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HomeMy WebLinkAboutREVISED TRUSSCUTS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 3035562-GROZA-5804RAI - GROZA - CRESTVIEW 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 65 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: 5804RAI Customer Info: Groza Builders Inc Project Name: 5804RAI Model: . Subdivision: 5804 RAINTREE TRAIL - NEWTON RES Address: 5804 RAINTREE TRAIL , . State: FLCity: Fort Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: January 11,2022 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 T26496232 C1 Date 1/11/222T26496233C1A1/11/223T26496234C21/11/224T26496235C2AC1/11/225T26496236C2T1/11/226T26496237C31/11/227T26496238C3AC1/11/228T26496239C3T1/11/229T26496240C41/11/2210T26496241C51/11/2211T26496242C5T1/11/2212T26496243C61/11/2213T26496244C6T1/11/2214T26496245J11/11/2215T26496246J21/11/2216T26496247J31/11/2217T26496248J41/11/2218T26496249K11/11/2219T26496250K21/11/2220T26496251K31/11/2221T26496252K41/11/2222T26496253T11/11/22 No.Seal#Truss Name 23 T26496254 T2 Date 1/11/2224T26496255T31/11/2225T26496256T41/11/2226T26496257T51/11/2227T26496258T61/11/2228T26496259T71/11/2229T26496260T81/11/2230T26496261T91/11/2231T26496262T101/11/2232T26496263T111/11/2233T26496264T121/11/2234T26496265T131/11/2235T26496266T141/11/2236T26496267T151/11/2237T26496268T161/11/2238T26496269T171/11/2239T26496270T181/11/2240T26496271T191/11/2241T26496272T201/11/2242T26496273T211/11/2243T26496274T221/11/2244T26496275T231/11/22 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 3035562-GROZA-5804RAI - GROZA - CRESTVIEW 2 of 2 Site Information: Lot/Block: 5804RAI Customer Info: Groza Builders Inc Project Name: 5804RAI Model: . Subdivision: 5804 RAINTREE TRAIL - NEWTON RES Address: 5804 RAINTREE TRAIL , . State: FLCity: Fort Pierce No.Seal#Truss Name 45 T26496276 T24 Date 1/11/2246T26496277T251/11/2247T26496278T261/11/2248T26496279T271/11/2249T26496280T281/11/2250T26496281T291/11/2251T26496282T301/11/2252T26496283T311/11/2253T26496284T321/11/2254T26496285T331/11/2255T26496286T341/11/2256T26496287T351/11/2257T26496288T361/11/2258T26496289T371/11/2259T26496290T381/11/2260T26496291T391/11/2261T26496292T401/11/2262T26496293T411/11/2263T26496294T41A1/11/2264T26496295V11/11/2265T26496296V21/11/22 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 3035562-GROZA-5804RAI Truss C1 Truss Type Jack-Open Qty 5 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496232 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:53 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-OjbDvMOwOKmWm_BeKDl4voKkBzuKCclKBvaKR1zwh4u Scale = 1:6.5 1 2 4 3 2x4 ST1.5x8 STP -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)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES 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) 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.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0 Max Horz 2=63(LC 10) Max Uplift 3=-2(LC 7), 2=-148(LC 10) Max Grav 3=23(LC 11), 2=118(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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 3 and 148 lb uplift at joint 2. January 11,2022 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 3035562-GROZA-5804RAI Truss C1A Truss Type Jack-Open Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496233 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:53 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-OjbDvMOwOKmWm_BeKDl4voKmwzuZCclKBvaKR1zwh4u Scale = 1:6.5 1 3 2 2x4 ST1.5x8 STP 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)-- [1:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.02 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical Max Horz 1=25(LC 10) Max Uplift 1=-15(LC 10), 2=-27(LC 10) Max Grav 1=37(LC 1), 2=38(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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 27 lb uplift at joint 2. January 11,2022 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 3035562-GROZA-5804RAI Truss C2 Truss Type Jack-Open Qty 4 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496234 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:54 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-sv9c6iPY9euNN8mqtwGJS0tvlNDxx3?TQZJtzTzwh4t Scale = 1:10.8 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.15 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -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=-62(LC 10), 2=-146(LC 10) 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 146 lb uplift at joint 2. January 11,2022 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 3035562-GROZA-5804RAI Truss C2AC Truss Type Jack-Open Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496235 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:55 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-K5j_K2QAwx0E?IL0RdnY?DP4DmXXgVEdfD3QWwzwh4s Scale = 1:10.8 1 2 3 2x4 0-4-8 0-4-8 3-0-0 2-7-8 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 0.16 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 3-7 3-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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)1=0-4-0, 2=Mechanical, 3=Mechanical Max Horz 1=74(LC 10) Max Uplift 1=-56(LC 10), 2=-69(LC 10) Max Grav 1=133(LC 1), 2=63(LC 15), 3=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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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 56 lb uplift at joint 1 and 69 lb uplift at joint 2. January 11,2022 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 3035562-GROZA-5804RAI Truss C2T Truss Type Jack-Open Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496236 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-oIHMXNRohF85dSwD?LInXRyFQAtXPyUmuto_2Mzwh4r Scale = 1:10.8 1 2 3 7 6 4 5 2x4 ST1.5x8 STP 2x4 2x4 2x4 2-8-0 2-8-0 3-0-0 0-4-0 -1-0-0 1-0-0 2-8-0 2-8-0 3-0-0 0-4-0 0-4-11-7-10-11-11-2-100-8-05.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.13 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 5 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 *Except* 6-7: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=113(LC 10) Max Uplift 4=-25(LC 10), 2=-143(LC 10), 5=-29(LC 10) Max Grav 4=31(LC 15), 2=178(LC 1), 5=87(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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 4, 143 lb uplift at joint 2 and 29 lb uplift at joint 5. January 11,2022 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 3035562-GROZA-5804RAI Truss C3 Truss Type Jack-Open Qty 2 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496237 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-oIHMXNRohF85dSwD?LInXRy9DAoDPyUmuto_2Mzwh4r Scale = 1:14.9 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-2] 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=124(LC 15), 2=242(LC 1), 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3, 171 lb uplift at joint 2 and 1 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2022 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 3035562-GROZA-5804RAI Truss C3AC Truss Type Jack-Open Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496238 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:57 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-GUrkljSRSZGxFbVPZ2p04eVJna918Pkv6XYXaozwh4q Scale = 1:15.4 1 2 3 3x4 0-4-8 0-4-8 5-0-0 4-7-8 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 0.54 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.01 (loc) 3-7 3-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-4-0, 2=Mechanical, 3=Mechanical Max Horz 1=125(LC 10) Max Uplift 1=-87(LC 10), 2=-124(LC 10) Max Grav 1=205(LC 1), 2=117(LC 15), 3=80(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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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 87 lb uplift at joint 1 and 124 lb uplift at joint 2. 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 11,2022 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 3035562-GROZA-5804RAI Truss C3T Truss Type Jack-Open Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496239 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:58 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-kgP6y3S3DsOosl4b6mLFcs1YD_Tats_3LAH46Ezwh4p Scale = 1:14.9 1 2 3 7 6 4 5 2x4 ST1.5x8 STP 2x4 3x4 2x4 2-8-0 2-8-0 5-0-0 2-4-0 -1-0-0 1-0-0 2-8-0 2-8-0 5-0-0 2-4-0 0-4-12-5-11-9-12-0-100-8-05.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10], [3:0-5-4,0-1-15], [6:0-0-8,0-1-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.31 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.05 -0.02 (loc) 5-6 5-6 5 l/defl >981 >999 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 *Except* 6-7: 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=163(LC 10) Max Uplift 4=-91(LC 10), 2=-166(LC 10), 5=-25(LC 10) Max Grav 4=107(LC 15), 2=254(LC 1), 5=94(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-297/211 BOT CHORD 2-7=-377/343, 3-6=-343/377 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4, 166 lb uplift at joint 2 and 25 lb uplift at joint 5. 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 11,2022 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 3035562-GROZA-5804RAI Truss C4 Truss Type Jack-Open Qty 6 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496240 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-CtzV9PTh_AWfUvfngTsU93algOxkcJECaq1efhzwh4o Scale = 1:6.5 1 2 4 3 2x4 ST1.5x8 STP 1-0-0 1-0-0 -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)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES 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) 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.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0 Max Horz 2=63(LC 10) Max Uplift 3=-2(LC 7), 2=-148(LC 10) Max Grav 3=23(LC 11), 2=118(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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 3 and 148 lb uplift at joint 2. January 11,2022 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 3035562-GROZA-5804RAI Truss C5 Truss Type Jack-Open Qty 5 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496241 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:56:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-CtzV9PTh_AWfUvfngTsU93alVOw6cJECaq1efhzwh4o Scale = 1:10.8 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.15 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -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=-62(LC 10), 2=-146(LC 10) 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3 and 146 lb uplift at joint 2. January 11,2022 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 3035562-GROZA-5804RAI Truss C5T Truss Type Jack-Open Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496242 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:00 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-h3WtNlUJlUeW63E_EBNjiH6wQnFTKmUMoUmBB7zwh4n Scale = 1:10.8 1 2 3 7 6 4 5 2x4 ST1.5x8 STP 2x4 2x4 2x4 2-8-0 2-8-0 3-0-0 0-4-0 -1-0-0 1-0-0 2-8-0 2-8-0 3-0-0 0-4-0 0-4-11-7-10-11-11-2-100-8-05.