9=-28, 9-13=28 Concentrated Loads (lb) Vert: 26=-75 27=-75 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=-16, 4-5=-16, 5-9=-16, 9-13=-16, 2-17=-20, 15-17=-40, 15-22=-20 Horz: 1-2=-10, 2-4=2, 4-5=-2, 5-9=2, 9-13=-2 Concentrated Loads (lb) Vert: 26=-75 27=-75 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=-16, 4-5=-16, 5-9=-16, 9-13=-16, 2-17=-20, 15-17=-40, 15-22=-20 Horz: 1-2=-10, 2-4=2, 4-5=-2, 5-9=2, 9-13=-2 Concentrated Loads (lb) Vert: 26=-75 27=-75 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T10 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610490 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:13 2022 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-H6SdndPz5lFEbAas6NEYLfgH1mDDtcFowjV3FbztAhy LOAD CASE(S) Standard 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-14, 4-5=-14, 5-9=-14, 9-13=-14, 2-17=-40, 17-30=-60, 30-31=-80, 15-31=-60, 15-22=-40 Concentrated Loads (lb) Vert: 26=-75 27=-75 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-4=-62, 4-5=-45, 5-9=-62, 9-13=-28, 2-17=-35, 17-30=-55, 30-31=-70, 15-31=-55, 15-22=-35 Horz: 1-2=9, 2-4=18, 4-5=-1, 5-9=18, 9-13=16 Concentrated Loads (lb) Vert: 26=-75 27=-75 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-4=-28, 4-5=-45, 5-9=-28, 9-13=-62, 2-17=-35, 17-30=-55, 30-31=-70, 15-31=-55, 15-22=-35 Horz: 1-2=-25, 2-4=-16, 4-5=-1, 5-9=-16, 9-13=-18 Concentrated Loads (lb) Vert: 26=-75 27=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-45, 4-5=-45, 5-9=-45, 9-13=-45, 2-17=-35, 17-30=-55, 30-31=-70, 15-31=-55, 15-22=-35 Horz: 1-2=-7, 2-4=1, 4-5=-1, 5-9=1, 9-13=-1 Concentrated Loads (lb) Vert: 26=-75 27=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-45, 4-5=-45, 5-9=-45, 9-13=-45, 2-17=-35, 17-30=-55, 30-31=-70, 15-31=-55, 15-22=-35 Horz: 1-2=-7, 2-4=1, 4-5=-1, 5-9=1, 9-13=-1 Concentrated Loads (lb) Vert: 26=-75 27=-75 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-9=-54, 9-13=-14, 2-17=-20, 15-17=-40, 15-22=-20 Concentrated Loads (lb) Vert: 26=-75 27=-75 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-14, 4-5=-14, 5-9=-14, 9-13=-54, 2-17=-20, 15-17=-40, 15-22=-20 Concentrated Loads (lb) Vert: 26=-75 27=-75 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-44, 4-5=-44, 5-9=-44, 9-13=-14, 2-17=-35, 17-30=-55, 30-31=-70, 15-31=-55, 15-22=-35 Concentrated Loads (lb) Vert: 26=-75 27=-75 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-14, 4-5=-14, 5-9=-14, 9-13=-44, 2-17=-35, 17-30=-55, 30-31=-70, 15-31=-55, 15-22=-35 Concentrated Loads (lb) Vert: 26=-75 27=-75 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T11 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610491 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:14 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-lJ00_zPbr3N4DK93g4lnutCS_9V?c5cy8NEco2ztAhx Scale = 1:51.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 23 24 25 26 27 28 29 30 4x8 6x8 4x6 3x6 3x8 6x8 2x4 3x4 4x4 3x8 3x6 3x4 6x8 6x8 2x4 7x8 8-1-0 4-6-06-6-8 6-6-8 9-2-8 2-8-0 12-1-12 2-11-4 20-6-4 8-4-8 23-7-11 3-1-7 29-8-0 6-0-5 -1-0-0 1-0-0 6-6-8 6-6-8 9-2-8 2-8-0 12-1-12 2-11-4 13-9-11 1-7-15 15-3-10 1-5-14 16-4-6 1-0-13 17-10-6 1-6-0 18-11-2 1-0-11 20-6-4 1-7-2 23-7-11 3-1-7 25-1-2 1-5-7 29-8-0 4-6-14 0-4-13-0-126-0-90-6-13-0-125.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [7:0-3-0,Edge], [10:0-4-0,0-3-4], [11:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.61 0.99 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.65 0.08 (loc) 15 13-15 11 l/defl >948 >549 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7,7-10: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-15,9-13,6-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)11=0-4-0, 2=0-8-0 Max Horz 2=263(LC 9) Max Uplift 11=-449(LC 10), 2=-568(LC 10) Max Grav 11=1518(LC 16), 2=1535(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3200/1582, 3-4=-3530/1758, 4-5=-2849/1290, 5-6=-2366/1200, 6-7=-356/1323, 7-8=-321/1256, 8-9=-2429/1235, 9-10=-2774/1261, 10-11=-3120/1434 BOT CHORD 2-17=-1358/3079, 16-17=-1361/3099, 15-16=-1578/3701, 13-15=-900/2539, 12-13=-1215/2819, 11-12=-1214/2819 WEBS 3-17=-48/358, 3-16=-304/875, 4-16=-783/166, 4-15=-1574/919, 5-15=-337/1276, 9-13=-162/894, 6-8=-3822/1686, 10-13=-604/408 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 6-6-8, Exterior(2E) 6-6-8 to 9-2-8, Interior(1) 9-2-8 to 11-2-3, Exterior(2R) 11-2-3 to 21-6-10, Interior(1) 21-6-10 to 24-5-13, Exterior(2E) 24-5-13 to 29-8-0 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) 150.0lb AC unit load placed on the top chord, 16-4-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=449, 2=568. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T11 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610491 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:14 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-lJ00_zPbr3N4DK93g4lnutCS_9V?c5cy8NEco2ztAhx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-7=-54, 7-11=-54, 2-15=-20, 13-15=-40, 13-18=-20 Concentrated Loads (lb) Vert: 25=-75 26=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-7=-44, 7-11=-44, 2-15=-35, 15-29=-55, 29-30=-70, 13-30=-55, 13-18=-35 Concentrated Loads (lb) Vert: 25=-75 26=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-14, 4-7=-14, 7-11=-14, 2-15=-40, 13-15=-60, 13-18=-40 Concentrated Loads (lb) Vert: 25=-75 26=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=120, 2-23=67, 3-23=80, 3-4=67, 4-24=55, 7-24=80, 7-27=80, 27-28=55, 11-28=67, 2-15=-10, 13-15=-30, 13-18=-10 Horz: 1-2=-128, 2-23=-76, 3-23=-88, 4-24=-63, 7-24=-88, 7-27=88, 27-28=63, 11-28=76 Concentrated Loads (lb) Vert: 25=-75 26=-75 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=-45, 3-4=-45, 4-7=-45, 7-11=-45, 2-15=-20, 13-15=-40, 13-18=-20 Horz: 1-2=-19, 2-3=31, 4-7=31, 7-11=-31 Concentrated Loads (lb) Vert: 25=-75 26=-75 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-3=17, 3-4=52, 4-7=17, 7-11=36, 2-15=-10, 13-15=-30, 13-18=-10 Horz: 1-2=-58, 2-3=-26, 4-7=-26, 7-11=44 Concentrated Loads (lb) Vert: 25=-75 26=-75 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-3=36, 3-4=30, 4-7=36, 7-11=17, 2-15=-10, 13-15=-30, 13-18=-10 Horz: 1-2=-33, 2-3=-44, 4-7=-44, 7-11=26 Concentrated Loads (lb) Vert: 25=-75 26=-75 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-38, 3-4=-16, 4-7=-38, 7-11=7, 2-15=-20, 13-15=-40, 13-18=-20 Horz: 1-2=12, 2-3=24, 4-7=24, 7-11=21 Concentrated Loads (lb) Vert: 25=-75 26=-75 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-3=7, 3-4=-16, 4-7=7, 7-11=-38, 2-15=-20, 13-15=-40, 13-18=-20 Horz: 1-2=-33, 2-3=-21, 4-7=-21, 7-11=-24 Concentrated Loads (lb) Vert: 25=-75 26=-75 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=84, 2-3=52, 3-4=52, 4-7=52, 7-11=52, 2-15=-10, 13-15=-30, 13-18=-10 Horz: 1-2=-93, 2-3=-61, 4-7=-61, 7-11=61 Concentrated Loads (lb) Vert: 25=-75 26=-75 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-3=19, 3-4=19, 4-7=19, 7-11=19, 2-15=-10, 13-15=-30, 13-18=-10 Horz: 1-2=-60, 2-3=-28, 4-7=-28, 7-11=28 Concentrated Loads (lb) Vert: 25=-75 26=-75 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-16, 3-4=-16, 4-7=-16, 7-11=-16, 2-15=-20, 13-15=-40, 13-18=-20 Horz: 1-2=-10, 2-3=2, 4-7=2, 7-11=-2 Concentrated Loads (lb) Vert: 25=-75 26=-75 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-16, 3-4=-16, 4-7=-16, 7-11=-16, 2-15=-20, 13-15=-40, 13-18=-20 Horz: 1-2=-10, 2-3=2, 4-7=2, 7-11=-2 Concentrated Loads (lb) Vert: 25=-75 26=-75 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T11 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610491 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:14 2022 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-lJ00_zPbr3N4DK93g4lnutCS_9V?c5cy8NEco2ztAhx LOAD CASE(S) Standard 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-14, 4-7=-14, 7-11=-14, 2-15=-40, 15-29=-60, 29-30=-80, 13-30=-60, 13-18=-40 Concentrated Loads (lb) Vert: 25=-75 26=-75 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-62, 3-4=-45, 4-7=-62, 7-11=-28, 2-15=-35, 15-29=-55, 29-30=-70, 13-30=-55, 13-18=-35 Horz: 1-2=9, 2-3=18, 4-7=18, 7-11=16 Concentrated Loads (lb) Vert: 25=-75 26=-75 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-3=-28, 3-4=-45, 4-7=-28, 7-11=-62, 2-15=-35, 15-29=-55, 29-30=-70, 13-30=-55, 13-18=-35 Horz: 1-2=-25, 2-3=-16, 4-7=-16, 7-11=-18 Concentrated Loads (lb) Vert: 25=-75 26=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-45, 3-4=-45, 4-7=-45, 7-11=-45, 2-15=-35, 15-29=-55, 29-30=-70, 13-30=-55, 13-18=-35 Horz: 1-2=-7, 2-3=1, 4-7=1, 7-11=-1 Concentrated Loads (lb) Vert: 25=-75 26=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-45, 3-4=-45, 4-7=-45, 7-11=-45, 2-15=-35, 15-29=-55, 29-30=-70, 13-30=-55, 13-18=-35 Horz: 1-2=-7, 2-3=1, 4-7=1, 7-11=-1 Concentrated Loads (lb) Vert: 25=-75 26=-75 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-7=-54, 7-11=-14, 2-15=-20, 13-15=-40, 13-18=-20 Concentrated Loads (lb) Vert: 25=-75 26=-75 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-14, 4-7=-14, 7-11=-54, 2-15=-20, 13-15=-40, 13-18=-20 Concentrated Loads (lb) Vert: 25=-75 26=-75 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-7=-44, 7-11=-14, 2-15=-35, 15-29=-55, 29-30=-70, 13-30=-55, 13-18=-35 Concentrated Loads (lb) Vert: 25=-75 26=-75 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-14, 4-7=-14, 7-11=-44, 2-15=-35, 15-29=-55, 29-30=-70, 13-30=-55, 13-18=-35 Concentrated Loads (lb) Vert: 25=-75 26=-75 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T12 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610492 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:15 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-DVaOCJQDcNVxqUjFEnG0R4lYZZtOLWI5N1_AKUztAhw Scale = 1:52.4 1 2 3 4 5 6 30 7 8 9 27 10 11 12 13 19 18 17 16 15 14 29 31 20 28 26 32 33 34 35 36 4x8 6x8 5x6 5x6 4x4 3x6 6x8 2x4 4x4 3x4 3x8 2x4 3x4 2x4 7x8 5x6 5x6 2x4 4x8 8-1-0 3-10-04-6-8 4-6-8 7-2-8 2-8-0 12-1-12 4-11-4 14-6-8 2-4-12 18-2-5 3-7-13 20-6-4 2-3-15 25-1-2 4-6-14 29-8-0 4-6-14 -1-0-0 1-0-0 4-6-8 4-6-8 7-2-8 2-8-0 12-1-12 4-11-4 13-9-11 1-7-15 14-6-8 0-8-13 15-4-13 0-10-5 16-4-6 0-11-10 17-9-3 1-4-13 18-2-5 0-5-2 18-11-2 0-8-13 20-6-4 1-7-2 25-1-2 4-6-14 29-8-0 4-6-14 0-4-12-2-125-3-70-6-15-3-75.