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.13 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 5 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 *Except* 6-7: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=113(LC 10) Max Uplift 4=-25(LC 10), 2=-143(LC 10), 5=-29(LC 10) Max Grav 4=31(LC 15), 2=178(LC 1), 5=87(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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 4, 143 lb uplift at joint 2 and 29 lb uplift at joint 5. January 11,2022 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 3035562-GROZA-5804RAI Truss C6 Truss Type Jack-Open Qty 3 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496243 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:01 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-9F4Fa5VxWnmNjDpAouuyEUf?yBVO3DkV18WljZzwh4m Scale = 1:14.9 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-2] 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=124(LC 15), 2=242(LC 1), 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3, 171 lb uplift at joint 2 and 1 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2022 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 3035562-GROZA-5804RAI Truss C6T Truss Type Jack-Open Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496244 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:02 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-dSedoRVZH5vELNOMLcPBniCECbqWogzfGoFIG0zwh4l Scale = 1:14.9 1 2 3 7 6 4 5 2x4 ST1.5x8 STP 2x4 3x4 2x4 2-8-0 2-8-0 5-0-0 2-4-0 -1-0-0 1-0-0 2-8-0 2-8-0 5-0-0 2-4-0 0-4-12-5-11-9-10-8-05.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10], [3:0-5-4,0-1-15], [6:0-0-8,0-1-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.31 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.05 -0.02 (loc) 5-6 5-6 5 l/defl >981 >999 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 *Except* 6-7: 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=163(LC 10) Max Uplift 4=-91(LC 10), 2=-166(LC 10), 5=-25(LC 10) Max Grav 4=107(LC 15), 2=254(LC 1), 5=94(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-297/211 BOT CHORD 2-7=-377/343, 3-6=-343/377 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 4, 166 lb uplift at joint 2 and 25 lb uplift at joint 5. 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 11,2022 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 3035562-GROZA-5804RAI Truss J1 Truss Type Jack-Open Qty 12 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496245 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:03 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-5eC??nWB2P15zWyZvJwQJvkFj?7dX7DoVS?roSzwh4k Scale = 1:17.5 1 2 3 4 3x4 ST1.5x8 STP 6-3-12 6-3-12 -1-0-0 1-0-0 6-3-12 6-3-12 0-4-12-11-105.00 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 0.90 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.15 -0.00 (loc) 4-7 4-7 3 l/defl >459 >500 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 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=196(LC 10) Max Uplift 3=-157(LC 10), 2=-190(LC 10) Max Grav 3=160(LC 15), 2=290(LC 1), 4=110(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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 3 and 190 lb uplift at joint 2. 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 11,2022 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 3035562-GROZA-5804RAI Truss J2 Truss Type Jack-Open Qty 8 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496246 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:03 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-5eC??nWB2P15zWyZvJwQJvkJM?8QX33oVS?roSzwh4k Scale = 1:17.5 1 2 3 7 6 4 5 2x4 ST1.5x8 STP 3x4 2x4 3x6 2-8-0 2-8-0 6-3-12 3-7-12 -1-0-0 1-0-0 2-8-0 2-8-0 6-3-12 3-7-12 0-4-12-11-102-3-102-7-30-8-05.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10], [3:0-3-14,0-1-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.67 0.68 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.17 -0.05 (loc) 5-6 5-6 5 l/defl >415 >453 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 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=196(LC 10) Max Uplift 4=-138(LC 10), 2=-183(LC 10), 5=-16(LC 10) Max Grav 4=146(LC 15), 2=303(LC 1), 5=122(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-371/490 BOT CHORD 2-7=-744/444, 6-7=-488/334 WEBS 3-7=-533/894 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 4, 183 lb uplift at joint 2 and 16 lb uplift at joint 5. 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 11,2022 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 3035562-GROZA-5804RAI Truss J3 Truss Type Jack-Open Qty 13 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496247 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:04 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-ZqmND7Xqpi9yagXlT0Rfs7HUvPWKGaTxj6kPKuzwh4j Scale: 3/4"=1' 1 2 3 4 3x4 ST1.5x8 STP 5-6-12 5-6-12 -1-0-0 1-0-0 5-6-12 5-6-12 0-4-12-7-142-3-72-7-145.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-2] 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 0.68 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.09 -0.00 (loc) 4-7 4-7 3 l/defl >643 >697 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=177(LC 10) Max Uplift 3=-136(LC 10), 2=-179(LC 10), 4=-1(LC 10) Max Grav 3=139(LC 15), 2=262(LC 1), 4=96(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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 3, 179 lb uplift at joint 2 and 1 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2022 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 3035562-GROZA-5804RAI Truss J4 Truss Type Jack-Open Qty 7 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496248 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:05 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-10KmQSYSa0HpCq6x1kzuPKqicous?1j5ymUysLzwh4i Scale = 1:14.5 1 2 3 4 3x4 ST1.5x8 STP 4-10-0 4-10-0 -1-0-0 1-0-0 4-10-0 4-10-0 0-4-12-4-31-11-132-4-35.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-2] 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 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 -0.00 (loc) 4-7 4-7 3 l/defl >960 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=159(LC 10) Max Uplift 3=-116(LC 10), 2=-169(LC 10), 4=-1(LC 10) Max Grav 3=119(LC 15), 2=236(LC 1), 4=83(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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 3, 169 lb uplift at joint 2 and 1 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2022 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 3035562-GROZA-5804RAI Truss K1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496249 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-VDu8doZ4LKPgq_h8aRU7xYMtqCEkkQMEBQDWPnzwh4h Scale = 1:19.8 1 2 3 7 6 5 11 12 4 13 14 15 2x4 ST1.5x8 STP ST1.5x8 STP 2x4 2x4 3x4 3x4 0-8-0 0-8-0 4-9-7 4-1-7 8-11-2 4-1-11 -1-5-0 1-5-0 4-9-7 4-9-7 8-11-2 4-1-11 0-3-132-11-60-4-12-7-52-11-63.54 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 0.46 0.38 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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 8-9-3 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=197(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 4=-141(LC 8), 2=-326(LC 8), 6=-162(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=444(LC 1), 2=444(LC 1), 6=328(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-772/358 BOT CHORD 2-7=-454/738, 6-7=-454/738 WEBS 3-6=-783/482 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4, 326 lb uplift at joint 2 and 162 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 80 lb up at 4-4-12, 114 lb down and 80 lb up at 4-4-12, and 146 lb down and 145 lb up at 7-2-11, and 146 lb down and 145 lb up at 7-2-11 on top chord, and 32 lb down and 7 lb up at 1-6-12, 32 lb down and 7 lb up at 1-6-12, 18 lb down at 4-4-12, 18 lb down at 4-4-12, and 38 lb down and 24 lb up at 7-2-11, and 38 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: 11=-2(F=-1, B=-1) 12=-82(F=-41, B=-41) 13=1(F=0, B=0) 14=-17(F=-9, B=-9) 15=-63(F=-32, B=-32) January 11,2022 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 3035562-GROZA-5804RAI Truss K2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496250 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:07 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-zPSWr8Zi5dXXR8GK89?MUlvyVcVSTt4OQ4z3xDzwh4g Scale = 1:19.6 1 2 3 4 10 9 8 7 6 17 18 5 19 20 21 3x4 ST1.5x8 STP ST1.5x8 STP 2x4 2x4 3x6 3x6 2x4 3x4 3x4 0-8-0 0-8-0 3-8-8 3-0-8 6-1-12 2-5-3 8-11-2 2-9-6 -1-5-0 1-5-0 3-8-8 3-8-8 6-1-12 2-5-3 8-11-2 2-9-6 0-3-132-11-62-3-60-8-03.54 12 Plate Offsets (X,Y)-- [2:0-3-10,0-0-3], [3:0-7-10,0-1-7], [3:0-5-8,0-1-8] 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-MP 0.85 0.67 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.24 0.07 (loc) 9 9 7 l/defl >492 >441 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 9-10: 2x4 SP No.3, 3-6: 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=197(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5 except 2=-368(LC 8), 7=-288(LC 8) Max Grav All reactions 250 lb or less at joint(s) 5 except 2=491(LC 1), 2=491(LC 1), 7=469(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1066/622 BOT CHORD 3-9=-693/1044, 8-9=-693/1044, 7-8=-693/1044 WEBS 4-8=-192/388, 4-7=-1140/757 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=368, 7=288. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 38 lb up at 4-4-12, 93 lb down and 38 lb up at 4-4-12, and 140 lb down and 117 lb up at 7-2-11, and 140 lb down and 117 lb up at 7-2-11 on top chord, and 32 lb down and 7 lb up at 1-6-12, 32 lb down and 7 lb up at 1-6-12, 54 lb down and 55 lb up at 4-4-12, 54 lb down and 55 lb up at 4-4-12, and 55 lb down and 53 lb up at 7-2-11, and 55 lb down and 53 lb up at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 10-11=-20, 6-9=-20 Continued on page 2 January 11,2022 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 3035562-GROZA-5804RAI Truss K2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496250 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:08 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-Sb?u2UaKsxfO3IrWisWb0zS7F0rhCKJXekicTfzwh4f LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=-52(F=-26, B=-26) 19=1(F=0, B=0) 20=-109(F=-54, B=-54) 21=-109(F=-55, B=-55) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 3035562-GROZA-5804RAI Truss K3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496251 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:09 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-woZGGqbydFnFhRQiGa1qZA_RDQGdxpngtOSA?6zwh4e Scale = 1:17.2 1 2 3 7 6 11 4 12 13 5 2x4 ST1.5x8 STP ST1.5x8 STP 3x4 2x4 3x4 0-8-0 0-8-0 4-3-2 3-7-2 7-10-6 3-7-5 -1-5-0 1-5-0 4-3-2 4-3-2 7-10-6 3-7-5 0-3-132-7-103.54 12 Plate Offsets (X,Y)-- [2:0-3-10,0-0-11] 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 0.37 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.01 (loc) 6-7 6-7 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 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 9-9-9 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=178(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 4=-197(LC 6), 2=-298(LC 8), 5=-132(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=396(LC 1), 2=396(LC 1), 5=311(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-653/274 BOT CHORD 2-7=-358/624, 6-7=-358/624 WEBS 3-6=-669/383 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint 4, 298 lb uplift at joint 2 and 132 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 80 lb up at 4-4-12, 114 lb down and 80 lb up at 4-4-12, and 124 lb down and 138 lb up at 7-2-11, and 124 lb down and 138 lb up at 7-2-11 on top chord, and 32 lb down and 7 lb up at 1-6-12, 32 lb down and 7 lb up at 1-6-12, 18 lb down at 4-4-12, 18 lb down at 4-4-12, and 47 lb down and 21 lb up at 7-2-11, and 47 lb down and 21 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: 3=-2(F=-1, B=-1) 7=-17(F=-9, B=-9) 11=-127(F=-63, B=-63) 12=1(F=0, B=0) 13=-80(F=-40, B=-40) January 11,2022 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 3035562-GROZA-5804RAI Truss K4 Truss Type Diagonal Hip Girder Qty 2 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496252 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:10 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-O_7fTAcaOYv5Ib?vpHY35OXeTpeRgH9q62BjYYzwh4d Scale = 1:15.4 1 2 3 7 6 11 4 12 13 5 2x4 ST1.5x8 STP ST1.5x8 STP 3x4 2x4 3x4 0-8-0 0-8-0 3-8-15 3-0-15 6-10-0 3-1-2 -1-5-0 1-5-0 3-8-15 3-8-15 6-10-0 3-1-2 0-3-132-4-03.54 12 Plate Offsets (X,Y)-- [2:0-3-10,0-0-11] 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 0.21 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=159(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 2=-268(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 5 except 2=341(LC 1), 2=341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-500/177 BOT CHORD 2-7=-248/477, 6-7=-248/477 WEBS 3-6=-514/267 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=268. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 80 lb up at 4-4-12, and 114 lb down and 80 lb up at 4-4-12 on top chord, and 32 lb down and 7 lb up at 1-6-12, 32 lb down and 7 lb up at 1-6-12, and 18 lb down at 4-4-12, and 18 lb down 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: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=-2(F=-1, B=-1) 12=1(F=0, B=0) 13=-17(F=-9, B=-9) January 11,2022 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 3035562-GROZA-5804RAI Truss T1 Truss Type Hip Girder Qty 1 Ply 3 GROZA - CRESTVIEW Job Reference (optional) T26496253 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:12 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-KNFPusdrwA9pYv8HxibXBpcuwdEH83b7ZMgqcRzwh4b Scale = 1:51.2 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 20 2x4 5x8 4x4 2x4 4x6 2x4 7x8 3x4 6x8 3x8 6x8 6x8 3x10 3-6-0 3-6-0 6-1-0 2-7-0 9-10-13 3-9-13 13-8-9 3-9-13 17-9-8 4-0-15 17-9-14 0-0-6 3-6-0 3-6-0 6-1-0 2-7-0 9-10-13 3-9-13 13-8-9 3-9-13 17-9-14 4-1-5 6-11-98-5-13-6-68-5-15.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-2-8], [7:Edge,0-4-8], [9:0-3-8,0-4-0], [13:0-4-0,0-4-8] 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 0.55 0.63 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.08 0.02 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 540 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* 1-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-5-8, 7=0-4-0 Max Horz 13=-210(LC 8) Max Uplift 13=-4244(LC 8), 7=-3797(LC 8) Max Grav 13=6435(LC 1), 7=6137(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3318/2256, 3-4=-3830/2516, 4-5=-5240/3337 BOT CHORD 11-13=-1446/2297, 10-11=-1463/2323, 9-10=-2874/4704, 8-9=-2702/4388, 7-8=-2702/4388 WEBS 2-11=-949/1457, 2-10=-2238/3450, 4-10=-2646/1737, 4-9=-545/970, 5-9=-415/690, 5-8=-1000/1733, 2-13=-5943/3895, 5-7=-6809/4188 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) Provide adequate drainage to prevent water ponding. 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) 13=4244, 7=3797. Continued on page 2 Special connection required to distribute top chord loads equally between all plies. 832.1/(3x1.25x106)= 3 nails/24" ->Current number of nails are enough. PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. January 11,2022 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 3035562-GROZA-5804RAI Truss T1 Truss Type Hip Girder Qty 1 Ply 3 GROZA - CRESTVIEW Job Reference (optional) T26496253 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:12 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-KNFPusdrwA9pYv8HxibXBpcuwdEH83b7ZMgqcRzwh4b NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 844 lb down and 600 lb up at 3-11-0, 849 lb down and 601 lb up at 6-1-0, 866 lb down and 591 lb up at 7-11-0, 872 lb down and 581 lb up at 9-11-0, and 741 lb down and 506 lb up at 11-11-0, and 758 lb down and 507 lb up at 13-11-0 on top chord, and 615 lb down and 440 lb up at 1-10-12, 869 lb down and 587 lb up at 1-11-0, 678 lb down and 459 lb up at 3-10-12, 679 lb down and 456 lb up at 5-10-12, 679 lb down and 438 lb up at 7-10-12, 698 lb down and 422 lb up at 9-10-12, 678 lb down and 413 lb up at 11-10-12, 616 lb down and 399 lb up at 13-10-12, and 616 lb down and 391 lb up at 15-10-12, and 750 lb down and 484 lb up at 15-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-6=-54, 7-13=-20 Concentrated Loads (lb) Vert: 3=-832(F) 11=-616(B) 10=-614(B) 4=-832(F) 9=-615(B) 8=-616(B) 5=-718(F) 14=-832(F) 15=-826(F) 16=-701(F) 17=-1485(F=-869, B=-615) 18=-614(B) 19=-613(B) 20=-1366(F=-750, B=-616) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 3035562-GROZA-5804RAI Truss T2 Truss Type Hip Girder Qty 1 Ply 2 GROZA - CRESTVIEW Job Reference (optional) T26496254 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:34 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-hcajWNuekwxhBHqWDK_h4SXYiVnMIy_Mdn?_O9zwh4F Scale = 1:94.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 6x8 ST1.5x8 STP ST1.5x8 STP 4x6 6x8 3x10 4x6 4x6 4x6 7x8 4x6 3x6 2x4 4x4 4x8 2x4 7x8 4x4 5x6 3x10 5x6 4x4 2x4 4x8 2x4 8x12 4x6 7x8 3-5-12 3-5-12 6-3-12 2-10-0 13-5-1 7-1-5 20-4-9 6-11-9 27-5-0 7-0-7 29-6-8 2-1-8 32-11-12 3-5-4 38-8-4 5-8-8 44-8-4 6-0-0 48-4-0 3-7-12 48-8-5 0-4-5 51-0-0 2-3-11 -1-0-0 1-0-0 3-5-12 3-5-12 6-3-12 2-10-0 13-5-1 7-1-5 20-4-9 6-11-9 27-5-0 7-0-7 29-6-8 2-1-8 32-11-12 3-5-4 38-8-4 5-8-8 44-8-4 6-0-0 48-4-0 3-7-12 48-8-5 0-4-5 51-0-0 2-3-11 52-0-0 1-0-0 0-4-12-11-100-4-10-8-02-11-105.00 12 Plate Offsets (X,Y)-- [4:0-2-4,0-3-0], [12:0-5-8,0-3-0], [13:0-5-4,0-6-10], [14:0-1-13,Edge], [14:0-0-11,Edge], [21:0-6-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MSH 0.91 0.44 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.36 0.14 (loc) 16 16 14 l/defl >926 >790 n/a L/d 240 180 n/a PLATES MT20 Weight: 671 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-7,10-12,7-10: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 14-16: 2x4 SP No.2, 13-19: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 8-20,9-18,12-18: 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, Except: 6-0-0 oc bracing: 23-24,20-21. WEBS 1 Row at midpt 6-21 REACTIONS. (size)2=0-8-0, 14=0-8-0, 23=0-4-0 Max Horz 2=135(LC 7) Max Uplift 2=-1188(LC 8), 14=-1006(LC 8), 23=-2931(LC 8) Max Grav 2=1744(LC 17), 14=1502(LC 18), 23=4585(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3994/2624, 3-4=-3951/2629, 4-5=-4609/3154, 5-6=-4604/3150, 6-8=-2418/3969, 8-9=-1319/873, 9-11=-3980/2591, 11-12=-3980/2591, 12-13=-4376/2767, 13-32=-505/400 BOT CHORD 2-28=-2321/3667, 27-28=-2321/3667, 26-27=-2291/3684, 24-26=-1539/2430, 20-21=-4093/2686, 18-20=-729/1319, 17-18=-2529/4224, 13-17=-2474/4119 WEBS 3-27=-355/336, 4-27=-235/720, 4-26=-708/1014, 5-26=-833/823, 6-26=-1513/2348, 6-24=-3/298, 21-23=-4321/2947, 8-21=-2690/1950, 8-20=-3533/5651, 9-20=-1193/939, 9-18=-1805/2805, 11-18=-584/580, 12-18=-282/214, 12-17=-501/1004, 21-24=-1654/2640, 6-21=-6482/4224 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1188, 14=1006, 23=2931. Continued on page 2 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. January 11,2022 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 3035562-GROZA-5804RAI Truss T2 Truss Type Hip Girder Qty 1 Ply 2 GROZA - CRESTVIEW Job Reference (optional) T26496254 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:35 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-9o86jjvGVE3YoRPin1Vwcf3jSu7b1PEVsRlYwbzwh4E NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 293 lb down and 362 lb up at 6-3-12, 145 lb down and 173 lb up at 8-4-8, 145 lb down and 173 lb up at 10-4-8, 145 lb down and 173 lb up at 12-4-8, 145 lb down and 173 lb up at 14-4-8, 145 lb down and 173 lb up at 16-4-8, 145 lb down and 173 lb up at 18-4-8, 145 lb down and 173 lb up at 20-4-8, 145 lb down and 173 lb up at 22-4-8, 145 lb down and 173 lb up at 24-4-8, 145 lb down and 173 lb up at 26-4-8, 145 lb down and 173 lb up at 28-4-8, 138 lb down and 154 lb up at 30-4-8, 138 lb down and 154 lb up at 32-4-8, 138 lb down and 154 lb up at 34-7-8, 138 lb down and 154 lb up at 36-7-8, 138 lb down and 154 lb up at 38-7-8, 138 lb down and 154 lb up at 40-7-8, and 138 lb down and 154 lb up at 42-7-8, and 168 lb down and 242 lb up at 44-8-4 on top chord, and 351 lb down and 210 lb up at 6-3-12, 70 lb down and 20 lb up at 8-4-8, 70 lb down and 20 lb up at 10-4-8, 70 lb down and 20 lb up at 12-4-8, 70 lb down and 20 lb up at 14-4-8, 70 lb down and 20 lb up at 16-4-8, 70 lb down and 20 lb up at 18-4-8, 70 lb down and 20 lb up at 20-4-8, 70 lb down and 20 lb up at 22-4-8, 70 lb down and 20 lb up at 24-4-8, 70 lb down and 20 lb up at 26-4-8, 70 lb down and 20 lb up at 28-4-8, 82 lb down and 36 lb up at 30-4-8, 82 lb down and 36 lb up at 32-4-8, 82 lb down and 36 lb up at 34-7-8, 82 lb down and 36 lb up at 36-7-8, 82 lb down and 36 lb up at 38-7-8, 82 lb down and 36 lb up at 40-7-8, and 82 lb down and 36 lb up at 42-7-8, and 514 lb down and 353 lb up at 44-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-12=-54, 12-15=-54, 2-22=-20, 13-21=-20, 16-31=-20 Concentrated Loads (lb) Vert: 4=-151(F) 7=-98(F) 12=-85(F) 27=-351(F) 6=-98(F) 24=-55(F) 11=-85(F) 18=-75(F) 17=-514(F) 36=-98(F) 37=-98(F) 38=-98(F) 40=-98(F) 41=-98(F) 42=-98(F) 44=-98(F) 45=-98(F) 46=-98(F) 48=-85(F) 49=-85(F) 50=-85(F) 51=-85(F) 53=-85(F) 54=-85(F) 55=-55(F) 56=-55(F) 57=-55(F) 58=-55(F) 59=-55(F) 60=-55(F) 61=-55(F) 62=-55(F) 63=-55(F) 64=-55(F) 66=-75(F) 67=-75(F) 68=-75(F) 69=-75(F) 70=-75(F) 71=-75(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 3035562-GROZA-5804RAI Truss T3 Truss Type Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496255 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:53 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-dFDvVt7ZGmK?yCnArpq9LSpp09BrFVF9_E6VYYzwh3y Scale = 1:94.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 33 34 35 36 37 38 6x8 ST1.5x8 STP ST1.5x8 STP 4x6 6x8 4x6 4x6 4x6 4x6 4x8 2x4 4x8 2x4 4x8 4x4 5x12 3x10 2x4 4x12 4x4 3x6 2x4 7x8 4x6 10x14 4x6 8-3-12 8-3-12 14-8-3 6-4-7 21-0-9 6-4-7 27-5-0 6-4-7 29-6-8 2-1-8 34-11-12 5-5-4 42-8-4 7-8-8 45-6-2 2-9-14 48-4-0 2-9-14 51-0-0 2-8-0 -1-0-0 1-0-0 4-5-12 4-5-12 8-3-12 3-10-0 14-8-3 6-4-7 21-0-9 6-4-7 27-5-0 6-4-7 29-6-8 2-1-8 34-11-12 5-5-4 42-8-4 7-8-8 45-6-2 2-9-14 48-4-0 2-9-14 51-0-0 2-8-0 52-0-0 1-0-0 0-4-13-9-100-4-10-8-03-9-105.