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-2-3], [3:0-5-12,0-2-0], [7:0-3-0,0-2-4], [9:0-3-0,0-2-4], [10:0-3-0,0-3-8], [12:0-4-0,0-3-4], [13:0-0-2,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.87 0.86 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.60 0.08 (loc) 17-18 17-18 13 l/defl >959 >590 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7,9-12: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 13-16: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-17,11-15,6-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-17, 26-29 REACTIONS. (size)13=0-4-0, 2=0-8-0 Max Horz 2=233(LC 9) Max Uplift 13=-448(LC 10), 2=-568(LC 10) Max Grav 13=1517(LC 16), 2=1535(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3370/1695, 3-4=-4353/2192, 4-5=-2943/1382, 5-6=-2529/1328, 7-30=-42/332, 7-8=-350/1315, 8-9=-350/1315, 9-27=-54/590, 10-11=-2608/1352, 11-12=-2934/1382, 12-13=-3122/1524 BOT CHORD 2-19=-1479/3233, 18-19=-1481/3251, 17-18=-2089/4546, 15-17=-1051/2746, 14-15=-1315/2831, 13-14=-1311/2829 WEBS 3-18=-713/1530, 4-18=-830/425, 4-17=-1922/1108, 5-17=-145/889, 11-15=-80/711, 12-15=-355/362, 20-31=-2892/1346, 20-28=-3280/1506, 7-20=-1304/460, 9-20=-982/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 4-6-8, Exterior(2E) 4-6-8 to 7-2-8, Interior(1) 7-2-8 to 9-4-5, Exterior(2R) 9-4-5 to 23-4-8, Interior(1) 23-4-8 to 24-5-13, Exterior(2E) 24-5-13 to 29-8-0 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) 150.0lb AC unit load placed on the top chord, 16-4-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=448, 2=568. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T12 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610492 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:15 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-DVaOCJQDcNVxqUjFEnG0R4lYZZtOLWI5N1_AKUztAhw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-7=-54, 7-9=-54, 9-13=-54, 2-17=-20, 15-17=-40, 15-21=-20 Concentrated Loads (lb) Vert: 27=-75 30=-75 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-7=-44, 7-9=-44, 9-13=-44, 2-17=-35, 17-35=-55, 35-36=-70, 15-36=-55, 15-21=-35 Concentrated Loads (lb) Vert: 27=-75 30=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-14, 4-7=-14, 7-9=-14, 9-13=-14, 2-17=-40, 15-17=-60, 15-21=-40 Concentrated Loads (lb) Vert: 27=-75 30=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=120, 2-32=67, 3-32=80, 3-4=67, 4-33=55, 7-33=80, 7-9=80, 9-34=80, 12-34=55, 12-13=67, 2-17=-10, 15-17=-30, 15-21=-10 Horz: 1-2=-128, 2-32=-76, 3-32=-88, 4-33=-63, 7-33=-88, 9-34=88, 12-34=63, 12-13=76 Concentrated Loads (lb) Vert: 27=-75 30=-75 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=-45, 3-4=-45, 4-7=-45, 7-9=-45, 9-13=-45, 2-17=-20, 15-17=-40, 15-21=-20 Horz: 1-2=-19, 2-3=31, 4-7=31, 9-13=-31 Concentrated Loads (lb) Vert: 27=-75 30=-75 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-3=17, 3-4=52, 4-7=17, 7-9=30, 9-13=36, 2-17=-10, 15-17=-30, 15-21=-10 Horz: 1-2=-58, 2-3=-26, 4-7=-26, 9-13=44 Concentrated Loads (lb) Vert: 27=-75 30=-75 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-3=36, 3-4=30, 4-7=36, 7-9=52, 9-13=17, 2-17=-10, 15-17=-30, 15-21=-10 Horz: 1-2=-33, 2-3=-44, 4-7=-44, 9-13=26 Concentrated Loads (lb) Vert: 27=-75 30=-75 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-3=-38, 3-4=-16, 4-7=-38, 7-9=-16, 9-13=7, 2-17=-20, 15-17=-40, 15-21=-20 Horz: 1-2=12, 2-3=24, 4-7=24, 9-13=21 Concentrated Loads (lb) Vert: 27=-75 30=-75 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-3=7, 3-4=-16, 4-7=7, 7-9=-16, 9-13=-38, 2-17=-20, 15-17=-40, 15-21=-20 Horz: 1-2=-33, 2-3=-21, 4-7=-21, 9-13=-24 Concentrated Loads (lb) Vert: 27=-75 30=-75 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=84, 2-3=52, 3-4=52, 4-7=52, 7-9=52, 9-13=52, 2-17=-10, 15-17=-30, 15-21=-10 Horz: 1-2=-93, 2-3=-61, 4-7=-61, 9-13=61 Concentrated Loads (lb) Vert: 27=-75 30=-75 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-3=19, 3-4=19, 4-7=19, 7-9=19, 9-13=19, 2-17=-10, 15-17=-30, 15-21=-10 Horz: 1-2=-60, 2-3=-28, 4-7=-28, 9-13=28 Concentrated Loads (lb) Vert: 27=-75 30=-75 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-16, 3-4=-16, 4-7=-16, 7-9=-16, 9-13=-16, 2-17=-20, 15-17=-40, 15-21=-20 Horz: 1-2=-10, 2-3=2, 4-7=2, 9-13=-2 Concentrated Loads (lb) Vert: 27=-75 30=-75 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-16, 3-4=-16, 4-7=-16, 7-9=-16, 9-13=-16, 2-17=-20, 15-17=-40, 15-21=-20 Horz: 1-2=-10, 2-3=2, 4-7=2, 9-13=-2 Concentrated Loads (lb) Vert: 27=-75 30=-75 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T12 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610492 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:15 2022 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-DVaOCJQDcNVxqUjFEnG0R4lYZZtOLWI5N1_AKUztAhw LOAD CASE(S) Standard 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-14, 4-7=-14, 7-9=-14, 9-13=-14, 2-17=-40, 17-35=-60, 35-36=-80, 15-36=-60, 15-21=-40 Concentrated Loads (lb) Vert: 27=-75 30=-75 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-3=-62, 3-4=-45, 4-7=-62, 7-9=-45, 9-13=-28, 2-17=-35, 17-35=-55, 35-36=-70, 15-36=-55, 15-21=-35 Horz: 1-2=9, 2-3=18, 4-7=18, 9-13=16 Concentrated Loads (lb) Vert: 27=-75 30=-75 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-19, 2-3=-28, 3-4=-45, 4-7=-28, 7-9=-45, 9-13=-62, 2-17=-35, 17-35=-55, 35-36=-70, 15-36=-55, 15-21=-35 Horz: 1-2=-25, 2-3=-16, 4-7=-16, 9-13=-18 Concentrated Loads (lb) Vert: 27=-75 30=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-45, 3-4=-45, 4-7=-45, 7-9=-45, 9-13=-45, 2-17=-35, 17-35=-55, 35-36=-70, 15-36=-55, 15-21=-35 Horz: 1-2=-7, 2-3=1, 4-7=1, 9-13=-1 Concentrated Loads (lb) Vert: 27=-75 30=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-45, 3-4=-45, 4-7=-45, 7-9=-45, 9-13=-45, 2-17=-35, 17-35=-55, 35-36=-70, 15-36=-55, 15-21=-35 Horz: 1-2=-7, 2-3=1, 4-7=1, 9-13=-1 Concentrated Loads (lb) Vert: 27=-75 30=-75 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-7=-54, 7-9=-54, 9-13=-14, 2-17=-20, 15-17=-40, 15-21=-20 Concentrated Loads (lb) Vert: 27=-75 30=-75 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-14, 4-7=-14, 7-9=-54, 9-13=-54, 2-17=-20, 15-17=-40, 15-21=-20 Concentrated Loads (lb) Vert: 27=-75 30=-75 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-7=-44, 7-9=-44, 9-13=-14, 2-17=-35, 17-35=-55, 35-36=-70, 15-36=-55, 15-21=-35 Concentrated Loads (lb) Vert: 27=-75 30=-75 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-14, 4-7=-14, 7-9=-44, 9-13=-44, 2-17=-35, 17-35=-55, 35-36=-70, 15-36=-55, 15-21=-35 Concentrated Loads (lb) Vert: 27=-75 30=-75 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T13 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610493 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:17 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-Aui8d?ST8_lf4nteLCIUWVqzqNanpO4OqLTGPNztAhu Scale = 1:52.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 32 33 34 7x8 10x12 5x6 10x12 3x8 3x10 7x8 7x8 2x4 7x8 3x6 5x6 4x8 2x4 3x4 10x12 6x8 2x4 5x8 4x4 4x4 4x4 6x8 8-1-0 3-0-02-6-8 2-6-8 5-2-8 2-8-0 7-3-12 2-1-4 9-3-11 1-11-15 10-11-0 1-7-5 12-1-12 1-2-12 12-6-8 0-4-12 16-4-0 3-9-8 16-4-6 0-0-6 20-2-5 3-9-14 20-6-4 0-3-15 24-7-6 4-1-2 29-8-0 5-0-10 -1-0-0 1-0-0 2-6-8 2-6-8 5-2-8 2-8-0 7-3-12 2-1-4 9-3-11 1-11-15 12-1-12 2-10-1 12-6-8 0-4-12 15-1-2 2-6-10 16-4-6 1-3-5 17-7-11 1-3-5 20-2-5 2-6-10 20-6-4 0-3-15 24-7-6 4-1-2 29-8-0 5-0-10 0-4-11-4-124-5-70-6-14-5-75.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-5], [3:0-6-0,0-3-4], [4:0-5-0,0-3-12], [7:0-3-4,0-5-0], [8:0-3-0,0-2-4], [11:0-9-12,0-2-8], [12:0-3-0,0-1-12], [14:0-4-2,0-1-8], [17:0-3-0,0-1-12], [18:0-4-0,0-5-0], [22:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MSH 0.57 0.80 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.61 -0.70 0.10 (loc) 18-19 18-19 14 l/defl >588 >509 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x6 SP No.2, 4-8: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 14-16: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-18,17-23,7-19: 2x4 SP No.2, 7-12: 2x4 SP M 31 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. WEBS 2 Rows at 1/3 pts 7-12 REACTIONS. (size)14=0-4-0, 2=0-8-0 Max Horz 2=198(LC 7) Max Uplift 14=-729(LC 8), 2=-1288(LC 8) Max Grav 14=1434(LC 1), 2=2078(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5133/3023, 3-4=-4990/2953, 4-5=-6903/4018, 5-6=-5272/3012, 6-7=-5446/3181, 7-8=-1921/1020, 8-9=-1089/546, 9-10=-1089/546, 10-11=-1243/797, 11-12=-1341/758, 12-13=-2986/1610, 13-14=-3016/1516 BOT CHORD 2-22=-2753/4726, 21-22=-4975/8554, 20-21=-5002/8594, 19-20=-3681/6437, 18-19=-1591/3287, 17-18=-1553/3263, 15-17=-1277/2766, 14-15=-1317/2736 WEBS 3-22=-1046/1849, 4-22=-3801/2211, 4-21=-317/230, 6-19=-628/420, 7-18=-255/420, 17-23=-1433/880, 12-17=-1058/2033, 13-15=-248/252, 7-24=-1474/789, 24-25=-2863/1728, 25-26=-3561/2079, 23-26=-3464/2032, 12-23=-3517/2061, 12-15=-416/490, 7-19=-1993/3031, 10-24=-741/897, 10-25=-400/223, 8-24=-1116/1081, 11-25=-476/718, 5-20=-773/1385, 5-19=-2125/1381, 4-20=-2361/1446, 11-26=-389/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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) 150.0lb AC unit load placed on the top chord, 16-4-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=729, 2=1288. Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T13 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610493 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:17 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-Aui8d?ST8_lf4nteLCIUWVqzqNanpO4OqLTGPNztAhu NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 235 lb down and 184 lb up at 2-6-8, and 396 lb down and 404 lb up at 7-3-13 on top chord, and 68 lb down and 49 lb up at 2-6-8, and 441 lb down and 296 lb up at 5-3-13, and 281 lb down and 198 lb up at 9-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-8=-54, 8-11=-54, 11-14=-54, 2-27=-20 Concentrated Loads (lb) Vert: 3=-5(B) 22=-29(B) 21=-441 19=-281(B) 5=-356 32=-75 34=-75 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T14 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610494 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:18 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-e4FWqLT5vItWhxSqvwpj2jNAVnvNYpSX3?CqxpztAht Scale = 1:34.8 1 2 3 4 6 7 5 8 9 15 14 13 12 11 10 19 20 21 22 23 2x4 6x8 5x6 5x6 3x4 3x4 4x6 5x8 3x10 2x4 2x4 6x8 3x4 2x4 3x4 8-1-0 3-0-02-9-3 2-9-3 11-1-11 8-4-8 12-5-4 1-3-9 16-2-12 3-9-7 20-3-7 4-0-11 1-10-8 1-10-8 2-9-3 0-10-11 9-2-8 6-5-5 10-7-13 1-5-5 11-1-11 0-5-14 16-2-12 5-1-1 20-3-7 4-0-11 3-1-103-11-04-6-30-6-13-11-05.