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-2], [8:0-3-8,0-2-8], [11:0-1-12,0-3-4], [13:0-5-11,0-6-8], [13:0-1-13,0-2-11], [21:0-5-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.84 0.76 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.39 0.14 (loc) 16 16 14 l/defl >965 >722 n/a L/d 240 180 n/a PLATES MT20 Weight: 334 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4,11-15: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 14-16: 2x4 SP No.2, 13-19: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-24, 8-20, 6-21 REACTIONS. (size)2=0-8-0, 14=0-8-0, 23=0-4-0 Max Horz 2=-175(LC 8) Max Uplift 2=-565(LC 10), 14=-463(LC 10), 23=-1263(LC 10) Max Grav 2=908(LC 19), 14=741(LC 16), 23=2343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1797/1358, 3-4=-1524/1100, 4-5=-1385/1079, 5-6=-537/373, 6-8=-1194/1958, 8-9=-507/459, 9-11=-508/462, 11-12=-1199/930, 12-13=-1850/1349, 13-14=-390/353 BOT CHORD 2-27=-1117/1703, 25-27=-765/1414, 24-25=-765/1414, 20-21=-1982/1520, 18-20=-601/1105, 17-18=-1083/1704, 13-17=-1078/1697, 13-16=-145/268 WEBS 3-27=-371/384, 4-27=-91/350, 5-24=-1063/798, 6-24=-298/598, 21-23=-2237/1546, 8-21=-1317/1014, 8-20=-1770/2579, 9-20=-408/474, 11-20=-689/479, 11-18=-169/429, 12-18=-769/556, 12-17=-194/369, 21-24=-134/552, 6-21=-2432/1661 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=45ft; L=51ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-3-6, Exterior(2R) 4-3-6 to 15-6-5, Interior(1) 15-6-5 to 35-5-11, Exterior(2R) 35-5-11 to 46-10-13, Exterior(2E) 46-10-13 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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=565, 14=463, 23=1263. 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 11,2022 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 3035562-GROZA-5804RAI Truss T4 Truss Type Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496256 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-lmWqDJHjClz90CHg52ZCNCr3KOZYoQ43_mlhVIzwh3l Scale = 1:94.7 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 31 32 33 34 35 36 6x8 ST1.5x8 STP ST1.5x8 STP 6x8 3x6 2x4 4x4 4x8 4x4 3x10 4x4 4x8 3x6 2x4 10x12 7x10 5-5-12 5-5-12 10-3-12 4-10-0 18-10-6 8-6-10 27-5-0 8-6-10 29-6-8 2-1-8 33-11-12 4-5-4 40-8-4 6-8-8 44-6-2 3-9-14 48-4-0 3-9-14 51-0-0 2-8-0 -1-0-0 1-0-0 5-5-12 5-5-12 10-3-12 4-10-0 18-10-6 8-6-10 27-5-0 8-6-10 29-6-8 2-1-8 33-11-12 4-5-4 40-8-4 6-8-8 44-6-2 3-9-14 48-4-0 3-9-14 51-0-0 2-8-0 52-0-0 1-0-0 0-4-14-7-100-4-10-8-04-7-105.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-3-12], [9:0-4-0,0-2-2], [11:0-0-9,0-2-11], [11:0-5-11,0-6-8], [19:0-6-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.74 0.97 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.40 0.14 (loc) 14 14 12 l/defl >948 >709 n/a L/d 240 180 n/a PLATES MT20 Weight: 338 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6,6-9: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 12-14: 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 4-22, 7-21, 7-18 2 Rows at 1/3 pts 5-19 REACTIONS. (size)2=0-8-0, 12=0-8-0, 21=0-4-0 Max Horz 2=-212(LC 8) Max Uplift 2=-534(LC 10), 12=-427(LC 10), 21=-1331(LC 10) Max Grav 2=876(LC 19), 12=681(LC 16), 21=2482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1715/1202, 3-4=-1240/893, 4-5=-677/474, 5-7=-1217/2005, 8-9=-599/597, 9-10=-693/599, 10-11=-1426/1056, 11-12=-352/325 BOT CHORD 2-25=-954/1640, 24-25=-954/1640, 22-24=-522/1114, 18-19=-2020/1600, 16-18=-264/316, 15-16=-798/1285, 11-15=-796/1282 WEBS 3-24=-591/479, 4-24=-131/412, 4-22=-635/475, 5-22=-103/566, 19-21=-2361/1684, 7-19=-1430/1110, 7-18=-1454/2067, 8-18=-744/700, 8-16=-609/884, 10-16=-856/642, 10-15=-129/331, 19-22=-142/679, 5-19=-2545/1802 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=45ft; L=51ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-1-3, Exterior(2R) 4-1-3 to 17-6-5, Interior(1) 17-6-5 to 33-5-11, Exterior(2R) 33-5-11 to 46-10-13, Exterior(2E) 46-10-13 to 52-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 4x6 MT20 unless otherwise indicated. 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) 2=534, 12=427, 21=1331. 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 11,2022 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 3035562-GROZA-5804RAI Truss T5 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496257 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:10 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-dXlK3hKDG_TbVpaRKud8X20pa?55kB7fvNjue3zwh3h Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 34 3x8 ST1.5x8 STP 5x6 6x8 6x8 4x6 6x8 4x6 4x4 4x8 4x8 2x4 2x4 6x8 2x4 4x8 4x8 3x6 2x4 4x6 4x6 4x6 5-4-13 5-4-13 11-11-12 6-6-15 19-7-4 7-7-8 27-1-0 7-5-12 32-7-12 5-6-12 38-4-4 5-8-8 44-2-4 5-10-0 50-8-0 6-5-12 5-4-13 5-4-13 11-11-12 6-6-15 19-7-4 7-7-8 27-1-0 7-5-12 32-7-12 5-6-12 38-4-4 5-8-8 44-2-4 5-10-0 50-8-0 6-5-12 51-8-0 1-0-0 2-8-05-5-100-4-15-5-105.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-2-2], [16:0-4-0,0-4-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.47 0.36 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.14 0.03 (loc) 20-21 20-21 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 347 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 8-11: 2x4 SP No.2 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. WEBS 1 Row at midpt 4-16, 7-16 REACTIONS. (size)22=0-4-0, 16=0-4-0, 10=0-8-0 Max Horz 22=-189(LC 8) Max Uplift 22=-534(LC 10), 16=-1375(LC 10), 10=-449(LC 29) Max Grav 22=935(LC 19), 16=2439(LC 1), 10=742(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-861/692, 1-2=-1670/1252, 2-3=-1103/868, 3-4=-957/911, 4-5=-775/1270, 5-7=-775/1270, 7-8=-509/591, 8-9=-584/548, 9-10=-1268/936 BOT CHORD 20-21=-1079/1710, 18-20=-100/354, 16-18=-100/354, 15-16=-279/404, 13-15=-279/404, 12-13=-698/1108, 10-12=-698/1108 WEBS 1-21=-1304/1739, 2-21=-617/623, 2-20=-797/639, 3-20=-74/271, 4-20=-674/794, 4-18=0/290, 4-16=-1778/1355, 5-16=-380/354, 7-16=-1349/1098, 7-13=-663/802, 8-13=-156/263, 9-13=-758/601, 9-12=0/279 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=45ft; L=51ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 5-4-13, Interior(1) 5-4-13 to 6-10-15, Exterior(2R) 6-10-15 to 17-0-9, Interior(1) 17-0-9 to 33-3-7, Exterior(2R) 33-3-7 to 43-5-1, Interior(1) 43-5-1 to 46-7-3, Exterior(2E) 46-7-3 to 51-8-0 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) 22=534, 16=1375, 10=449. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 263 lb down and 315 lb up at 4-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 January 11,2022 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 3035562-GROZA-5804RAI Truss T5 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496257 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:10 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-dXlK3hKDG_TbVpaRKud8X20pa?55kB7fvNjue3zwh3h LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-8=-54, 8-11=-54, 10-22=-20 Concentrated Loads (lb) Vert: 25=-183 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 3035562-GROZA-5804RAI Truss T6 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496258 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:11 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-5jJjH1Lr1IbS7z9dub8N4FZ04PQ6TiJp71TSBWzwh3g Scale = 1:49.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 23 3x4 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 3x4 4x4 2x4 3x4 3x4 2x4 6x8 3x4 4x8 3x4 3x4 4-9-14 4-9-14 8-8-0 3-10-2 9-0-0 0-4-0 14-4-0 5-4-0 20-4-8 6-0-8 26-5-0 6-0-8 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 14-4-0 5-4-0 20-4-8 6-0-8 26-5-0 6-0-8 0-4-16-3-114-3-112-0-06-3-115.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [6:0-5-4,0-2-0] 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 0.35 0.37 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.07 -0.01 (loc) 15-18 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-14: 2x4 SP No.3 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=Mechanical, 2=0-8-0, 14=0-8-0 Max Horz 2=401(LC 10) Max Uplift 9=-371(LC 7), 2=-353(LC 10), 14=-853(LC 10) Max Grav 9=636(LC 19), 2=368(LC 19), 14=994(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-430/665, 5-6=-731/451, 6-7=-675/489 BOT CHORD 2-15=-954/373, 14-15=-954/373, 13-14=-770/649, 5-13=-715/672, 10-11=-483/617, 9-10=-489/675 WEBS 3-15=-535/200, 3-14=-432/1039, 5-11=-445/621, 7-9=-786/572 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=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-1-1, Exterior(2R) 10-1-1 to 18-6-15, Interior(1) 18-6-15 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone; porch left 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) 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) 9=371, 2=353, 14=853. 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 11,2022 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 3035562-GROZA-5804RAI Truss T7 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496259 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:12 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-avt5UNMTobjIk7kpSIgccT55tpf8CCcyMhC?jyzwh3f Scale = 1:50.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 23 3x4 ST1.5x8 STP ST1.5x8 STP 5x6 2x4 6x8 3x4 5x6 3x4 3x4 3x4 2x4 6x8 4x8 3x4 4-9-14 4-9-14 8-8-0 3-10-2 9-0-0 0-4-0 16-4-0 7-4-0 26-5-0 10-1-0 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 16-4-0 7-4-0 21-4-8 5-0-8 26-5-0 5-0-8 0-4-17-1-115-1-112-0-07-1-115.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.73 0.77 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.42 -0.01 (loc) 9-10 9-10 9 l/defl >999 >497 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 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=Mechanical, 2=0-8-0, 13=0-8-0 Max Horz 2=451(LC 10) Max Uplift 9=-379(LC 10), 2=-331(LC 10), 13=-867(LC 10) Max Grav 9=636(LC 19), 2=368(LC 19), 13=994(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/603, 3-5=-260/149, 5-6=-746/411, 6-7=-606/462 BOT CHORD 2-14=-947/368, 13-14=-947/368, 12-13=-790/662, 5-12=-725/690, 9-10=-392/460 WEBS 3-14=-535/199, 3-13=-410/1011, 5-10=-328/513, 7-10=-99/262, 7-9=-607/550 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=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-1-1, Exterior(2R) 12-1-1 to 20-6-15, Interior(1) 20-6-15 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone; porch left 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) 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) 9=379, 2=331, 13=867. 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 11,2022 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 3035562-GROZA-5804RAI Truss T8 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496260 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:13 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-26RThjM6Zvr9MHJ000Br9geH_D0Vxfe5bLyYFOzwh3e Scale = 1:53.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 23 24 3x4 ST1.5x8 STP ST1.5x8 STP 3x4 6x8 3x4 2x4 5x8 4x4 3x4 2x4 6x8 3x4 3x4 4x8 4-9-14 4-9-14 8-8-0 3-10-2 9-0-0 0-4-0 18-4-0 9-4-0 26-5-0 8-1-0 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 13-8-0 4-8-0 18-4-0 4-8-0 26-5-0 8-1-0 0-4-17-11-115-11-112-0-07-11-115.