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-2], [5:0-2-0,Edge], [7:0-6-0,Edge], [15:Edge,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.45 0.84 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.36 0.02 (loc) 11 12 9 l/defl >864 >671 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-7: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)9=0-4-0, 15=Mechanical Max Horz 15=-163(LC 10) Max Uplift 9=-311(LC 10), 15=-227(LC 10) Max Grav 9=857(LC 16), 15=955(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1188/713, 3-4=-1164/693, 4-6=-786/534, 6-7=-746/553, 4-5=-380/198, 5-7=-371/204, 7-8=-1336/719, 8-9=-1772/1165 BOT CHORD 14-15=-50/596, 12-14=-405/1164, 11-12=-405/1164, 10-11=-1000/1600, 9-10=-1000/1600 WEBS 2-14=-1438/2416, 3-14=-1770/1373, 6-12=0/306, 2-15=-1351/639, 8-11=-589/636 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-10-8, Exterior(2R) 1-10-8 to 7-0-11, Interior(1) 7-0-11 to 9-2-8, Exterior(2R) 9-2-8 to 15-1-4, Exterior(2E) 15-1-4 to 20-3-7 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) 150.0lb AC unit load placed on the top chord, 6-11-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=311, 15=227. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T14 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610494 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:18 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-e4FWqLT5vItWhxSqvwpj2jNAVnvNYpSX3?CqxpztAht LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-5=-54, 5-7=-54, 7-9=-54, 14-15=-20, 14-23=-40, 16-23=-20 Concentrated Loads (lb) Vert: 4=-75 19=-75 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-44, 2-4=-44, 4-5=-44, 5-7=-44, 7-9=-44, 14-15=-20, 14-23=-40, 16-23=-20 Concentrated Loads (lb) Vert: 4=-75 19=-75 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 2-4=-14, 4-5=-14, 5-7=-14, 7-9=-14, 14-15=-40, 14-23=-60, 16-23=-40 Concentrated Loads (lb) Vert: 4=-75 19=-75 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=75, 2-21=83, 4-21=67, 4-5=83, 5-7=83, 7-22=83, 9-22=75, 14-15=-10, 14-23=-30, 16-23=-10 Horz: 1-2=-84, 2-3=91, 4-5=-91, 5-7=91, 7-22=91, 9-22=84 Concentrated Loads (lb) Vert: 4=-75 19=-75 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-45, 4-5=-45, 5-7=-45, 7-9=-45, 14-15=-20, 14-23=-40, 16-23=-20 Horz: 1-2=31, 2-3=-31, 4-5=31, 5-7=-31, 7-9=-31 Concentrated Loads (lb) Vert: 4=-75 19=-75 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=52, 4-5=17, 5-7=36, 7-9=36, 14-15=-10, 14-23=-30, 16-23=-10 Horz: 1-2=-26, 2-3=61, 4-5=-26, 5-7=44, 7-9=44 Concentrated Loads (lb) Vert: 4=-75 19=-75 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=36, 2-20=30, 4-20=52, 4-5=36, 5-7=17, 7-9=17, 14-15=-10, 14-23=-30, 16-23=-10 Horz: 1-2=-44, 2-3=39, 4-5=-44, 5-7=26, 7-9=26 Concentrated Loads (lb) Vert: 4=-75 19=-75 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-4=-16, 4-5=-38, 5-7=7, 7-9=7, 14-15=-20, 14-23=-40, 16-23=-20 Horz: 1-2=24, 2-3=-2, 4-5=24, 5-7=21, 7-9=21 Concentrated Loads (lb) Vert: 4=-75 19=-75 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-4=-16, 4-5=7, 5-7=-38, 7-9=-38, 14-15=-20, 14-23=-40, 16-23=-20 Horz: 1-2=-21, 2-3=-2, 4-5=-21, 5-7=-24, 7-9=-24 Concentrated Loads (lb) Vert: 4=-75 19=-75 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=52, 2-4=52, 4-5=52, 5-7=52, 7-9=52, 14-15=-10, 14-23=-30, 16-23=-10 Horz: 1-2=-61, 2-3=61, 4-5=-61, 5-7=61, 7-9=61 Concentrated Loads (lb) Vert: 4=-75 19=-75 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-4=19, 4-5=19, 5-7=19, 7-9=19, 14-15=-10, 14-23=-30, 16-23=-10 Horz: 1-2=-28, 2-3=28, 4-5=-28, 5-7=28, 7-9=28 Concentrated Loads (lb) Vert: 4=-75 19=-75 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-16, 2-4=-16, 4-5=-16, 5-7=-16, 7-9=-16, 14-15=-20, 14-23=-40, 16-23=-20 Horz: 1-2=2, 2-3=-2, 4-5=2, 5-7=-2, 7-9=-2 Concentrated Loads (lb) Vert: 4=-75 19=-75 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-16, 2-4=-16, 4-5=-16, 5-7=-16, 7-9=-16, 14-15=-20, 14-23=-40, 16-23=-20 Horz: 1-2=2, 2-3=-2, 4-5=2, 5-7=-2, 7-9=-2 Concentrated Loads (lb) Vert: 4=-75 19=-75 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T14 Truss Type ROOF TRUSS Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610494 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:18 2022 Page 3 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-e4FWqLT5vItWhxSqvwpj2jNAVnvNYpSX3?CqxpztAht LOAD CASE(S) Standard 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-14, 2-4=-14, 4-5=-14, 5-7=-14, 7-9=-14, 14-15=-20, 14-23=-40, 16-23=-20 Concentrated Loads (lb) Vert: 4=-75 19=-75 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-62, 2-4=-45, 4-5=-62, 5-7=-28, 7-9=-28, 14-15=-20, 14-23=-40, 16-23=-20 Horz: 1-2=18, 2-3=-1, 4-5=18, 5-7=16, 7-9=16 Concentrated Loads (lb) Vert: 4=-75 19=-75 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-45, 4-5=-28, 5-7=-62, 7-9=-62, 14-15=-20, 14-23=-40, 16-23=-20 Horz: 1-2=-16, 2-3=-1, 4-5=-16, 5-7=-18, 7-9=-18 Concentrated Loads (lb) Vert: 4=-75 19=-75 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-45, 4-5=-45, 5-7=-45, 7-9=-45, 14-15=-20, 14-23=-40, 16-23=-20 Horz: 1-2=1, 2-3=-1, 4-5=1, 5-7=-1, 7-9=-1 Concentrated Loads (lb) Vert: 4=-75 19=-75 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-45, 4-5=-45, 5-7=-45, 7-9=-45, 14-15=-20, 14-23=-40, 16-23=-20 Horz: 1-2=1, 2-3=-1, 4-5=1, 5-7=-1, 7-9=-1 Concentrated Loads (lb) Vert: 4=-75 19=-75 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-5=-54, 5-7=-14, 7-9=-14, 14-15=-20, 14-23=-40, 16-23=-20 Concentrated Loads (lb) Vert: 4=-75 19=-75 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 2-4=-14, 4-5=-14, 5-7=-54, 7-9=-54, 14-15=-20, 14-23=-40, 16-23=-20 Concentrated Loads (lb) Vert: 4=-75 19=-75 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-44, 2-4=-44, 4-5=-44, 5-7=-14, 7-9=-14, 14-15=-20, 14-23=-40, 16-23=-20 Concentrated Loads (lb) Vert: 4=-75 19=-75 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-14, 2-4=-14, 4-5=-14, 5-7=-44, 7-9=-44, 14-15=-20, 14-23=-40, 16-23=-20 Concentrated Loads (lb) Vert: 4=-75 19=-75 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T15 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610495 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:19 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-6Gpv2hTjgb?NJ510TdLybwwGdAJ2HIxhIfyNTFztAhs Scale = 1:36.8 1 2 3 4 5 12 11 10 9 8 7 6 14 13 15 16 17 18 3x4 3x8 5x12 5x6 5x8 5x8 5x6 2x4 2x4 4x4 5x6 2x4 5x8 0-4-0 0-4-0 0-8-0 0-4-0 1-8-14 1-0-14 6-7-1 4-10-3 10-0-6 3-5-5 17-1-11 7-1-5 19-8-0 2-6-5 6-7-1 6-7-1 10-0-6 3-5-5 17-1-11 7-1-5 19-8-0 2-6-5 3-1-01-6-114-6-31-4-01-0-00-2-113-1-05.00 12 2.50 12 Plate Offsets (X,Y)-- [4:0-5-4,0-3-4], [5:0-3-0,0-3-0], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.74 0.55 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.20 0.02 (loc) 7-8 7-8 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 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: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)12=0-4-0, 11=0-4-0, 15=0-4-0 Max Horz 12=101(LC 9) Max Uplift 12=-129(LC 6), 11=-348(LC 10), 15=-370(LC 10) Max Grav 12=118(LC 19), 11=681(LC 1), 15=666(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-250/251, 2-3=-983/987, 3-4=-1025/931, 4-5=-300/258, 6-14=-676/687, 5-14=-676/687 BOT CHORD 9-10=-982/1143, 8-9=-985/1140, 7-8=-1370/1490, 6-7=-1349/1498 WEBS 4-6=-1363/1241, 10-13=-367/514, 2-10=-1013/1026, 11-13=-388/330, 3-8=-251/448, 2-8=-376/324, 4-8=-696/652, 5-15=-945/795 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-3-15, Interior(1) 5-3-15 to 6-7-1, Exterior(2R) 6-7-1 to 15-2-10, Interior(1) 15-2-10 to 19-0-12 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) 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) Bearing at joint(s) 15 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) 12=129, 11=348, 15=370. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T16 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610496 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:19 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-6Gpv2hTjgb?NJ510TdLybwwKVAJIHKohIfyNTFztAhs Scale = 1:35.9 1 2 3 4 5 10 9 8 7 6 11 12 13 3x6 4x8 4x6 4x6 4x6 5x12 2x4 5x6 4x8 4x4 4x6 0-4-0 0-4-0 3-8-15 3-4-15 10-0-6 6-3-7 15-1-11 5-1-5 19-8-0 4-6-5 4-7-1 4-7-1 10-0-6 5-5-5 15-1-11 5-1-5 19-8-0 4-6-5 2-3-02-4-114-6-31-8-151-0-00-7-115.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-3-8,0-3-0], [11:0-3-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.49 0.54 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.19 0.06 (loc) 8-9 8-9 12 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 *Except* 1-10: 2x8 SP 2400F 2.0E OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)10=0-4-0, 12=0-3-8 Max Horz 10=-99(LC 8) Max Uplift 10=-404(LC 10), 12=-387(LC 10) Max Grav 10=711(LC 1), 12=678(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-676/669, 1-2=-1503/1395, 2-3=-1147/1062, 3-4=-1142/1074, 4-5=-1608/1461 BOT CHORD 8-9=-1793/1804, 7-8=-1516/1654, 6-7=-263/298 WEBS 1-9=-1433/1548, 2-9=-558/682, 2-8=-851/914, 3-8=-347/528, 4-8=-686/636, 4-7=-456/545, 5-7=-1284/1404, 5-12=-739/660 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-10 to 4-7-1, Exterior(2R) 4-7-1 to 10-0-6, Exterior(2E) 10-0-6 to 15-1-11, Interior(1) 15-1-11 to 19-0-12 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) 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) Bearing at joint(s) 10, 12 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) 10=404, 12=387. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T17 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610497 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:21 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-2fxfTMV_CDF5YPBPa2NQgL?dp__GlA2_lzRUY8ztAhq Scale = 1:79.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 27 28 29 30 31 4x8 3x4 5x12 5x6 5x12 5x6 5x6 6x8 5x6 5x6 5x12 5x6 5x12 3x6 2x4 2x4 4x4 5x8 2x4 5x8 2x4 3x4 0-4-0 0-4-0 2-7-1 2-3-1 5-8-15 3-1-14 13-1-11 7-4-12 19-2-5 6-0-9 23-11-1 4-8-12 29-0-0 5-0-15 29-2-0 0-2-0 30-4-5 1-2-5 32-7-10 2-3-5 36-1-2 3-5-9 36-6-6 0-5-3 41-10-0 5-3-10 2-7-1 2-7-1 5-8-15 3-1-14 10-0-6 4-3-7 13-1-11 3-1-5 19-2-5 6-0-9 22-0-0 2-9-11 24-9-11 2-9-11 29-0-0 4-2-5 30-4-5 1-4-5 30-10-5 0-6-0 32-7-10 1-9-5 36-6-6 3-10-12 41-10-0 5-3-10 42-10-0 1-0-0 1-5-03-2-114-4-114-0-134-6-30-4-11-0-113-2-115.00 12 2.50 12 Plate Offsets (X,Y)-- [17:0-9-12,0-3-0], [19:0-2-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.70 0.63 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.51 0.15 (loc) 20-21 20-21 17 l/defl >975 >680 n/a L/d 240 180 n/a PLATES MT20 Weight: 221 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* 1-23: 2x8 SP 2400F 2.0E, 9-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)23=0-4-0, 17=0-4-0, 13=0-8-0 Max Horz 23=-176(LC 8) Max Uplift 23=-459(LC 10), 17=-1346(LC 10), 13=-205(LC 8) Max Grav 23=793(LC 1), 17=2404(LC 1), 13=87(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2597/1938, 3-4=-2634/2131, 4-5=-2531/1955, 5-6=-1078/851, 6-7=-1322/1099, 7-8=-578/928, 8-9=-1772/2582, 9-10=-1755/2563, 10-11=-670/1186, 11-12=-689/1191, 12-13=-418/832 BOT CHORD 22-23=-1423/2135, 21-22=-1461/2181, 20-21=-817/1332, 19-20=-1430/2249, 18-19=-136/276, 17-18=-1364/1195, 16-17=-1988/1576, 15-16=-693/517, 13-15=-693/517 WEBS 2-23=-2123/1599, 2-21=-207/338, 3-21=-279/380, 4-21=-1059/1450, 4-20=-931/1365, 5-20=-811/724, 5-19=-1231/895, 6-19=-768/725, 7-19=-1343/1763, 7-18=-1429/1097, 8-18=-702/1142, 8-17=-1535/1092, 11-16=-1003/717, 10-16=-1122/1587, 10-17=-1075/869, 12-16=-549/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-10 to 2-7-1, Interior(1) 2-7-1 to 4-10-3, Exterior(2R) 4-10-3 to 10-0-6, Exterior(2E) 10-0-6 to 13-1-11, Interior(1) 13-1-11 to 19-2-5, Exterior(2R) 19-2-5 to 22-0-0, Exterior(2E) 22-0-0 to 24-9-11, Interior(1) 24-9-11 to 30-10-5, Exterior(2R) 30-10-5 to 37-7-13, Exterior(2E) 37-7-13 to 42-10-0 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) Bearing at joint(s) 23 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) 23=459, 17=1346, 13=205. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T18 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610498 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:22 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-WrV1giWczWNyAZmb8mufDZYmYOKkUb77_dA14aztAhp Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 28 29 30 31 3x6 5x6 5x12 3x6 5x8 5x12 5x12 5x12 3x6 2x4 3x4 3x4 3x4 2x4 4x8 3x4 2x4 3x4 2x4 3x4 5-0-6 5-0-6 7-8-15 2-8-9 11-1-11 3-4-12 16-6-6 5-4-11 21-11-1 5-4-11 29-0-0 7-0-15 29-2-0 0-2-0 32-10-15 3-8-15 37-10-1 4-11-3 41-10-0 3-11-15 5-0-6 5-0-6 7-8-15 2-8-9 10-0-6 2-3-7 11-1-11 1-1-5 16-6-6 5-4-11 21-11-1 5-4-11 29-0-0 7-0-15 32-10-15 3-10-15 37-10-1 4-11-3 41-10-0 3-11-15 42-10-0 1-0-0 0-4-14-0-114-6-30-4-11-5-114-0-115.00 12 2.50 12 Plate Offsets (X,Y)-- [10:0-6-4,0-2-12], [16:0-9-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.83 0.62 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.38 0.15 (loc) 19 18-19 16 l/defl >999 >907 n/a L/d 240 180 n/a PLATES MT20 Weight: 212 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* 9-16: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-17 REACTIONS. (size)1=0-6-8, 16=0-4-0, 12=0-8-0 Max Horz 1=-202(LC 8) Max Uplift 1=-448(LC 10), 16=-1410(LC 10), 12=-307(LC 8) Max Grav 1=777(LC 15), 16=2532(LC 1), 12=112(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2670/1966, 2-3=-2314/1716, 3-4=-2334/1824, 4-5=-1973/1510, 5-6=-1211/866, 6-7=-153/313, 7-9=-176/332, 9-10=-1310/2238, 10-11=-738/1437, 11-12=-417/1029 BOT CHORD 1-21=-1693/2604, 20-21=-1700/2612, 19-20=-790/1536, 18-19=-982/1801, 17-18=-505/1211, 16-17=-2363/1765, 15-16=-1263/945, 14-15=-888/464, 12-14=-888/464 WEBS 4-20=-841/1088, 4-19=-544/826, 5-19=-660/544, 5-18=-672/519, 6-17=-1606/1107, 7-17=-356/363, 9-17=-1239/2104, 9-16=-989/802, 10-16=-1354/1009, 10-15=-130/281, 2-20=-336/356, 11-15=-633/559, 6-18=-150/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 5-0-6, Exterior(2R) 5-0-6 to 10-0-6, Exterior(2E) 10-0-6 to 11-1-11, Interior(1) 11-1-11 to 27-8-11, Exterior(2R) 27-8-11 to 37-10-1, Exterior(2E) 37-10-1 to 42-10-0 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) Bearing at joint(s) 1 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) 1=448, 16=1410, 12=307. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T19 Truss Type Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610499 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:24 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-TEdn5OXsV8dgPsw_FAw7I_dAGBzNyaWQRxf88TztAhn Scale = 1:73.2 1 2 3 4 5 6 7 8 9 10 11 12 1314 20 19 18 17 16 15 27 28 29 30 31 5x6 3x6 5x6 3x6 5x12 5x6 5x12 3x6 2x4 3x4 4x4 2x4 2x4 4x4 2x4 3x8 3x4 2x4 5-7-4 5-7-4 9-8-15 4-1-11 10-11-1 1-2-2 15-3-5 4-4-4 19-11-1 4-7-12 29-0-0 9-0-15 29-2-0 0-2-0 30-10-15 1-8-15 36-6-5 5-7-7 41-10-0 5-3-11 -1-0-0 1-0-0 5-7-4 5-7-4 9-8-15 4-1-11 10-11-1 1-2-2 15-3-5 4-4-4 19-11-1 4-7-12 24-9-12 4-10-11 29-0-0 4-2-4 30-10-15 1-10-15 36-6-5 5-7-7 41-10-0 5-3-11 42-10-0 1-0-0 0-4-14-10-110-4-11-10-114-10-115.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [11:0-3-0,0-2-4], [16:0-9-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.56 0.80 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.44 0.15 (loc) 19-20 16-17 16 l/defl >999 >799 n/a L/d 240 180 n/a PLATES MT20 Weight: 215 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* 10-16: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-16 REACTIONS. (size)2=0-8-0, 16=0-4-0, 13=0-8-0 Max Horz 2=-225(LC 8) Max Uplift 2=-533(LC 10), 16=-1410(LC 10), 13=-444(LC 19) Max Grav 2=831(LC 15), 16=2572(LC 1), 13=133(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2657/1880, 3-4=-2026/1443, 4-5=-2055/1561, 5-6=-1194/941, 6-7=-1194/941, 7-8=-325/239, 8-10=-1166/1952, 10-11=-1157/1944, 11-12=-406/1339, 12-13=-605/1349 BOT CHORD 2-20=-1606/2605, 19-20=-1607/2618, 18-19=-780/1548, 17-18=0/359, 16-17=-1109/932, 15-16=-1531/1211, 13-15=-1225/684 WEBS 4-19=-234/258, 5-19=-663/1031, 7-17=-782/672, 8-17=-851/1471, 8-16=-1319/981, 11-16=-1128/896, 3-19=-610/542, 7-18=-777/1035, 6-18=-242/304, 5-18=-464/279, 12-15=-400/478, 11-15=-682/877 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 18-3-1, Interior(1) 18-3-1 to 23-6-15, Exterior(2R) 23-6-15 to 37-7-13, Exterior(2E) 37-7-13 to 42-10-0 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=533, 16=1410, 13=444. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T20 Truss Type Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610500 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:25 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-xQAAIkYUGRlX10UApuRMqBAI?bKmh_eZgbPihvztAhm Scale = 1:73.2 1 2 3 4 5 6 7 8 9 101117 16 15 14 13 12 24 25 26 27 28 29 30 5x6 5x6 3x6 5x12 5x12 3x6 4x4 2x4 3x6 2x4 4x4 4x4 5x12 3x4 2x4 5-7-11 5-7-11 11-8-15 6-1-5 12-11-1 1-2-2 17-11-1 5-0-0 23-5-0 5-5-15 29-0-0 5-7-0 29-2-0 0-2-0 34-10-8 5-8-8 41-10-0 6-11-8 -1-0-0 1-0-0 5-7-11 5-7-11 11-8-15 6-1-5 12-11-1 1-2-2 17-11-1 5-0-0 23-5-0 5-5-15 28-10-15 5-5-15 34-10-8 5-11-10 41-10-0 6-11-8 42-10-0 1-0-0 0-4-15-8-110-4-12-3-115-8-115.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [8:0-3-0,0-2-4], [13:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.75 0.66 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.40 0.15 (loc) 16-17 16-17 13 l/defl >999 >870 n/a L/d 240 180 n/a PLATES MT20 Weight: 213 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* 8-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 10=0-8-0, 13=0-4-0 Max Horz 2=-262(LC 8) Max Uplift 2=-529(LC 10), 10=-466(LC 19), 13=-1424(LC 10) Max Grav 2=826(LC 15), 10=164(LC 9), 13=2601(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2708/1874, 3-4=-1734/1205, 4-5=-1806/1428, 5-6=-633/557, 6-7=-619/540, 7-8=-203/680, 8-9=-1160/1945, 9-10=-780/1497 BOT CHORD 2-17=-1606/2685, 16-17=-1609/2702, 15-16=-517/1268, 14-15=-625/677, 13-14=-1736/1445, 12-13=-1354/867, 10-12=-1354/867 WEBS 3-16=-958/781, 4-16=-440/502, 5-16=-838/1212, 5-15=-803/488, 6-15=-295/361, 7-15=-855/1334, 7-14=-970/797, 8-14=-951/1397, 8-13=-1840/1380, 9-13=-800/630, 9-12=0/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 5-6-10, Exterior(2R) 5-6-10 to 20-3-1, Interior(1) 20-3-1 to 21-6-15, Exterior(2R) 21-6-15 to 36-2-14, Interior(1) 36-2-14 to 37-7-13, Exterior(2E) 37-7-13 to 42-10-0 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=529, 10=466, 13=1424. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T21 Truss Type Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610501 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:26 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-PdkYW4Z61ltNfA3MNbzbNPiTR?hXQQDjvF8FDLztAhl Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 11 12 1320 19 18 17 16 15 14 27 28 3x6 5x6 5x8 4x6 3x6 5x12 5x6 5x12 3x6 3x4 2x4 2x4 3x4 4x4 4x8 3x4 2x4 4x4 7-6-13 7-6-13 13-8-9 6-1-12 14-11-1 1-2-8 15-11-7 1-0-6 21-0-0 5-0-9 26-10-15 5-10-15 29-0-0 2-1-1 29-2-0 0-2-0 34-11-15 5-9-15 41-10-0 6-10-1 -1-0-0 1-0-0 7-6-13 7-6-13 13-8-9 6-1-12 14-11-1 1-2-8 15-11-7 1-0-6 21-0-0 5-0-9 26-10-15 5-10-15 29-0-0 2-1-1 34-11-15 5-11-15 41-10-0 6-10-1 42-10-0 1-0-0 0-4-16-6-110-4-12-8-106-6-115.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [8:0-5-12,0-2-8], [10:0-3-0,Edge], [15:0-9-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.70 0.63 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.38 0.16 (loc) 19-20 19-20 15 l/defl >999 >914 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* 9-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 15=0-4-0, 12=0-8-0 Max Horz 2=-300(LC 8) Max Uplift 2=-542(LC 10), 15=-1379(LC 10), 12=-418(LC 19) Max Grav 2=847(LC 15), 15=2540(LC 1), 12=200(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2660/1779, 3-5=-1456/1026, 5-6=-1475/1187, 6-7=-854/729, 7-8=-134/260, 8-9=-490/1207, 9-11=-1040/1877, 11-12=-689/1425 BOT CHORD 2-20=-1494/2663, 19-20=-1494/2661, 18-19=-339/1085, 17-18=-123/256, 16-17=-1071/980, 15-16=-1735/1392, 14-15=-1235/783, 12-14=-1235/783 WEBS 3-20=0/273, 3-19=-1174/897, 5-19=-315/366, 7-18=-568/1104, 8-16=-1434/968, 9-16=-946/1534, 9-15=-1817/1329, 11-15=-791/576, 11-14=0/293, 6-19=-739/1091, 6-18=-585/419, 7-17=-930/775, 8-17=-906/1333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-6-13, Exterior(2R) 7-6-13 to 34-2-14, Interior(1) 34-2-14 to 37-7-13, Exterior(2E) 37-7-13 to 42-10-0 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=542, 15=1379, 12=418. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T22 Truss Type Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610502 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:28 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-L?sIxmaNYM75uUDlU0?3SqnpjpMFuNz0MZdMHEztAhj Scale = 1:74.4 1 2 3 4 5 6 7 8 9 10 11 12 13 1420 19 18 17 16 15 27 28 3x6 5x6 5x6 4x6 3x6 5x12 5x12 5x12 3x6 3x4 2x4 2x4 2x4 5x8 4x8 3x4 2x4 3x4 5-7-2 5-7-2 11-8-9 6-1-7 14-11-1 3-2-8 17-11-7 3-0-6 26-10-15 8-11-8 29-0-0 2-1-1 29-2-0 0-2-0 34-11-15 5-9-15 41-10-0 6-10-1 -1-0-0 1-0-0 5-7-2 5-7-2 11-8-9 6-1-7 14-11-1 3-2-8 17-11-7 3-0-6 22-8-7 4-9-0 26-10-15 4-2-8 29-0-0 2-1-1 34-11-15 5-11-15 41-10-0 6-10-1 42-10-0 1-0-0 0-4-16-6-100-4-12-3-106-6-105.