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [7:0-5-4,0-2-4], [8:Edge,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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.65 0.76 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 -0.02 (loc) 10-12 10-12 9 l/defl >999 >623 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-9 REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0 Max Horz 2=502(LC 10) Max Uplift 9=-393(LC 10), 2=-318(LC 10), 13=-866(LC 10) Max Grav 9=740(LC 15), 2=369(LC 2), 13=1110(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-434/575, 3-5=-309/199, 6-7=-727/383, 8-9=-211/251 BOT CHORD 2-14=-977/383, 13-14=-977/383, 12-13=-952/629, 5-12=-298/287, 10-12=-539/670, 9-10=-429/660 WEBS 3-14=-532/203, 3-13=-479/1046, 6-12=-803/629, 7-10=0/390, 7-9=-769/493 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=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-1-1, Exterior(2R) 14-1-1 to 22-6-15, Interior(1) 22-6-15 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone; porch left 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, with BCDL = 10.0psf. 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) 9=393, 2=318, 13=866. 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 11,2022 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 3035562-GROZA-5804RAI Truss T9 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496261 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:15 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-_UYD6OOM5W5tbbTO7RDJE5jaA0f3PbRO2fRfKHzwh3c Scale = 1:57.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 3x4 ST1.5x8 STP ST1.5x8 STP 5x6 3x4 6x8 3x4 5x6 3x4 3x4 3x4 2x4 6x8 2x4 4x8 4-9-14 4-9-14 8-8-0 3-10-2 9-0-0 0-4-0 16-8-0 7-8-0 26-5-0 9-9-0 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 16-8-0 7-8-0 20-4-0 3-8-0 26-5-0 6-1-0 0-4-18-9-116-9-112-0-08-9-115.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.86 0.95 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.55 -0.01 (loc) 9-10 9-10 9 l/defl >605 >382 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-9 REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0 Max Horz 2=552(LC 10) Max Uplift 9=-402(LC 10), 2=-290(LC 10), 13=-885(LC 10) Max Grav 9=775(LC 15), 2=380(LC 2), 13=1109(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-454/496, 3-5=-371/206, 5-6=-887/306, 6-7=-884/475 BOT CHORD 2-14=-955/401, 13-14=-955/401, 12-13=-963/646, 5-12=-854/675, 9-10=-345/461 WEBS 3-14=-535/199, 3-13=-452/1018, 5-10=-350/679, 6-10=-350/426, 7-10=-280/672, 7-9=-629/500 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=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-1-1, Exterior(2R) 16-1-1 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone; porch left 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, with BCDL = 10.0psf. 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) 9=402, 2=290, 13=885. 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 11,2022 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 3035562-GROZA-5804RAI Truss T10 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496262 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:13 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-oZpn6CeThTHg93jUVP6mj091S1XHtRDGo0QN8tzwh4a Scale = 1:59.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 19 20 21 22 3x4 ST1.5x8 STP ST1.5x8 STP 5x6 3x4 6x8 3x4 5x6 4x4 3x4 3x4 2x4 6x8 4x4 3x4 2x4 4-9-14 4-9-14 8-8-0 3-10-2 9-0-0 0-4-0 17-6-12 8-6-12 22-4-0 4-9-4 26-5-0 4-1-0 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 17-6-12 8-6-12 22-4-0 4-9-4 26-5-0 4-1-0 0-4-19-7-117-7-112-0-09-7-115.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [8:Edge,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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.63 0.77 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.29 -0.02 (loc) 9-10 9-10 9 l/defl >999 >714 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0 Max Horz 2=603(LC 10) Max Uplift 9=-418(LC 10), 2=-271(LC 10), 13=-887(LC 10) Max Grav 9=774(LC 15), 2=375(LC 2), 13=1122(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-443/448, 3-5=-419/238, 5-6=-861/261 BOT CHORD 2-14=-963/390, 13-14=-963/390, 12-13=-977/632, 5-12=-839/667, 9-10=-496/773 WEBS 3-14=-534/201, 3-13=-454/1019, 5-10=-350/636, 6-10=0/355, 6-15=-854/531, 9-15=-888/585 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=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 18-1-1, Exterior(2R) 18-1-1 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 zone; porch left 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, with BCDL = 10.0psf. 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) 9=418, 2=271, 13=887. 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 11,2022 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 3035562-GROZA-5804RAI Truss T11 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496263 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:14 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-GlN9JXf5SnPXnDIg27d?GEiCeRsRcukQ1g9xhJzwh4Z Scale: 3/16"=1' 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 19 20 21 22 3x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 6x8 3x4 5x6 4x4 3x4 3x4 2x4 6x8 4x4 3x4 2x4 4-9-14 4-9-14 8-8-0 3-10-2 9-0-0 0-4-0 17-6-12 8-6-12 24-4-0 6-9-4 26-5-0 2-1-0 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 17-6-12 8-6-12 24-4-0 6-9-4 26-5-0 2-1-0 0-4-110-5-118-5-112-0-010-5-115.00 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 0.60 0.78 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.30 -0.02 (loc) 9-10 9-10 9 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-9, 6-15 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0 Max Horz 2=653(LC 10) Max Uplift 9=-436(LC 10), 2=-251(LC 10), 13=-889(LC 10) Max Grav 9=795(LC 15), 2=375(LC 2), 13=1125(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/396, 3-4=-473/264, 4-6=-862/194 BOT CHORD 2-14=-967/391, 13-14=-967/391, 12-13=-979/621, 4-12=-842/657, 9-10=-487/785 WEBS 3-14=-534/201, 3-13=-455/1021, 4-10=-339/652, 6-10=0/356, 6-15=-879/535, 9-15=-933/612 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 20-1-1, Exterior(2R) 20-1-1 to 24-4-0, Exterior(2E) 24-4-0 to 26-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=436, 2=251, 13=889. 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 11,2022 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 3035562-GROZA-5804RAI Truss T12 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496264 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:16 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-D8UwkDgL_OfF0WS3AYfTLfnYXEXz4nbiU_e1lCzwh4X Scale: 3/16"=1' 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 19 20 21 22 3x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 6x8 3x4 3x8 3x4 3x4 3x4 2x4 6x8 4x4 3x4 2x4 4-9-14 4-9-14 8-8-0 3-10-2 9-0-0 0-4-0 16-10-12 7-10-12 24-6-8 7-7-12 26-5-0 1-10-8 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 16-10-12 7-10-12 24-6-8 7-7-12 26-5-0 1-10-8 0-4-110-6-128-6-122-0-010-6-125.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [8:Edge,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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.64 0.84 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.42 -0.02 (loc) 9-10 9-10 9 l/defl >926 >499 n/a L/d 240 180 n/a PLATES MT20 Weight: 154 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-9, 6-9 REACTIONS. (size)9=Mechanical, 2=0-8-0, 13=0-8-0 Max Horz 2=658(LC 10) Max Uplift 9=-439(LC 10), 2=-250(LC 10), 13=-888(LC 10) Max Grav 9=797(LC 15), 2=379(LC 2), 13=1119(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-455/396, 3-4=-481/262, 4-6=-898/199 BOT CHORD 2-14=-974/402, 13-14=-974/402, 12-13=-968/612, 4-12=-849/642, 9-10=-512/830 WEBS 3-14=-533/200, 3-13=-462/1036, 4-10=-400/742, 6-15=-896/544, 9-15=-960/632, 6-10=0/343 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 20-3-9, Exterior(2R) 20-3-9 to 24-6-8, Exterior(2E) 24-6-8 to 26-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=439, 2=250, 13=888. 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 11,2022 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 3035562-GROZA-5804RAI Truss T13 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496265 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:17 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-hK2IxZhzlin6eg1FkFAiusKmme_SpMtsjeObHezwh4W Scale = 1:60.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 3x4 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 3x4 3x6 3x4 3x4 3x4 2x4 4x4 3x4 3x4 4x8 6x8 4-9-14 4-9-14 9-0-0 4-2-2 15-9-4 6-9-4 22-6-8 6-9-4 26-5-0 3-10-8 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 15-9-4 6-9-4 22-6-8 6-9-4 26-5-0 3-10-8 0-4-19-8-127-8-122-0-09-8-125.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-2-0] 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 0.41 0.44 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 -0.02 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-10, 7-9 REACTIONS. (size)9=Mechanical, 2=0-8-0, 14=0-8-0 Max Horz 2=608(LC 10) Max Uplift 9=-420(LC 10), 2=-76(LC 10), 14=-695(LC 10) Max Grav 9=635(LC 1), 2=367(LC 1), 14=1043(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-427/0, 3-5=-461/236, 5-6=-754/251, 6-7=-366/150 BOT CHORD 2-15=-289/395, 14-15=-289/395, 13-14=-809/639, 5-13=-743/668, 10-11=-517/659, 9-10=-227/277 WEBS 3-14=-451/305, 5-11=-457/613, 6-10=-468/352, 7-10=-135/409, 7-9=-614/501 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 18-3-9, Exterior(2R) 18-3-9 to 23-3-4, Exterior(2E) 23-3-4 to 26-3-4 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) 2 except (jt=lb) 9=420, 14=695. 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 11,2022 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 3035562-GROZA-5804RAI Truss T14 Truss Type Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496266 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:18 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-9Xcg9vicW0wzGqcRHzixQ4sxp2BMYn9?xI78q4zwh4V Scale = 1:65.0 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 17 15 14 18 16 13 12 28 29 30 31 32 3x4 ST1.5x8 STP 4x6 4x4 3x4 4x4 3x4 4x6 3x4 3x4 3x8 3x6 2x4 3x4 6x8 3x8 3x8 3x4 2x4 2x4 3x6 4-10-14 4-10-14 9-0-0 4-1-2 9-2-0 0-2-0 14-10-6 5-8-6 20-6-12 5-8-6 27-6-0 6-11-4 29-0-11 1-6-11 30-5-4 1-4-9 34-6-0 4-0-12 34-10-8 0-4-8 -1-0-0 1-0-0 4-10-14 4-10-14 9-2-0 4-3-2 14-10-6 5-8-6 20-6-12 5-8-6 25-6-0 4-11-4 27-6-0 2-0-0 30-5-4 2-11-4 34-10-8 4-5-4 0-4-17-2-48-10-147-0-112-0-08-10-145.00 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 0.39 0.97 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.52 0.04 (loc) 17-20 17-20 13 l/defl >974 >581 n/a L/d 240 180 n/a PLATES MT20 Weight: 227 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-23: 2x4 SP No.3, 14-19: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-15 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)2=0-8-0, 23=0-4-0, 13=0-4-0 Max Horz 2=438(LC 10) Max Uplift 2=-146(LC 10), 23=-842(LC 10), 13=-567(LC 10) Max Grav 2=395(LC 15), 23=1668(LC 15), 13=1197(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-504/0, 3-5=-262/191, 5-6=-1346/741, 6-7=-1259/790, 7-8=-1133/804, 8-9=-646/486, 9-10=-730/469, 13-14=-1069/800, 10-14=-1151/766 BOT CHORD 2-24=-285/495, 23-24=-285/495, 22-23=-1351/853, 5-22=-1237/878, 20-21=-779/1281, 17-20=-618/997, 15-17=-618/997 WEBS 5-21=-799/1312, 6-21=-232/291, 7-20=0/252, 3-23=-587/324, 8-20=-57/286, 8-15=-576/485, 10-15=-504/1026 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=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 15-7-9, Exterior(2R) 15-7-9 to 35-4-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=146, 23=842, 13=567. 