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [9:0-3-0,0-2-4], [11:0-3-0,Edge], [16:0-9-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.72 0.67 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.41 0.16 (loc) 19-20 19-20 16 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 Weight: 225 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* 10-16: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-17 REACTIONS. (size)2=0-8-0, 16=0-4-0, 13=0-8-0 Max Horz 2=300(LC 9) Max Uplift 2=-532(LC 10), 16=-1412(LC 10), 13=-441(LC 19) Max Grav 2=836(LC 15), 16=2575(LC 1), 13=196(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2775/1837, 3-5=-1789/1222, 5-6=-1852/1430, 6-7=-527/517, 7-8=-519/506, 8-9=-501/1162, 9-10=-557/1251, 10-12=-1106/1948, 12-13=-756/1491 BOT CHORD 2-20=-1571/2777, 19-20=-1579/2789, 18-19=-240/899, 17-18=-460/502, 16-17=-1795/1459, 15-16=-1288/845, 13-15=-1288/845 WEBS 3-19=-952/729, 5-19=-387/454, 6-19=-944/1408, 6-18=-606/377, 7-18=-225/281, 9-17=-573/360, 10-17=-928/1586, 10-16=-1881/1330, 12-16=-794/575, 12-15=0/298, 8-18=-629/1160, 8-17=-1194/913 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-7-2, Exterior(2R) 7-7-2 to 34-2-14, Interior(1) 34-2-14 to 37-7-13, Exterior(2E) 37-7-13 to 42-10-0 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=532, 16=1412, 13=441. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T23 Truss Type Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610503 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:29 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-pBQg86b?JgGyWdox2kWI?1K?BCgQdpe9bDNvqgztAhi Scale = 1:73.2 1 2 3 4 5 6 7 8 9 1011 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 5x6 3x6 5x6 5x6 3x6 3x4 3x8 3x4 5x6 5x12 3x4 2x4 2x4 4x4 4x4 5-0-6 5-0-6 9-8-9 4-8-3 12-11-1 3-2-8 19-11-7 7-0-6 29-0-0 9-0-9 29-4-0 0-4-0 34-5-15 5-1-15 41-10-0 7-4-1 -1-0-0 1-0-0 5-0-6 5-0-6 9-8-9 4-8-3 12-11-1 3-2-8 19-11-7 7-0-6 24-11-15 5-0-8 28-10-15 3-11-0 34-5-15 5-7-0 41-10-0 7-4-1 42-10-0 1-0-0 0-4-15-8-100-4-11-10-105-8-105.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [8:0-3-12,0-3-0], [13:0-2-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.67 0.81 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.43 0.14 (loc) 12-23 13-14 13 l/defl >492 >816 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 8-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-12, 7-13 REACTIONS. (size)2=0-8-0, 10=0-8-0, 13=0-8-0 Max Horz 2=262(LC 9) Max Uplift 2=-518(LC 10), 10=-638(LC 8), 13=-1738(LC 10) Max Grav 2=847(LC 15), 13=2571(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2789/1696, 3-4=-2137/1253, 4-5=-1209/772, 5-6=-1107/756, 6-7=-313/156, 7-8=-1179/1651, 8-9=-84/1712, 9-10=-285/1687 BOT CHORD 2-17=-1444/2759, 16-17=-1446/2775, 15-16=-852/2041, 14-15=0/368, 13-14=-951/1115, 12-13=-1671/1660, 10-12=-1463/378 WEBS 4-16=-301/683, 4-15=-1036/671, 5-15=-6/254, 6-15=-757/1012, 6-14=-797/796, 8-13=-1242/1675, 8-12=-2197/819, 9-12=-464/631, 3-16=-619/537, 7-14=-831/1349, 7-13=-1259/931 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 5-7-2, Exterior(2R) 5-7-2 to 20-3-0, Interior(1) 20-3-0 to 21-7-0, Exterior(2R) 21-7-0 to 36-2-14, Interior(1) 36-2-14 to 37-7-13, Exterior(2E) 37-7-13 to 42-10-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=518, 10=638, 13=1738. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T24 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610504 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:30 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-HO_3LRcd4_Op7nN7cR1XXFt97c2zMF_Iqt6SM6ztAhh Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 12181716 15 14 13 25 26 27 28 29 30 31 32 5x6 5x6 3x6 5x8 3x6 5x12 5x6 7x10 3x6 2x4 3x10 4x4 4x6 4x4 2x4 3x4 7-8-9 7-8-9 14-4-15 6-8-6 21-11-7 7-6-8 29-0-0 7-0-9 29-4-0 0-4-0 30-10-15 1-6-15 36-6-6 5-7-7 41-10-0 5-3-11 -1-0-0 1-0-0 7-8-9 7-8-9 12-8-0 4-11-7 14-4-15 1-8-15 21-11-7 7-6-8 29-0-0 7-0-9 30-10-15 1-10-15 36-6-6 5-7-7 41-10-0 5-3-11 42-10-0 1-0-0 0-4-14-10-105-7-60-4-11-5-104-10-105.00 12 2.50 12 Plate Offsets (X,Y)-- [9:0-5-12,0-2-8], [15:0-7-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.72 0.66 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.38 0.12 (loc) 18 17-18 15 l/defl >999 >912 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 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* 8-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-17, 8-16 REACTIONS. (size)2=0-8-0, 15=0-8-0, 11=0-8-0 Max Horz 2=-257(LC 8) Max Uplift 2=-526(LC 10), 15=-1713(LC 10), 11=-581(LC 8) Max Grav 2=855(LC 15), 15=2520(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2600/1547, 3-4=-2674/1811, 4-5=-1302/854, 5-6=-1159/731, 6-8=-297/252, 8-9=-1295/1821, 9-10=-779/1642, 10-11=-43/1459 BOT CHORD 2-18=-1262/2569, 17-18=-311/1138, 16-17=-226/673, 15-16=-1928/1802, 14-15=-1422/995, 13-14=-1273/131, 11-13=-1273/131 WEBS 3-18=-429/545, 4-18=-1213/1766, 4-17=-197/490, 5-17=-732/562, 6-17=-1075/1379, 6-16=-985/887, 8-16=-1134/1858, 8-15=-1053/867, 9-15=-1037/1871, 9-14=-1253/278, 10-13=-728/253, 10-14=-651/1688 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-5-13, Exterior(2R) 7-5-13 to 12-8-0, Exterior(2E) 12-8-0 to 14-4-15, Interior(1) 14-4-15 to 25-8-12, Exterior(2R) 25-8-12 to 36-1-2, Interior(1) 36-1-2 to 37-7-13, Exterior(2E) 37-7-13 to 42-10-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=526, 15=1713, 11=581. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T25 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610505 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:31 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-laYRZndFrHWglxyKA8Ym4SPKp0OW5iSS2Xs0uZztAhg Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 11 1218171615 14 13 24 25 26 27 28 29 5x6 5x12 3x6 5x8 3x6 6x8 5x12 8x12 4x6 3x4 5x8 2x4 2x4 4x6 4x4 2x4 5-8-9 5-8-9 12-8-0 6-11-7 16-4-15 3-8-15 23-11-7 7-6-8 29-0-3 5-0-11 32-10-15 3-10-13 37-10-2 4-11-3 41-10-0 3-11-14 -1-0-0 1-0-0 5-8-9 5-8-9 12-8-0 6-11-7 16-4-15 3-8-15 23-11-7 7-6-8 28-1-4 4-1-13 28-8-6 0-7-2 32-10-15 4-2-9 36-3-13 3-4-14 37-10-2 1-6-5 41-10-0 3-11-14 42-10-0 1-0-0 0-4-14-0-105-7-60-4-11-0-104-0-105.00 12 2.50 12 Plate Offsets (X,Y)-- [9:0-5-12,0-2-8], [14:0-2-8,0-3-0], [17:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.66 0.70 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.44 0.15 (loc) 17-18 17-18 14 l/defl >999 >775 n/a L/d 240 180 n/a PLATES MT20 Weight: 219 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-14: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 8-14: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-17, 5-15 REACTIONS. (size)2=0-8-0, 14=0-10-9, 11=0-8-0 Max Horz 2=-263(LC 8) Max Uplift 2=-534(LC 10), 14=-1615(LC 10), 11=-488(LC 8) Max Grav 2=855(LC 15), 14=2304(LC 1), 11=165(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2839/1829, 3-4=-1159/800, 4-5=-1125/852, 5-6=-710/720, 6-8=-730/739, 8-9=-1391/1906, 9-10=-98/1167, 10-11=0/1039 BOT CHORD 2-18=-1529/2809, 17-18=-1474/2681, 16-17=-417/1158, 15-16=-413/1164, 14-15=-2020/1866, 13-14=-989/299, 11-13=-893/0 WEBS 3-18=-220/652, 3-17=-1637/1147, 4-17=-227/536, 5-17=-335/137, 5-15=-2001/1554, 6-15=-371/360, 8-15=-835/1447, 9-14=-1442/2486, 9-13=-1439/412, 8-14=-990/759, 10-13=-327/639 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-5-13, Exterior(2R) 7-5-13 to 12-8-0, Exterior(2E) 12-8-0 to 16-4-15, Interior(1) 16-4-15 to 27-8-12, Exterior(2R) 27-8-12 to 37-7-13, Exterior(2E) 37-7-13 to 42-10-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=534, 14=1615, 11=488. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T26 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610506 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:33 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-izfB_TeVNvmO_F6iHZbE9tVbWq?rZaClWrL7zRztAhe Scale = 1:75.9 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 5x6 5x12 3x6 8x10 3x6 5x8 4x4 6x8 3x6 2x4 4x4 5x8 2x4 6x8 3x8 3x4 2x4 3-8-9 3-8-9 12-8-0 8-11-7 18-4-15 5-8-15 26-1-4 7-8-5 27-0-3 0-10-15 30-6-1 3-5-15 34-10-15 4-4-14 41-10-0 6-11-1 -1-0-0 1-0-0 3-8-9 3-8-9 8-2-6 4-5-13 12-8-0 4-5-10 18-4-15 5-8-15 26-1-4 7-8-5 30-6-1 4-4-14 34-10-15 4-4-14 41-10-0 6-11-1 42-10-0 1-0-0 0-4-13-2-105-7-60-4-10-7-103-2-105.00 12 2.50 12 Plate Offsets (X,Y)-- [9:0-3-8,0-1-8], [10:0-7-0,0-2-4], [11:0-0-2,0-0-0], [16:0-3-4,Edge], [18:0-4-0,0-3-0], [19:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.97 0.90 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.59 0.12 (loc) 13-25 18-19 11 l/defl >513 >533 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-15: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16 REACTIONS. (size)2=0-8-0, 15=0-10-9, 11=0-8-0 Max Horz 2=257(LC 9) Max Uplift 2=-567(LC 10), 15=-1413(LC 10), 11=-626(LC 10) Max Grav 2=897(LC 1), 15=1901(LC 1), 11=453(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2992/2036, 3-4=-2978/2148, 4-5=-1199/1021, 5-6=-1209/1001, 6-7=-1111/1277, 7-9=-824/1121, 9-10=0/1020, 10-11=-487/1943 BOT CHORD 2-19=-1731/2935, 18-19=-1065/1689, 17-18=-734/1346, 16-17=-728/1352, 15-16=-1265/1006, 7-16=-404/411, 14-15=-733/0, 13-14=-1677/416, 11-13=-1635/408 WEBS 4-19=-785/1416, 4-18=-716/631, 5-18=-358/629, 6-18=-434/272, 6-16=-2737/2214, 9-15=-1070/2238, 9-14=-1081/446, 10-14=-657/1141, 10-13=-847/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-5-13, Exterior(2R) 7-5-13 to 17-10-3, Interior(1) 17-10-3 to 29-8-12, Exterior(2R) 29-8-12 to 37-7-13, Exterior(2E) 37-7-13 to 42-10-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=567, 15=1413, 11=626. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T27 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610507 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:34 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-A9DZBpf88CuFcPgvrH6Ti51oJDNzI1WulU4gVuztAhd Scale = 1:46.0 1 2 3 4 5 6 7 13 12 11 10 9 8 18 19 20 14 5x6 5x8 2x4 3x6 7x10 3x4 2x4 3x8 4x8 4x4 3x4 1-8-9 1-8-9 8-2-13 6-6-3 11-0-12 2-10-0 12-8-0 1-7-4 20-4-15 7-8-15 25-0-0 4-7-1 -1-0-0 1-0-0 1-8-9 1-8-9 8-2-13 6-6-3 12-8-0 4-5-3 20-4-15 7-8-15 25-0-0 4-7-1 0-4-12-4-105-7-62-4-102-2-00-2-105.00 12 2.50 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-4], [8:0-4-8,0-1-8], [13:0-7-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.84 0.78 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.34 0.13 (loc) 12-13 9-10 14 l/defl >999 >869 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 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* 7-14: 2x4 SP No.2, 3-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 14=0-4-0 Max Horz 2=202(LC 9) Max Uplift 2=-604(LC 10), 14=-528(LC 10) Max Grav 2=975(LC 1), 14=919(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2836/2257, 3-4=-1807/1519, 4-5=-1322/1233, 5-6=-1336/1167, 8-14=-919/737 BOT CHORD 2-13=-2198/2738, 12-13=-2183/2628, 10-12=-1399/1659, 9-10=-1561/1875, 8-9=-1554/1885 WEBS 3-13=-105/473, 6-9=0/275, 6-8=-1994/1649, 5-10=-420/661, 6-10=-786/635, 4-12=-48/275, 4-10=-687/558, 3-12=-972/787 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-5-13, Exterior(2R) 7-5-13 to 17-10-3, Interior(1) 17-10-3 to 24-10-4 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) Bearing at joint(s) 2, 14 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) 2=604, 14=528. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T28 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610508 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:35 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-eLnyP9gmvW06EYF5P_diEIa0KdmB1V?2z8qD1KztAhc Scale = 1:45.0 1 2 3 4 5 6 7 13 12 11 10 9 8 17 18 5x6 4x12 2x4 6x8 3x4 4x4 3x4 2x4 3x8 3x4 4x4 2x4 5-3-10 5-3-10 12-8-0 7-4-6 17-7-9 4-11-9 22-4-15 4-9-6 25-4-0 2-11-1 -1-0-0 1-0-0 5-3-10 5-3-10 12-8-0 7-4-6 17-7-9 4-11-9 22-4-15 4-9-6 25-4-0 2-11-1 0-4-11-6-105-7-61-6-105.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.69 0.59 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.25 0.07 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=222(LC 9) Max Uplift 8=-531(LC 10), 2=-615(LC 10) Max Grav 8=931(LC 1), 2=987(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2017/1648, 3-4=-1319/1165, 4-5=-1288/1195, 5-6=-1721/1454 BOT CHORD 2-13=-1542/1905, 11-13=-1542/1905, 10-11=-1278/1560, 9-10=-1464/1809, 8-9=-1455/1814 WEBS 3-13=0/267, 3-11=-854/696, 4-11=-406/621, 5-11=-592/480, 6-10=-282/193, 6-8=-1911/1529 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-5-13, Exterior(2R) 7-5-13 to 17-7-9, Interior(1) 17-7-9 to 22-4-15, Exterior(2E) 22-4-15 to 25-2-4 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) 8=531, 2=615. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T29 Truss Type Common Qty 4 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610509 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:35 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-eLnyP9gmvW06EYF5P_diEIa1rdkZ1gA2z8qD1KztAhc Scale = 1:43.8 1 2 3 4 5 6 7 9 8 16 17 18 19 4x4 3x4 5x6 2x4 5x6 2x4 4x4 9-4-4 9-4-4 15-11-12 6-7-7 25-4-0 9-4-4 -1-0-0 1-0-0 6-2-7 6-2-7 12-8-0 6-5-9 19-1-9 6-5-9 25-4-0 6-2-7 26-4-0 1-0-0 0-4-15-7-60-4-15.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge], [6:0-1-10,Edge], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.76 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.38 0.06 (loc) 8-15 8-15 6 l/defl >999 >800 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-257(LC 8) Max Uplift 2=-618(LC 10), 6=-618(LC 10) Max Grav 2=991(LC 1), 6=991(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1893/1636, 3-4=-1589/1386, 4-5=-1587/1384, 5-6=-1893/1637 BOT CHORD 2-9=-1356/1799, 8-9=-750/1137, 6-8=-1356/1725 WEBS 4-8=-317/565, 5-8=-511/556, 4-9=-319/566, 3-9=-509/555 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-5-13, Exterior(2R) 7-5-13 to 17-10-3, Interior(1) 17-10-3 to 21-1-13, Exterior(2E) 21-1-13 to 26-4-0 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=618, 6=618. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T29A Truss Type Common Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610510 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:36 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-6YLKcVhOgq8zsiqHyi8xnW7CE14lm6CBCoZnZmztAhb Scale = 1:42.6 1 2 3 4 5 6 8 7 15 16 17 18 4x4 4x4 3x4 5x6 2x4 5x6 2x4 9-4-4 9-4-4 15-11-12 6-7-7 25-4-0 9-4-4 -1-0-0 1-0-0 6-2-7 6-2-7 12-8-0 6-5-9 19-1-9 6-5-9 25-4-0 6-2-7 0-4-15-7-60-4-15.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge], [6:0-1-10,Edge], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.76 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.38 0.06 (loc) 7-11 7-11 6 l/defl >999 >795 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 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=252(LC 9) Max Uplift 6=-532(LC 10), 2=-620(LC 10) Max Grav 6=936(LC 1), 2=992(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1895/1647, 3-4=-1592/1397, 4-5=-1593/1408, 5-6=-1901/1670 BOT CHORD 2-8=-1416/1789, 7-8=-810/1140, 6-7=-1442/1734 WEBS 4-7=-337/570, 5-7=-516/575, 4-8=-318/566, 3-8=-509/555 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 7-5-13, Exterior(2R) 7-5-13 to 17-10-3, Interior(1) 17-10-3 to 20-1-13, Exterior(2E) 20-1-13 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=532, 2=620. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T30 Truss Type Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610511 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:38 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-2wT41AieCROh50_g47APsxCZDrorExrUf62uefztAhZ Scale = 1:44.5 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 4x6 4x6 3x4 3x4 3x4 2x4 3x4 3x4 3x4 2x4 3x4 6-3-6 6-3-6 11-11-1 5-7-11 13-4-15 1-5-14 19-0-10 5-7-11 25-4-0 6-3-6 -1-0-0 1-0-0 6-3-6 6-3-6 11-11-1 5-7-11 13-4-15 1-5-14 19-0-10 5-7-11 25-4-0 6-3-6 26-4-0 1-0-0 0-4-15-3-100-4-15-3-105.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.53 0.53 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.18 0.07 (loc) 11 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-244(LC 8) Max Uplift 2=-618(LC 10), 7=-618(LC 10) Max Grav 2=991(LC 1), 7=991(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1930/1463, 3-4=-1353/1107, 4-5=-1196/1099, 5-6=-1353/1107, 6-7=-1930/1463 BOT CHORD 2-13=-1190/1817, 11-13=-1190/1817, 10-11=-671/1196, 9-10=-1190/1749, 7-9=-1190/1749 WEBS 3-13=0/254, 3-11=-746/577, 4-11=-205/326, 5-10=-205/325, 6-10=-748/577, 6-9=0/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Interior(1) 4-2-3 to 4-7-2, Exterior(2R) 4-7-2 to 20-8-14, Interior(1) 20-8-14 to 21-1-13, Exterior(2E) 21-1-13 to 26-4-0 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) 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=618, 7=618. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T31 Truss Type Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610512 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:39 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-W71SEWjGzlWXjAZseqieP8lkFE3yzT7dumoRA5ztAhY Scale = 1:44.5 1 2 3 4 5 6 7 8 11 10 9 18 19 4x6 4x8 4x6 3x4 3x8 2x4 3x4 2x4 4x6 9-11-1 9-11-1 15-4-15 5-5-14 25-4-0 9-11-1 -1-0-0 1-0-0 5-5-15 5-5-15 9-11-1 4-5-2 15-4-15 5-5-14 19-10-1 4-5-2 25-4-0 5-5-15 26-4-0 1-0-0 0-4-14-5-100-4-14-5-105.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.57 0.86 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.49 0.06 (loc) 9-17 9-17 7 l/defl >999 >625 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-206(LC 8) Max Uplift 2=-618(LC 10), 7=-618(LC 10) Max Grav 2=991(LC 1), 7=991(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1904/1531, 3-4=-1555/1229, 4-5=-1397/1204, 5-6=-1554/1230, 6-7=-1904/1531 BOT CHORD 2-11=-1260/1783, 9-11=-837/1396, 7-9=-1260/1740 WEBS 3-11=-475/473, 4-11=-135/381, 5-9=-135/381, 6-9=-476/473 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 21-1-13, Exterior(2E) 21-1-13 to 26-4-0 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) 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=618, 7=618. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T32 Truss Type Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610513 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:40 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-?JarSskuk2eOKK82BXDtxMHsoeSeix9n7QX_jXztAhX Scale = 1:44.5 1 2 3 4 5 6 7 11 10 9 8 18 19 6x8 6x8 3x4 3x4 2x4 2x4 3x4 2x4 3x8 7-11-1 7-11-1 12-8-0 4-8-15 17-4-15 4-8-15 25-4-0 7-11-1 -1-0-0 1-0-0 7-11-1 7-11-1 12-8-0 4-8-15 17-4-15 4-8-15 25-4-0 7-11-1 26-4-0 1-0-0 0-4-13-7-100-4-13-7-105.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [3:0-5-4,0-2-4], [5:0-5-4,0-2-4], [6:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.71 0.70 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.28 0.06 (loc) 11-14 11-14 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 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-168(LC 8) Max Uplift 2=-618(LC 10), 6=-618(LC 10) Max Grav 2=991(LC 1), 6=991(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1793/1364, 3-4=-1772/1478, 4-5=-1772/1478, 5-6=-1793/1364 BOT CHORD 2-11=-1061/1605, 9-11=-1060/1614, 8-9=-1060/1614, 6-8=-1061/1605 WEBS 3-11=0/300, 5-8=0/300, 3-9=-171/344, 5-9=-172/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 21-1-13, Exterior(2E) 21-1-13 to 26-4-0 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) 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=618, 6=618. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T33 Truss Type Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610514 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:41 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-TV8DfCkXVMmFyTjFlFk6UZq_52jBRGdwM4HYF_ztAhW Scale = 1:44.5 1 2 3 4 5 6 7 8 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 4x6 4x6 4x6 4x4 3x4 7x8 2x4 4x4 3x8 4x6 2-10-13 2-10-13 5-11-1 3-0-4 10-5-10 4-6-9 14-10-6 4-4-13 19-4-15 4-6-9 22-5-3 3-0-4 25-4-0 2-10-13 -1-0-0 1-0-0 2-10-13 2-10-13 5-11-1 3-0-4 10-5-10 4-6-9 14-10-6 4-4-13 19-4-15 4-6-9 22-5-3 3-0-4 25-4-0 2-10-13 26-4-0 1-0-0 0-4-12-9-100-4-12-9-105.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-0-1], [7:0-1-13,0-0-1], [11:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MSH 0.93 1.00 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 -0.49 0.11 (loc) 10-11 10-11 7 l/defl >665 >616 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 7-11: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=131(LC 7) Max Uplift 2=-1279(LC 8), 7=-1332(LC 8) Max Grav 2=1848(LC 29), 7=1884(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4197/2845, 3-4=-3912/2721, 4-5=-5103/3545, 5-6=-3986/2824, 6-7=-4294/2961 BOT CHORD 2-12=-2490/3891, 11-12=-3357/5125, 10-11=-3429/5179, 9-10=-3429/5179, 7-9=-2596/3915 WEBS 3-12=-715/1218, 4-12=-1457/985, 4-11=-50/315, 5-10=-7/338, 5-9=-1447/920, 6-9=-668/1179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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=1279, 7=1332. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 lb down and 173 lb up at 5-11-1, 166 lb down and 162 lb up at 7-11-13, 166 lb down and 162 lb up at 9-11-13, 166 lb down and 162 lb up at 11-11-13, 166 lb down and 162 lb up at 13-4-3, 166 lb down and 162 lb up at 15-4-3, and 166 lb down and 162 lb up at 17-4-3, and 367 lb down and 383 lb up at 19-4-15 on top chord, and 324 lb down and 254 lb up at 5-11-1, 63 lb down and 20 lb up at 7-11-13, 63 lb down and 20 lb up at 9-11-13, 63 lb down and 20 lb up at 11-11-13, 63 lb down and 20 lb up at 13-4-3, 63 lb down and 20 lb up at 15-4-3, and 63 lb down and 20 lb up at 17-4-3, and 324 lb down and 254 lb up at 19-4-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T33 Truss Type Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610514 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:41 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-TV8DfCkXVMmFyTjFlFk6UZq_52jBRGdwM4HYF_ztAhW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 2-7=-20 Concentrated Loads (lb) Vert: 3=-88(B) 6=-170(B) 12=-324(B) 9=-324(B) 17=-88(B) 18=-88(B) 20=-88(B) 21=-88(B) 23=-88(B) 24=-88(B) 25=-51(B) 26=-51(B) 27=-51(B) 28=-51(B) 29=-51(B) 30=-51(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 3036061-GROZA-HOOD Truss T34 Truss Type Half Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610515 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:42 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-xiibtYl9Fgu6adIRJyFL1nN81S7MAhA4ak05nQztAhV Scale = 1:29.9 1 2 3 4 5 9 8 7 6 13 14 15 16 17 18 19 20 4x8 3x4 6x8 3x4 4x4 2x4 4x8 3x4 4-11-1 4-11-1 10-10-9 5-11-8 16-10-0 5-11-8 -1-0-0 1-0-0 4-11-1 4-11-1 10-10-9 5-11-8 16-10-0 5-11-8 0-4-12-4-105.