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 11,2022 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 3035562-GROZA-5804RAI Truss T15 Truss Type Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496267 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:20 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-5vkRabjs2dAhV8mqPNkPVVyAbr?S0bgIPccFuzzwh4T Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 16 15 17 14 13 12 28 29 30 31 32 33 34 35 ST1.5x8 STP 5x6 2x4 4x8 7x8 2x4 3x10 2x4 2x4 6x8 3x6 4-10-14 4-10-14 9-0-0 4-1-2 9-2-0 0-2-0 13-10-6 4-8-6 18-6-12 4-8-6 25-7-12 7-1-0 27-6-0 1-10-4 30-6-0 3-0-0 32-5-4 1-11-4 34-6-0 2-0-12 34-10-8 0-4-8 -1-0-0 1-0-0 4-10-14 4-10-14 9-2-0 4-3-2 13-10-6 4-8-6 18-6-12 4-8-6 25-7-12 7-1-0 27-6-0 1-10-4 32-5-4 4-11-4 34-10-8 2-5-4 0-4-17-2-48-0-147-0-112-0-08-0-145.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-2-0], [9:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.89 0.42 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.79 0.19 (loc) 17 17 13 l/defl >660 >383 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-23: 2x4 SP No.3, 19-22,15-19: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 10-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 16-18 JOINTS 1 Brace at Jt(s): 15, 16 REACTIONS. (size)2=0-8-0, 23=0-4-0, 13=0-4-0 Max Horz 2=438(LC 10) Max Uplift 2=-145(LC 10), 23=-842(LC 10), 13=-555(LC 10) Max Grav 2=405(LC 15), 23=1663(LC 15), 13=1263(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-478/0, 3-5=-281/174, 5-6=-1292/661, 6-7=-1330/797, 7-8=-1223/766, 8-9=-1223/766, 13-15=-1210/736 BOT CHORD 2-24=-282/495, 23-24=-282/495, 22-23=-1344/854, 5-22=-1252/868, 20-21=-726/1214, 18-20=-714/1228, 16-18=-206/410, 15-16=-206/410, 13-14=-257/0 WEBS 8-18=-426/472, 9-18=-618/1092, 9-15=-822/755, 5-21=-779/1304, 6-21=-297/332, 3-23=-591/331, 14-15=0/290 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=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 13-7-9, Exterior(2R) 13-7-9 to 23-5-15, Interior(1) 23-5-15 to 27-6-1, Exterior(2R) 27-6-1 to 32-5-4, Exterior(2E) 32-5-4 to 34-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 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=145, 23=842, 13=555. 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 SUPPORT OF FREE END OF CHORD IS REQUIRED. January 11,2022 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 3035562-GROZA-5804RAI Truss T16 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496268 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:21 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-Z5IpnxkUoxIY7HK0z5Fe2iUNSFCEl2uSeGMoQPzwh4S Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 21 22 23 24 25 26 4x4 ST1.5x8 STP 3x4 4x4 4x8 3x4 4x4 4x6 3x4 2x4 3x4 3x4 3x4 6x8 2x4 4x4 8-0-0 8-0-0 16-7-7 8-7-7 18-3-12 1-8-5 25-5-12 7-1-15 34-6-0 9-0-4 34-10-8 0-4-8 -1-0-0 1-0-0 8-0-0 8-0-0 16-7-7 8-7-7 17-5-4 0-9-13 18-3-12 0-10-8 25-5-12 7-1-15 34-5-4 8-11-8 34-10-8 0-5-4 0-4-17-2-147-7-40-3-87-2-145.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge], [5:0-5-8,0-2-0], [6:0-2-0,Edge], [12:0-3-8,0-3-0] 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 0.75 0.96 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.44 0.11 (loc) 12-13 12-13 12 l/defl >999 >926 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 5-13 2 Rows at 1/3 pts 9-12 REACTIONS. (size)2=0-8-0, 12=0-4-0 Max Horz 2=457(LC 10) Max Uplift 2=-766(LC 10), 12=-759(LC 10) Max Grav 2=1623(LC 15), 12=1543(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3297/1636, 3-5=-2244/1197, 5-6=-389/215, 6-7=-584/329, 5-7=-1813/1452, 7-9=-1574/903 BOT CHORD 2-17=-1868/3102, 15-17=-1868/3102, 13-15=-1224/2007, 12-13=-903/1574 WEBS 3-17=0/345, 3-15=-1141/685, 9-13=-165/781, 5-15=-162/760, 5-13=-563/417, 9-12=-2000/1147 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=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 13-11-6, Exterior(2R) 13-11-6 to 17-5-4, Exterior(2E) 17-5-4 to 18-3-6, Interior(1) 18-3-6 to 30-10-2, Exterior(2E) 30-10-2 to 34-4-0 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=766, 12=759. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 11,2022 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 3035562-GROZA-5804RAI Truss T17 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496269 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:22 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-1IsB_Gl6ZEQOkRvCWomtbw1YUfZoUXCbsv5Mzrzwh4R Scale = 1:62.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 22 23 24 25 26 27 3x4 ST1.5x8 STP 5x6 5x6 4x12 4x4 4x4 3x4 2x4 3x8 3x4 3x4 3x4 6x8 3x4 3x4 8-1-4 8-1-4 15-6-12 7-5-8 20-3-12 4-9-0 27-4-12 7-1-0 34-4-0 6-11-4 34-6-0 0-2-0 34-10-8 0-4-8 -1-0-0 1-0-0 8-1-4 8-1-4 15-6-12 7-5-8 19-3-12 3-9-0 20-3-12 1-0-0 27-4-12 7-1-0 34-4-0 6-11-4 34-10-8 0-6-8 0-4-16-4-146-9-146-4-146-9-145.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [6:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.73 0.94 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.38 0.12 (loc) 18-21 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 206 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. WEBS 1 Row at midpt 3-16, 7-13, 8-12 REACTIONS. (size)2=0-8-0, 12=0-4-0 Max Horz 2=407(LC 10) Max Uplift 2=-776(LC 10), 12=-795(LC 10) Max Grav 2=1608(LC 15), 12=1537(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3243/1788, 3-5=-2267/1387, 5-6=-2057/1388, 6-7=-2313/1505, 7-8=-1443/881, 9-12=-190/255 BOT CHORD 2-18=-1953/3027, 16-18=-1953/3027, 14-16=-1292/1998, 13-14=-1350/2111, 12-13=-881/1443 WEBS 3-18=0/337, 3-16=-1083/656, 5-16=-113/548, 6-14=-380/744, 7-14=-513/428, 7-13=-882/619, 8-13=-320/887, 8-12=-1886/1155 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=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 12-0-14, Exterior(2R) 12-0-14 to 19-3-12, Exterior(2E) 19-3-12 to 20-3-12, Interior(1) 20-3-12 to 31-4-10, Exterior(2E) 31-4-10 to 34-10-8 zone; cantilever 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=776, 12=795. 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 11,2022 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 3035562-GROZA-5804RAI Truss T18 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496270 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:24 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-_gzxPymM5sg6_l3beDoLgL6uOTGjyQiuKDaT1kzwh4P Scale = 1:61.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 4x12 ST1.5x8 STP 4x8 4x4 4x4 4x4 3x4 2x4 3x4 3x8 3x4 3x4 6x8 2x4 4x4 7-1-4 7-1-4 13-6-12 6-5-8 21-3-12 7-9-0 28-3-0 6-11-4 34-4-0 6-1-0 34-6-0 0-2-0 34-10-8 0-4-8 -1-0-0 1-0-0 7-1-4 7-1-4 13-6-12 6-5-8 21-3-12 7-9-0 22-3-12 1-0-0 28-3-0 5-11-4 34-4-0 6-1-0 34-10-8 0-6-8 0-4-15-6-145-11-145-6-145-11-145.00 12 Plate Offsets (X,Y)-- [4:0-8-8,0-2-0], [5:0-4-8,0-2-0] 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 0.71 0.85 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.39 0.12 (loc) 16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 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. WEBS 1 Row at midpt 4-14, 6-12, 7-11 REACTIONS. (size)2=0-8-0, 11=0-4-0 Max Horz 2=356(LC 10) Max Uplift 2=-784(LC 10), 11=-787(LC 10) Max Grav 2=1578(LC 15), 11=1463(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3231/1956, 3-4=-2429/1627, 4-5=-2117/1516, 5-6=-2239/1545, 6-7=-1413/943 BOT CHORD 2-17=-2065/3021, 16-17=-2065/3021, 14-16=-1575/2228, 12-14=-1501/2156, 11-12=-943/1413 WEBS 3-17=0/274, 3-16=-889/542, 4-16=-152/643, 5-14=-123/560, 6-12=-994/747, 7-12=-420/894, 7-11=-1838/1229 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=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 10-0-14, Exterior(2R) 10-0-14 to 17-0-10, Interior(1) 17-0-10 to 17-9-14, Exterior(2R) 17-9-14 to 21-3-12, Exterior(2E) 21-3-12 to 22-3-12, Interior(1) 22-3-12 to 31-4-10, Exterior(2E) 31-4-10 to 34-10-8 zone; cantilever 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=784, 11=787. 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 11,2022 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 3035562-GROZA-5804RAI Truss T19 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496271 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:25 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-StXKdIn?s9ozcvenCxKaCYf6msfpht81YtK0aAzwh4O Scale = 1:61.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 4x8 ST1.5x8 STP 4x8 4x4 2x4 3x8 2x4 6x8 2x4 6-1-4 6-1-4 11-6-12 5-5-8 17-5-4 5-10-8 23-3-12 5-10-8 29-3-0 5-11-4 34-4-0 5-1-0 34-6-0 0-2-0 34-10-8 0-4-8 -1-0-0 1-0-0 6-1-4 6-1-4 11-6-12 5-5-8 17-5-4 5-10-8 23-3-12 5-10-8 24-3-12 1-0-0 29-3-0 4-11-4 34-4-0 5-1-0 34-10-8 0-6-8 0-4-14-8-145-1-144-8-145-1-145.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0] 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 0.54 0.66 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.32 0.11 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 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. WEBS 1 Row at midpt 8-12 REACTIONS. (size)2=0-8-0, 12=0-4-0 Max Horz 2=306(LC 10) Max Uplift 2=-791(LC 10), 12=-780(LC 10) Max Grav 2=1325(LC 1), 12=1310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2781/2022, 3-4=-2250/1741, 4-5=-2281/1832, 5-6=-2281/1832, 6-7=-2120/1632, 7-8=-1276/942 BOT CHORD 2-19=-2087/2533, 18-19=-2087/2533, 16-18=-1665/2032, 14-16=-1525/1984, 13-14=-1557/2028, 12-13=-942/1276 WEBS 3-18=-631/469, 4-18=-143/401, 4-16=-175/456, 5-16=-351/398, 6-16=-357/498, 6-14=-104/349, 7-13=-1013/828, 8-13=-487/789, 8-12=-1667/1232 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=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 8-0-14, Exterior(2R) 8-0-14 to 15-0-10, Interior(1) 15-0-10 to 19-9-14, Exterior(2R) 19-9-14 to 23-3-12, Exterior(2E) 23-3-12 to 24-3-12, Interior(1) 24-3-12 to 31-4-10, Exterior(2E) 31-4-10 to 34-10-8 zone; cantilever 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) All plates are 3x4 MT20 unless otherwise indicated. 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) 2=791, 12=780. 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 11,2022 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 3035562-GROZA-5804RAI Truss T20 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496272 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:36 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-d_iUw3wuGYBPQb_vLl099tcx1ILSmq4f45U5S2zwh4D Scale = 1:61.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 1923 24 25 26 27 28 29 30 4x8 ST1.5x8 STP 5x8 7x8 4x6 4x4 3x8 2x4 3x4 3x4 3x4 3x4 3x8 4x6 3x6 2x4 4x4 9-6-12 9-6-12 17-7-0 8-0-4 25-3-12 7-8-12 29-10-12 4-7-0 34-4-0 4-5-4 34-6-0 0-2-0 34-10-8 0-4-8 -1-0-0 1-0-0 5-1-4 5-1-4 9-6-12 4-5-8 17-7-0 8-0-4 25-3-12 7-8-12 26-3-12 1-0-0 29-10-12 3-7-0 34-4-0 4-5-4 34-10-8 0-6-8 0-4-13-10-144-3-143-10-144-3-145.