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [3:0-5-4,0-2-0], [4:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MSH 0.98 0.75 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 0.26 -0.08 (loc) 7-9 7-9 6 l/defl >632 >766 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-7 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size)6=0-4-0, 2=0-8-0 Max Horz 2=163(LC 8) Max Uplift 6=-1444(LC 8), 2=-1261(LC 8) Max Grav 6=1148(LC 1), 2=1023(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/2543, 3-4=-2106/2636, 5-6=-275/316 BOT CHORD 2-9=-2398/1904, 7-9=-2425/1922, 6-7=-2636/2106 WEBS 3-9=-389/377, 4-6=-2152/2695, 3-7=-287/276, 4-7=-305/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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) 6=1444, 2=1261. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 379 lb up at 4-11-1, 126 lb down and 152 lb up at 6-11-13, 126 lb down and 152 lb up at 8-11-13, 126 lb down and 152 lb up at 10-11-13, 126 lb down and 152 lb up at 12-11-13, and 126 lb down and 152 lb up at 14-11-13, and 107 lb down and 146 lb up at 16-8-4 on top chord, and 111 lb down and 266 lb up at 4-11-1, 45 lb down and 108 lb up at 6-11-13, 45 lb down and 108 lb up at 8-11-13, 45 lb down and 108 lb up at 10-11-13, 45 lb down and 108 lb up at 12-11-13, and 45 lb down and 108 lb up at 14-11-13, and 60 lb down and 100 lb up at 16-8-4 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=-54, 3-5=-54, 6-10=-20 Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T34 Truss Type Half Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610515 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:43 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-PuGz4umn0z0zBnsdtgmaZ_vJnsTbv8QDpOmeJsztAhU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-147(F) 5=-81(F) 6=-47(F) 8=-39(F) 9=-106(F) 4=-61(F) 7=-39(F) 13=-61(F) 14=-61(F) 15=-61(F) 17=-61(F) 18=-39(F) 19=-39(F) 20=-39(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 3036061-GROZA-HOOD Truss T35 Truss Type Half Hip Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610516 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:43 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-PuGz4umn0z0zBnsdtgmaZ_vQ6sVGvIpDpOmeJsztAhU Scale = 1:13.3 1 2 3 4 6 5 7x8 2x4 2x4 3x4 1-4-13 1-4-13 5-11-10 4-6-13 -1-0-0 1-0-0 1-4-13 1-4-13 5-11-10 4-6-13 0-4-10-11-15.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [3:0-6-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.52 0.58 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.16 0.00 (loc) 5-6 5-6 2 l/defl >478 >424 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)5=0-7-10, 2=0-8-0 Max Horz 2=75(LC 10) Max Uplift 5=-119(LC 7), 2=-213(LC 10) Max Grav 5=211(LC 1), 2=274(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-151/282 WEBS 3-6=-340/459 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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) 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) 5=119, 2=213. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T36 Truss Type Roof Special Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610517 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:44 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-t4qLHEnPnH8qpxRqQNHp6CShJFuQek1M22VCsIztAhT Scale = 1:13.3 1 2 3 4 6 5 9 2x4 3x4 2x4 4x8 4x4 3-4-13 3-4-13 5-11-10 2-6-13 -1-0-0 1-0-0 3-4-13 3-4-13 5-11-10 2-6-13 0-4-11-9-15.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.17 0.39 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 0.01 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 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* 3-6: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-7-10 Max Horz 2=125(LC 8) Max Uplift 2=-345(LC 8), 5=-448(LC 8) Max Grav 2=488(LC 1), 5=705(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-849/497 BOT CHORD 2-6=-483/764, 5-6=-522/834 WEBS 3-6=-372/672, 3-5=-960/601 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=345, 5=448. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 708 lb down and 473 lb up at 4-0-12 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: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 9=-708(F) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T37 Truss Type GABLE Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610518 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:45 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-LGOkVan1YbHhR500_5o2eP?nWfCvN8NWHiFlOlztAhS Scale = 1:27.3 1 2 3 4 7 9 10 5 6 8 13 12 11 21 22 23 24 25 26 4x4 3x4 3x6 3x4 2x4 3x8 3x4 4x8 4x4 4x8 4x4 4x8 2x4 2x4 2x4 2x4 5-3-10 5-3-10 9-2-6 3-10-12 14-4-8 5-2-2 -1-0-0 1-0-0 5-3-10 5-3-10 9-2-6 3-10-12 14-4-8 5-2-2 0-4-14-0-131-9-112-0-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.46 0.50 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.09 0.02 (loc) 13-20 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 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 4-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. REACTIONS. (size)2=0-8-0, 11=Mechanical Max Horz 2=145(LC 7) Max Uplift 2=-561(LC 8), 11=-453(LC 8) Max Grav 2=754(LC 1), 11=728(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1383/959, 3-4=-781/417, 4-7=-465/200, 7-9=-495/173, 9-10=-986/705, 10-11=-641/461, 3-5=-545/547, 5-6=-529/529, 6-8=-565/559, 8-9=-575/568 BOT CHORD 2-13=-915/1270, 12-13=-911/1248 WEBS 4-6=-470/339, 6-12=-479/352, 8-12=-91/272, 7-8=-91/272, 10-12=-678/955 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide adequate drainage to prevent water ponding. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) 2=561, 11=453. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 281 lb down and 324 lb up at 4-0-6, and 109 lb down and 118 lb up at 13-10-7 on top chord, and 82 lb down and 141 lb up at 4-0-0, 36 lb down and 19 lb up at 5-9-4, 36 lb down and 19 lb up at 7-9-4, 36 lb down and 19 lb up at 9-9-4, and 36 lb down and 19 lb up at 11-9-4, and 39 lb down and 15 lb up at 13-9-4 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). Continued on page 2 January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T37 Truss Type GABLE Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610518 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:45 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-LGOkVan1YbHhR500_5o2eP?nWfCvN8NWHiFlOlztAhS LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 9-10=-54, 11-18=-20 Concentrated Loads (lb) Vert: 3=-94(B) 9=-54(B) 21=-82(B) 22=-28(B) 23=-28(B) 24=-28(B) 25=-28(B) 26=-33(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 3036061-GROZA-HOOD Truss T38 Truss Type Common Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610519 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:46 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-pTy6iwofJuPY2FbCYoKHBdXwI3ar6d_fVM_JwBztAhR Scale = 1:29.9 1 2 3 4 5 6 10 9 8 7 17 18 4x6 3x4 3x4 3x8 2x4 3x4 3x4 2x4 3x4 3-10-6 3-10-6 9-2-6 5-4-1 12-8-15 3-6-8 17-6-0 4-9-1 -1-0-0 1-0-0 3-10-6 3-10-6 9-2-6 5-4-1 12-8-15 3-6-8 17-6-0 4-9-1 0-4-14-0-130-6-15.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.52 0.33 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.09 0.03 (loc) 8-10 8-10 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 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-3-8, 2=0-8-0 Max Horz 2=178(LC 9) Max Uplift 6=-366(LC 10), 2=-456(LC 10) Max Grav 6=646(LC 1), 2=703(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1348/1662, 3-4=-900/1132, 4-5=-884/1157, 5-6=-1186/1476 BOT CHORD 2-10=-1434/1284, 8-10=-1434/1284, 7-8=-1219/1047, 6-7=-1219/1047 WEBS 4-8=-480/408, 3-8=-557/745, 5-8=-395/570 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 4-2-3, Corner(3R) 4-2-3 to 12-3-13, Corner(3E) 12-3-13 to 17-6-0 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=366, 2=456. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T38TR Truss Type Roof Special Qty 3 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610520 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:47 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-HfWUwFpH4CXPgOAP6WrWkq44nTner2Dpk0ksSdztAhQ Scale = 1:30.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 22 23 4x6 3x4 3x4 10x12 5x6 4x4 5x6 3x6 3x8 2x4 3x4 2x4 3x4 2-8-12 2-8-12 4-6-0 1-9-4 9-2-6 4-8-7 13-4-14 4-2-8 15-2-0 1-9-2 17-6-0 2-4-0 -1-0-0 1-0-0 2-8-12 2-8-12 4-6-0 1-9-4 9-2-6 4-8-7 13-4-14 4-2-8 15-2-0 1-9-2 17-6-0 2-4-0 0-4-14-0-130-6-10-8-05.00 12 Plate Offsets (X,Y)-- [7:0-0-3,0-1-11], [14:0-6-11,Edge], [14:Edge,0-7-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.93 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.21 0.12 (loc) 13-14 13-14 8 l/defl >999 >979 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 *Except* 14-15,9-10: 2x6 SP No.2, 3-7: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-2-0 oc bracing: 10-12 REACTIONS. (size)8=0-4-0, 2=0-8-0 Max Horz 2=178(LC 9) Max Uplift 8=-366(LC 10), 2=-456(LC 10) Max Grav 8=646(LC 1), 2=703(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-20=-1296/1312, 3-4=-1989/2062, 4-5=-1063/1149, 5-6=-1063/1149, 6-7=-1869/1937, 7-8=-1047/1092 BOT CHORD 2-15=-1132/1206, 14-15=-641/701, 3-14=-1267/1289, 13-14=-1845/1914, 12-13=-1845/1914, 11-12=-1718/1729, 10-11=-1718/1729, 7-10=-1246/1251, 9-10=-467/466, 8-9=-898/882 WEBS 5-12=-465/537, 3-15=-816/789, 4-13=-221/356, 4-12=-1052/1072, 6-11=-166/302, 6-12=-888/939, 7-9=-584/621 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 12-3-13, Exterior(2E) 12-3-13 to 17-6-0 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) 8=366, 2=456. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T39 Truss Type Common Qty 2 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610521 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:48 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-mr3s7bqwrWfGIYlbfDMlG2cHHtBdaZEyzgTP?4ztAhP Scale = 1:29.8 1 2 3 4 5 6 7 14 15 4x4 4x4 6x8 2x4 4x4 2x4 9-2-6 9-2-6 17-5-2 8-2-12 -1-0-0 1-0-0 5-5-9 5-5-9 9-2-6 3-8-13 12-5-2 3-2-12 17-5-2 5-0-0 0-4-14-0-120-6-65.00 12 Plate Offsets (X,Y)-- [6:Edge,0-1-5], [7:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.49 0.69 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.25 0.03 (loc) 7-13 7-13 6 l/defl >999 >828 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-3-2, 2=0-8-0 Max Horz 2=177(LC 9) Max Uplift 6=-364(LC 10), 2=-454(LC 10) Max Grav 6=643(LC 1), 2=700(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1178/1296, 3-4=-889/980, 4-5=-904/993, 5-6=-1144/1240 BOT CHORD 2-7=-1107/1098, 6-7=-1035/1009 WEBS 3-7=-410/550, 4-7=-447/495, 5-7=-327/456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 12-2-15, Exterior(2E) 12-2-15 to 17-5-2 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=364, 2=454. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T39TR Truss Type Roof Special Qty 2 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610522 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:49 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-E2dELxrYcpn7viKnDwt_pF9QIGTAJym5BKDzXWztAhO Scale = 1:30.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 22 23 4x6 3x4 3x4 10x12 5x6 4x4 5x6 3x6 3x8 2x4 3x4 2x4 3x4 2-8-12 2-8-12 4-6-1 1-9-5 9-2-6 4-8-5 13-4-10 4-2-4 15-2-0 1-9-6 17-5-2 2-3-2 -1-0-0 1-0-0 2-8-12 2-8-12 4-6-1 1-9-5 9-2-6 4-8-5 13-4-10 4-2-4 15-2-0 1-9-6 17-5-2 2-3-2 0-4-14-0-120-6-60-8-05.00 12 Plate Offsets (X,Y)-- [7:0-0-3,0-1-11], [14:0-6-11,Edge], [14:Edge,0-7-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.93 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.21 0.11 (loc) 13-14 13-14 8 l/defl >999 >985 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 14-15,9-10: 2x6 SP No.2, 3-7: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 4-3-0 oc bracing: 10-11 4-10-0 oc bracing: 11-12 JOINTS 1 Brace at Jt(s): 11 REACTIONS. (size)8=0-3-2, 2=0-8-0 Max Horz 2=177(LC 9) Max Uplift 8=-364(LC 10), 2=-454(LC 10) Max Grav 8=643(LC 1), 2=700(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-20=-1290/1309, 3-4=-1977/2056, 4-5=-1055/1144, 5-6=-1054/1144, 6-7=-1837/1907, 7-8=-998/1043 BOT CHORD 2-15=-1132/1201, 14-15=-640/698, 3-14=-1264/1281, 13-14=-1842/1903, 12-13=-1842/1903, 11-12=-1692/1698, 10-11=-1692/1698, 7-10=-1243/1245, 9-10=-439/436, 8-9=-850/831 WEBS 5-12=-462/532, 3-15=-812/788, 4-13=-221/355, 4-12=-1048/1071, 6-11=-154/292, 6-12=-864/915, 7-9=-554/592 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 12-2-15, Exterior(2E) 12-2-15 to 17-5-2 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) 8=364, 2=454. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T40 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610523 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:50 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-iEBdYHrAN7v_XsvzneODLTif_gza2TkFQ_yW3yztAhN Scale = 1:32.6 1 2 3 4 5 6 7 13 12 11 10 9 8 14 18 19 20 4x4 4x4 6x8 3x4 3x4 3x4 3x4 2x4 3x8 5x6 5x6 3x8 5-3-10 5-3-10 8-11-6 3-7-12 9-2-6 0-3-0 12-8-0 3-5-10 13-10-14 1-2-14 15-5-11 1-6-13 17-5-2 1-11-7 -1-0-0 1-0-0 5-3-10 5-3-10 8-11-6 3-7-12 12-8-0 3-8-10 14-11-11 2-3-11 15-5-11 0-6-0 17-5-2 1-11-7 0-4-11-6-114-0-131-4-01-0-00-2-111-6-115.00 12 2.50 12 Plate Offsets (X,Y)-- [10:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.35 0.28 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 0.01 (loc) 13-17 13-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 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* 5-10: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 10=0-4-0, 18=0-3-2 Max Horz 2=152(LC 9) Max Uplift 2=-326(LC 10), 10=-471(LC 10), 18=-37(LC 19) Max Grav 2=502(LC 15), 10=803(LC 1), 18=51(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-699/706, 3-4=-314/402, 4-5=-310/394, 5-6=-250/244 BOT CHORD 2-13=-652/705, 11-13=-652/705, 9-10=-234/274 WEBS 3-11=-509/545, 5-11=-464/527, 5-10=-681/820 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 14-1-9, Interior(1) 14-1-9 to 16-9-14 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) Bearing at joint(s) 10, 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) 18 except (jt=lb) 2=326, 10=471. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T41 Truss Type Roof Special Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610524 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:51 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-AQl?ldso8R1q90UALLvSugEqH4I9nu0Ofei4bPztAhM Scale = 1:32.6 1 2 3 4 5 6 11 10 9 8 7 12 16 17 18 4x6 5x12 3x4 5x6 5x6 2x4 5x12 2x4 3x4 3x8 4x6 3-10-5 3-10-5 6-5-0 2-6-11 8-11-6 2-6-6 12-8-0 3-8-10 12-10-0 0-2-0 15-10-15 3-0-15 17-0-8 1-1-9 17-5-2 0-4-10 -1-0-0 1-0-0 3-10-5 3-10-5 8-11-6 5-1-1 12-10-0 3-10-10 13-5-11 0-7-11 15-10-15 2-5-4 17-0-8 1-1-9 17-5-2 0-4-10 0-4-12-4-114-0-121-8-151-0-00-7-112-4-115.00 12 2.50 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-8], [6:0-4-8,0-2-12], [9:0-3-12,0-3-0], [12:0-3-0,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.38 0.26 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 0.01 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 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* 5-9: 2x6 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 9=0-4-0, 16=0-3-2 Max Horz 2=164(LC 10) Max Uplift 2=-320(LC 10), 9=-479(LC 10), 16=-59(LC 19) Max Grav 2=499(LC 15), 9=815(LC 1), 16=55(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-816/767, 3-4=-336/334, 4-5=-322/359 BOT CHORD 2-11=-845/824, 10-11=-845/824, 9-10=-259/265, 8-9=-271/274 WEBS 5-9=-694/805, 3-10=-582/619, 5-10=-592/602 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-2-3, Exterior(2R) 4-2-3 to 8-11-6, Exterior(2E) 8-11-6 to 12-10-0, Interior(1) 12-10-0 to 16-9-14 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) Bearing at joint(s) 16 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) 16 except (jt=lb) 2=320, 9=479. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T42 Truss Type Hip Girder Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610525 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:52 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-edJNzztQvk9hmA3Mu3QhRun2oUgzWPmYuIRd8rztAhL Scale = 1:16.4 1 2 3 4 5 6 8 7 4x4 4x4 3x4 3x8 3x4 2x4 2x4 1-0-0 1-0-0 1-2-0 0-2-0 3-0-0 1-10-0 3-8-0 0-8-0 6-0-0 2-4-0 6-8-0 0-8-0 -1-0-0 1-0-0 3-0-0 3-0-0 3-8-0 0-8-0 6-8-0 3-0-0 7-8-0 1-0-0 0-4-11-7-10-4-11-7-15.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-1-2], [5:0-3-5,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 5 5 5 l/defl >999 >999 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 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-4-0, 5=0-8-0 Max Horz 2=76(LC 7) Max Uplift 2=-466(LC 8), 5=-429(LC 8) Max Grav 2=392(LC 17), 5=371(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-311/327, 3-4=-264/284, 4-5=-304/303 BOT CHORD 2-8=-314/389, 7-8=-307/381, 5-7=-299/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 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=466, 5=429. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 lb down and 221 lb up at 3-0-0, and 92 lb down and 94 lb up at 3-8-0 on top chord, and 51 lb down and 51 lb up at 3-0-0, and 51 lb down and 51 lb up at 3-7-4 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=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-25(F) 4=-10(F) 8=-37(F) 7=-37(F) January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T43 Truss Type Common Qty 2 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610526 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:53 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-6ptlAJu2g2HYOJdYSmywz5KB_u_aFs_h6yBAgHztAhK Scale = 1:16.2 1 2 3 4 5 62x4 3x6 2x4 3x6 2x4 4x4 1-0-0 1-0-0 1-2-0 0-2-0 3-4-0 2-2-0 6-0-0 2-8-0 6-8-0 0-8-0 -1-0-0 1-0-0 3-4-0 3-4-0 6-8-0 3-4-0 7-8-0 1-0-0 0-4-11-8-110-4-15.00 12 Plate Offsets (X,Y)-- [2:0-0-10,0-0-0], [2:0-1-4,0-11-14], [4:0-0-10,0-0-0], [4:0-1-4,0-11-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.30 0.26 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-4-0, 4=0-8-0 Max Horz 2=-81(LC 8) Max Uplift 2=-394(LC 10), 4=-345(LC 10) Max Grav 2=321(LC 1), 4=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-158/475, 3-4=-155/448 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 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) 2=394, 4=345. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T44 Truss Type Common Qty 1 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610527 8.430 s Aug 16 2021 MiTek Industries, Inc. Fri Jan 21 09:15:54 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Y7EEavZU7ULDyVCnmvpcycyPCak-a?R7OfugRMPP0TCl0UT9WJsNtHLM_JOrLcwkCjztAhJ Scale = 1:16.2 1 2 3 4 5 62x4 3x6 2x4 3x6 2x4 4x4 1-0-0 1-0-0 1-2-0 0-2-0 3-4-0 2-2-0 5-6-0 2-2-0 5-8-0 0-2-0 6-8-0 1-0-0 -1-0-0 1-0-0 3-4-0 3-4-0 6-8-0 3-4-0 7-8-0 1-0-0 0-4-11-8-110-4-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10], [2:0-1-4,0-11-14], [4:0-1-14,0-0-10], [4:0-1-4,0-11-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.22 0.23 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-4-0, 4=0-4-0 Max Horz 2=82(LC 9) Max Uplift 2=-370(LC 10), 4=-370(LC 10) Max Grav 2=301(LC 1), 4=301(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-139/319, 3-4=-139/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 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) 2=370, 4=370. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 3036061-GROZA-HOOD Truss T45 Truss Type COMMON Qty 9 Ply 1 Groza Builders Inc - Tortuga - Hood Res. Job Reference (optional) T26610528 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jan 24 11:50:33 2022 Page 1 Builders FirstSource, Plant City, Florida ID:Y7EEavZU7ULDyVCnmvpcycyPCak-JYZ9cVEcgvVZWxmzPlAx8weloR46Fm?2L_VVFNzsKZa Scale = 1:22.4 1 2 3 4 5 6 7 12 11 10 9 8 4x4 2x4 2x4 3x8 3x4 2x4 2x4 3x4 2x4 2x4 0-7-8 0-7-8 3-3-8 2-8-0 5-11-8 2-8-0 6-7-0 0-7-8 -1-0-8 1-0-8 3-3-8 3-3-8 6-7-0 3-3-8 7-7-8 1-0-8 2-0-43-4-112-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.18 0.15 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 10 10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-12,6-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)11=297/0-4-0, 9=297/0-4-0 Max Horz 11=207(LC 9) Max Uplift 11=-262(LC 10), 9=-231(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-199/345, 5-9=-199/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=74ft; L=52ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 262 lb uplift at joint 11 and 231 lb uplift at joint 9. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 24,2022 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