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-13], [6:0-4-8,0-2-0], [13:0-3-8,0-1-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.73 0.92 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.49 0.11 (loc) 16 14-16 12 l/defl >999 >838 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-14,9-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-18 REACTIONS. (size)2=0-8-0, 12=0-4-0 Max Horz 2=255(LC 10) Max Uplift 2=-797(LC 10), 12=-774(LC 10) Max Grav 2=1325(LC 1), 12=1310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2774/2108, 3-4=-2460/1853, 4-5=-2251/1804, 5-6=-2792/2131, 6-7=-2135/1574, 7-8=-2150/1596, 8-9=-1414/1033, 9-12=-1249/1014 BOT CHORD 2-18=-2123/2540, 16-18=-2100/2792, 14-16=-1621/2174, 13-14=-1033/1414 WEBS 3-18=-399/391, 4-18=-239/609, 5-18=-733/367, 5-16=-220/329, 6-16=-540/810, 6-14=-290/362, 14-19=-630/844, 8-19=-758/994, 8-13=-1065/877, 9-13=-1318/1800, 7-19=-309/214 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=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 6-0-14, Exterior(2R) 6-0-14 to 13-0-10, Interior(1) 13-0-10 to 21-9-14, Exterior(2R) 21-9-14 to 25-3-12, Exterior(2E) 25-3-12 to 26-3-12, Interior(1) 26-3-12 to 31-4-10, Exterior(2E) 31-4-10 to 34-10-8 zone; cantilever 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=797, 12=774. 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 11,2022 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 3035562-GROZA-5804RAI Truss T21 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496273 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:37 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-5AGs8PxW1rJG2lZ5vSXOi4973ijgVIuoJlEf?Uzwh4C Scale = 1:61.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 25 26 27 28 29 30 5x6 ST1.5x8 STP 3x4 6x8 5x6 4x4 4x6 3x8 2x4 3x8 2x4 2x4 3x10 3x4 2x4 3x4 6x8 2x4 4x6 7-6-12 7-6-12 14-2-5 6-7-9 20-8-3 6-5-13 27-3-12 6-7-9 34-4-0 7-0-4 34-6-0 0-2-0 34-10-8 0-4-8 -1-0-0 1-0-0 4-1-4 4-1-4 7-6-12 3-5-8 14-2-5 6-7-9 20-8-3 6-5-13 27-3-12 6-7-9 28-3-12 1-0-0 30-9-0 2-5-4 34-4-0 3-7-0 34-10-8 0-6-8 0-4-13-0-143-5-143-0-143-5-145.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [8:0-5-4,0-2-4], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.65 0.79 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.48 -0.60 0.14 (loc) 16-18 16-18 14 l/defl >861 >686 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 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* 10-15,10-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-20 REACTIONS. (size)2=0-8-0, 14=0-4-0 Max Horz 2=205(LC 10) Max Uplift 2=-802(LC 10), 14=-769(LC 10) Max Grav 2=1325(LC 1), 14=1310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2830/2154, 3-4=-2609/1963, 4-5=-2419/1901, 5-7=-3327/2413, 7-8=-3327/2413, 8-9=-2329/1676, 9-10=-2345/1698 BOT CHORD 2-20=-2124/2590, 18-20=-2458/3377, 16-18=-2458/3377, 15-16=-1664/2306, 14-15=-1111/1496 WEBS 3-20=-274/295, 4-20=-341/710, 5-20=-1148/656, 5-18=0/252, 7-16=-344/371, 8-16=-796/1205, 8-15=-289/347, 9-21=-378/250, 15-21=-617/919, 10-21=-783/1136, 10-14=-1852/1408 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=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-5-14, Interior(1) 2-5-14 to 3-11-0, Exterior(2R) 3-11-0 to 11-0-10, Interior(1) 11-0-10 to 23-9-14, Exterior(2R) 23-9-14 to 27-3-12, Exterior(2E) 27-3-12 to 28-3-12, Interior(1) 28-3-12 to 31-4-10, Exterior(2E) 31-4-10 to 34-10-8 zone; cantilever 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=802, 14=769. 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 11,2022 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 3035562-GROZA-5804RAI Truss T22 Truss Type Roof Special Girder Qty 1 Ply 2 GROZA - CRESTVIEW Job Reference (optional) T26496274 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:42 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-S83lB6_fsOxZ8WR2h?7ZO8s_DjO?AdBXT1xQghzwh47 Scale = 1:61.8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 4x8 ST1.5x8 STP 4x4 4x4 4x6 4x4 6x8 3x4 2x4 3x4 4x8 2x4 3x8 2x4 2x4 3x8 2x4 3x8 3x8 6x8 2x4 5x6 3-1-4 3-1-4 5-6-12 2-5-8 10-4-13 4-10-1 15-1-2 4-8-5 19-9-6 4-8-5 24-5-11 4-8-5 29-3-12 4-10-1 34-4-0 5-0-4 34-6-0 0-2-0 34-10-8 0-4-8 -1-0-0 1-0-0 3-1-4 3-1-4 5-6-12 2-5-8 10-4-13 4-10-1 15-1-2 4-8-5 19-9-6 4-8-5 24-5-11 4-8-5 29-3-12 4-10-1 30-3-12 1-0-0 34-4-0 4-0-4 34-10-8 0-6-8 0-4-12-2-142-7-142-2-142-7-145.00 12 Plate Offsets (X,Y)-- [2:0-3-5,Edge], [4:0-5-8,0-2-0], [8:0-2-0,Edge], [15:0-4-0,0-4-0] 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-MSH 0.68 0.91 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.73 -0.81 0.13 (loc) 19-20 19-20 15 l/defl >567 >512 n/a L/d 240 180 n/a PLATES MT20 Weight: 410 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. REACTIONS. (size)2=0-8-0, 15=0-4-0 Max Horz 2=154(LC 25) Max Uplift 2=-1572(LC 8), 15=-1644(LC 8) Max Grav 2=2409(LC 1), 15=2501(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5634/3557, 3-4=-5773/3694, 4-5=-7908/5164, 5-6=-7908/5164, 6-7=-9148/6005, 7-9=-9148/6005, 9-10=-5097/3352, 10-11=-5370/3519 BOT CHORD 2-24=-3341/5179, 23-24=-3341/5179, 22-23=-3441/5363, 20-22=-6072/9305, 19-20=-6072/9305, 17-19=-5170/7883, 16-17=-5170/7883, 15-16=-3216/4888 WEBS 3-23=-353/329, 4-23=-271/652, 4-22=-1876/2853, 5-22=-445/464, 6-22=-1583/1038, 6-20=-40/387, 7-19=-420/431, 9-19=-900/1426, 9-17=-26/367, 9-16=-3111/2050, 10-16=-863/1565, 11-16=-224/325, 11-15=-5254/3456 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1572, 15=1644. Continued on page 2 January 11,2022 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 3035562-GROZA-5804RAI Truss T22 Truss Type Roof Special Girder Qty 1 Ply 2 GROZA - CRESTVIEW Job Reference (optional) T26496274 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:42 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-S83lB6_fsOxZ8WR2h?7ZO8s_DjO?AdBXT1xQghzwh47 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 133 lb down and 160 lb up at 5-6-12, 133 lb down and 152 lb up at 7-7-8, 133 lb down and 152 lb up at 9-7-8, 133 lb down and 152 lb up at 11-7-8, 133 lb down and 152 lb up at 13-7-8, 133 lb down and 152 lb up at 15-7-8, 133 lb down and 152 lb up at 17-5-4, 133 lb down and 152 lb up at 19-3-0, 133 lb down and 152 lb up at 21-3-0, 133 lb down and 152 lb up at 23-3-0, 133 lb down and 152 lb up at 25-3-0, and 133 lb down and 152 lb up at 27-3-0, and 325 lb down and 389 lb up at 29-3-12 on top chord, and 323 lb down and 180 lb up at 5-6-12, 56 lb down and 21 lb up at 7-7-8, 56 lb down and 21 lb up at 9-7-8, 56 lb down and 21 lb up at 11-7-8, 56 lb down and 21 lb up at 13-7-8, 56 lb down and 21 lb up at 15-7-8, 56 lb down and 21 lb up at 17-5-4, 56 lb down and 21 lb up at 19-3-0, 56 lb down and 21 lb up at 21-3-0, 56 lb down and 21 lb up at 23-3-0, 56 lb down and 21 lb up at 25-3-0, and 56 lb down and 21 lb up at 27-3-0, and 323 lb down and 180 lb up at 29-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 10-11=-54, 11-12=-54, 12-13=-54, 2-14=-20 Concentrated Loads (lb) Vert: 4=-78(F) 10=-181(F) 23=-323(F) 16=-323(F) 27=-78(F) 28=-78(F) 29=-78(F) 30=-78(F) 32=-78(F) 33=-78(F) 34=-78(F) 35=-78(F) 36=-78(F) 37=-78(F) 38=-78(F) 40=-47(F) 41=-47(F) 42=-47(F) 43=-47(F) 44=-47(F) 45=-47(F) 46=-47(F) 47=-47(F) 48=-47(F) 49=-47(F) 50=-47(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 3035562-GROZA-5804RAI Truss T23 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496275 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:43 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-wKd7OS?Hdh3Qmg0FFjeoxLO7Y7mFv3ChhhhzC8zwh46 Scale = 1:36.4 1 2 3 4 5 6 7 8 13 12 11 10 9 15 16 17 18 19 14 6x8 2x4 4x6 3x6 4x4 2x4 5x6 3x6 3x4 3x8 3x4 3x4 3x4 9-10-12 9-10-12 13-11-5 4-0-9 17-1-3 3-1-15 20-8-10 3-7-7 5-1-2 5-1-2 9-10-12 4-9-10 13-11-5 4-0-9 17-1-3 3-1-15 19-0-3 1-11-0 20-8-10 1-8-7 4-3-100-8-04-0-20-4-81-11-132-0-04-3-105.00 12 2.50 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 0.78 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.45 0.07 (loc) 12-13 12-13 14 l/defl >999 >545 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 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* 8-14: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)13=Mechanical, 14=0-6-2 Max Horz 13=-220(LC 25) Max Uplift 13=-464(LC 10), 14=-718(LC 10) Max Grav 13=770(LC 1), 14=1143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1039/926, 3-4=-1157/930, 4-5=-1718/1364, 5-6=-1583/1182, 6-7=-1730/1275, 9-14=-1143/860, 7-9=-1149/898 BOT CHORD 12-13=-420/726, 11-12=-1148/1534, 10-11=-1126/1521, 9-10=-192/276 WEBS 2-13=-887/911, 2-12=-283/430, 3-12=-25/270, 4-12=-583/597, 4-11=-201/321, 5-11=-205/280, 5-10=-286/314, 7-10=-911/1219 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-12, Exterior(2R) 6-10-12 to 12-10-12, Interior(1) 12-10-12 to 20-5-14 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) Bearing at joint(s) 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) 13=464, 14=718. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 183 lb down and 315 lb up at 18-7-1, and 225 lb down and 300 lb up at 20-5-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). January 11,2022 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 3035562-GROZA-5804RAI Truss T23 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496275 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:43 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-wKd7OS?Hdh3Qmg0FFjeoxLO7Y7mFv3ChhhhzC8zwh46 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, 11-13=-20, 9-11=-20 Concentrated Loads (lb) Vert: 7=-225 6=-183 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 3035562-GROZA-5804RAI Truss T24 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496276 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:45 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-sjktp81X9JJ8?zAdN7hG0mUVbwVBNzq_9_A4H0zwh44 Scale = 1:43.4 1 2 3 4 5 6 7 815 14 13 12 11 10 9 18 19 20 21 16 17 5x6 4x8 3x8 4x4 2x4 4x6 3x4 2x4 5x12 3x6 3x8 5x8 3x4 3x4 3x4 5x6 7-10-12 7-10-12 11-11-5 4-0-9 13-11-5 2-0-0 17-1-3 3-1-15 20-8-10 3-7-7 7-10-12 7-10-12 11-11-5 4-0-9 13-11-5 2-0-0 19-0-3 5-0-14 20-8-10 1-8-7 5-1-104-1-100-8-03-10-21-11-133-0-05-1-105.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-13], [13:0-6-0,0-4-4], [16:0-1-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.61 0.62 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.19 0.12 (loc) 13-14 13-14 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-16,8-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-14 REACTIONS. (size)16=Mechanical, 17=0-6-2 Max Horz 16=-270(LC 10) Max Uplift 16=-478(LC 10), 17=-809(LC 10) Max Grav 16=772(LC 1), 17=1249(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-772/712, 1-15=-697/737, 1-2=-1021/851, 2-3=-1124/836, 3-4=-2294/1683, 4-5=-1744/1279, 5-6=-1635/1163, 6-7=-1819/1271, 9-17=-1249/938, 7-9=-1259/978 BOT CHORD 14-15=-111/388, 13-14=-1414/2133, 3-13=-593/874, 10-11=-1117/1583, 9-10=-199/310 WEBS 1-14=-993/1062, 3-14=-1233/1005, 11-13=-1238/1816, 4-13=-321/577, 4-11=-670/511, 5-11=-148/287, 5-10=-304/306, 7-10=-896/1245 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-10-12, Exterior(2R) 4-10-12 to 10-10-12, Interior(1) 10-10-12 to 20-5-14 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) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=478, 17=809. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 350 lb up at 18-7-1, and 280 lb down and 374 lb up at 20-5-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). January 11,2022 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 3035562-GROZA-5804RAI Truss T24 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496276 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:45 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-sjktp81X9JJ8?zAdN7hG0mUVbwVBNzq_9_A4H0zwh44 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-6=-54, 6-8=-54, 13-15=-20, 11-12=-20, 9-11=-20 Concentrated Loads (lb) Vert: 7=-280 6=-242 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 3035562-GROZA-5804RAI Truss T25 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496277 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:47 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-o6seEq2ohwZrEHK0UYjl5BZuhkA3rrtGcIfALvzwh42 Scale = 1:46.5 1 2 3 4 5 6 7 815 14 13 12 11 10 9 18 19 20 16 17 3x6 5x6 3x6 4x4 2x4 3x6 3x8 2x4 5x12 3x6 3x8 5x8 3x4 3x4 3x4 5x6 5-10-12 5-10-12 11-11-5 6-0-9 13-11-5 2-0-0 17-1-3 3-1-15 20-8-10 3-7-7 5-10-12 5-10-12 11-11-5 6-0-9 13-11-5 2-0-0 17-1-3 3-1-15 19-0-3 1-11-0 20-8-10 1-8-7 5-11-104-11-100-8-04-8-21-11-123-0-05-11-105.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [13:0-6-0,0-4-4], [16:0-1-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.45 0.59 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.22 0.13 (loc) 13 13-14 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-16,8-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-14 REACTIONS. (size)16=Mechanical, 17=0-6-2 Max Horz 16=-321(LC 10) Max Uplift 16=-477(LC 10), 17=-530(LC 10) Max Grav 16=755(LC 1), 17=1001(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-755/722, 1-15=-707/727, 1-2=-690/561, 2-3=-813/509, 3-4=-2203/1489, 4-5=-1628/1113, 5-6=-1457/983, 6-7=-1498/992, 9-17=-1001/671, 7-9=-985/694 BOT CHORD 14-15=-175/482, 13-14=-1305/2111, 3-13=-426/786, 10-11=-929/1386 WEBS 1-14=-821/867, 2-14=-52/302, 3-14=-1498/1210, 11-13=-1023/1706, 4-13=-324/617, 4-11=-688/442, 5-11=-188/273, 5-10=-283/278, 7-10=-809/1186 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Exterior(2R) 3-2-12 to 8-10-12, Interior(1) 8-10-12 to 20-5-14 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) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=477, 17=530. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 226 lb up at 18-7-1, and 200 lb down and 250 lb up at 20-5-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). January 11,2022 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 3035562-GROZA-5804RAI Truss T25 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496277 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:47 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-o6seEq2ohwZrEHK0UYjl5BZuhkA3rrtGcIfALvzwh42 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-6=-54, 6-8=-54, 13-15=-20, 11-12=-20, 9-11=-20 Concentrated Loads (lb) Vert: 7=-200 6=-57 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 3035562-GROZA-5804RAI Truss T26 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496278 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:48 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-HIQ0S93QREhisRvC2GE_eP6?s8TkaLSQryOkuLzwh41 Scale = 1:56.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 21 22 2317 2x4 ST1.5x8 STP 4x4 3x4 4x12 4x6 2x4 6x8 3x6 2x4 3x4 6x8 3x4 2x4 3x4 3x4 5x6 3-10-12 3-10-12 6-2-6 2-3-10 11-11-5 5-8-14 13-11-5 2-0-0 18-8-15 4-9-10 24-2-8 5-5-9 3-10-12 3-10-12 6-2-6 2-3-10 11-11-5 5-8-14 13-11-5 2-0-0 18-8-15 4-9-10 24-2-8 5-5-9 25-2-8 1-0-0 6-9-105-9-101-0-00-4-13-0-06-9-105.00 12 2.50 12 Plate Offsets (X,Y)-- [11:0-6-0,Edge], [13:0-6-4,0-4-12], [15:0-6-8,0-2-0], [17:0-1-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.67 0.82 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.49 0.23 (loc) 10-11 10-11 8 l/defl >914 >592 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.2, 11-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size)8=0-8-0, 17=Mechanical Max Horz 17=-552(LC 10) Max Uplift 8=-543(LC 10), 17=-552(LC 10) Max Grav 8=942(LC 1), 17=886(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-17=-886/748, 3-4=-1063/471, 4-5=-3097/1554, 5-7=-2516/1402, 7-8=-3093/1838 BOT CHORD 14-15=0/932, 13-14=-1097/2908, 4-13=-652/1361, 10-11=-1578/2869, 8-10=-1570/2856 WEBS 4-14=-2092/1227, 11-13=-1131/2663, 5-13=-16/576, 5-11=-797/311, 7-11=-549/540, 3-14=-263/717, 15-16=-1156/914, 3-16=-1141/867 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Exterior(2R) 3-2-12 to 6-10-12, Interior(1) 6-10-12 to 22-2-8, Exterior(2E) 22-2-8 to 25-2-8 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 8 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) 8=543, 17=552. 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 11,2022 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 3035562-GROZA-5804RAI Truss T27 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496279 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:49 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-lU_OfV42CXqZUbTOczlDBce9pXp_JmQZ4c8HQnzwh40 Scale = 1:60.0 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 21 2217 3x4 ST1.5x8 STP 4x4 3x4 4x12 4x6 2x4 6x8 3x6 3x4 2x4 3x4 6x8 3x4 2x4 3x4 5x6 1-10-12 1-10-12 6-2-6 4-3-10 11-11-5 5-8-14 13-11-5 2-0-0 18-8-15 4-9-10 24-2-8 5-5-9 1-10-12 1-10-12 6-2-6 4-3-10 11-11-5 5-8-14 13-11-5 2-0-0 18-8-15 4-9-10 24-2-8 5-5-9 25-2-8 1-0-0 7-7-106-7-101-0-00-4-13-0-07-7-105.00 12 2.50 12 Plate Offsets (X,Y)-- [11:0-6-0,Edge], [13:0-6-4,0-4-12], [15:0-6-8,0-2-0], [17:0-1-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.73 0.82 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.49 0.24 (loc) 10-11 10-11 8 l/defl >949 >591 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.2, 11-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-15, 4-14 REACTIONS. (size)8=0-8-0, 17=Mechanical Max Horz 17=-602(LC 10) Max Uplift 8=-528(LC 10), 17=-567(LC 10) Max Grav 8=942(LC 1), 17=895(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-17=-895/752, 3-4=-1064/362, 4-5=-3097/1379, 5-7=-2516/1282, 7-8=-3093/1732 BOT CHORD 14-15=0/934, 13-14=-933/2906, 4-13=-605/1361, 10-11=-1478/2869, 8-10=-1471/2856 WEBS 15-16=-1176/882, 3-16=-1157/816, 3-14=-239/716, 11-13=-1003/2664, 5-13=0/575, 5-11=-797/258, 7-11=-549/554, 4-14=-2088/1158 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 1-10-12, Exterior(2R) 1-10-12 to 4-10-12, Interior(1) 4-10-12 to 22-2-8, Exterior(2E) 22-2-8 to 25-2-8 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 8 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) 8=528, 17=567. 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 11,2022 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 3035562-GROZA-5804RAI Truss T28 Truss Type Roof Special Qty 2 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496280 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:50 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-DhYmsr5gzryQ5l2b9hGSjqBKAx9C2ETjIGtryEzwh4? Scale = 1:60.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 2015 3x4 ST1.5x8 STP 3x4 5x6 4x6 2x4 6x8 3x6 3x4 3x4 6x8 3x4 3x4 2x4 5x6 6-1-6 6-1-6 11-11-5 5-9-14 13-11-5 2-0-0 18-8-15 4-9-10 24-2-8 5-5-9 6-1-6 6-1-6 11-11-5 5-9-14 13-11-5 2-0-0 18-8-15 4-9-10 24-2-8 5-5-9 25-2-8 1-0-0 8-5-17-5-11-0-00-4-13-0-05.00 12 2.50 12 Plate Offsets (X,Y)-- [10:0-6-0,Edge], [12:0-6-4,0-4-12], [14:0-1-12,0-3-0], [15:0-1-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.75 0.82 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.29 -0.49 0.24 (loc) 9-10 9-10 7 l/defl >984 >590 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-15: 2x6 SP No.2, 10-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-15, 2-14, 3-13 REACTIONS. (size)7=0-8-0, 15=Mechanical Max Horz 15=-643(LC 10) Max Uplift 7=-514(LC 10), 15=-580(LC 10) Max Grav 7=942(LC 1), 15=913(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-913/723, 2-3=-1052/277, 3-4=-3097/1255, 4-6=-2516/1196, 6-7=-3093/1656 BOT CHORD 13-14=0/923, 12-13=-820/2906, 3-12=-567/1361, 9-10=-1407/2869, 7-9=-1400/2855 WEBS 2-14=-1163/782, 2-13=-224/713, 3-13=-2097/1122, 10-12=-909/2665, 4-12=0/575, 4-10=-798/219, 6-10=-553/565 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 22-2-8, Exterior(2E) 22-2-8 to 25-2-8 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) 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=514, 15=580. 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. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). January 11,2022 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 3035562-GROZA-5804RAI Truss T29 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496281 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:51 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-ht694B5Ik94HjudnjOnhG1kYRLVBndZsXwdOUgzwh4_ Scale = 1:57.3 1 2 3 4 5 6 7 8 12 11 10 9 13 17 18 6x8 ST1.5x8 STP 3x4 4x4 3x4 5x6 3x6 2x4 3x4 3x4 3x4 3x4 2x4 1-7-12 1-7-12 7-9-8 6-1-12 13-11-5 6-1-12 18-8-15 4-9-10 24-2-8 5-5-9 1-7-12 1-7-12 7-9-8 6-1-12 13-11-5 6-1-12 18-8-15 4-9-10 24-2-8 5-5-9 25-2-8 1-0-0 7-8-149-8-140-4-12-0-07-8-145.00 12 2.50 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 0.77 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.41 0.15 (loc) 9-10 9-10 7 l/defl >999 >704 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 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. WEBS 1 Row at midpt 3-12, 4-11 REACTIONS. (size)12=Mechanical, 7=0-8-0 Max Horz 12=-608(LC 10) Max Uplift 12=-567(LC 10), 7=-531(LC 10) Max Grav 12=900(LC 16), 7=945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1158/556, 4-6=-2537/1310, 6-7=-3103/1744 BOT CHORD 11-12=-68/1018, 10-11=-898/2267, 9-10=-1489/2877, 7-9=-1482/2864 WEBS 12-13=-1269/1016, 3-13=-1204/918, 3-11=-242/672, 4-11=-1360/893, 4-10=-301/733, 6-10=-534/535 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-7-12, Exterior(2R) 1-7-12 to 4-7-12, Interior(1) 4-7-12 to 22-2-8, Exterior(2E) 22-2-8 to 25-2-8 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 7 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=567, 7=531. 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 11,2022 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 3035562-GROZA-5804RAI Truss T30 Truss Type Hip Girder Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496282 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:55 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-ZeLfwZ8poNajCWxYyEsdQtuAvys4jYaSSYbccRzwh3w Scale = 1:36.2 1 2 3 4 5 6 10 9 8 7 17 18 19 20 21 22 23 24 25 26 27 4x8 ST1.5x8 STP ST1.5x8 STP 4x8 4x4 4x4 4x4 2x4 3x10 2x4 2x4 4-10-0 4-10-0 10-0-0 5-2-0 15-2-0 5-2-0 20-0-0 4-10-0 -1-0-0 1-0-0 4-10-0 4-10-0 10-0-0 5-2-0 15-2-0 5-2-0 20-0-0 4-10-0 0-4-12-4-30-4-12-4-35.00 12 Plate Offsets (X,Y)-- [2:0-1-10,Edge], [3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [6:0-1-10,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MSH 0.81 0.78 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.32 0.08 (loc) 8 8-10 6 l/defl >855 >753 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=86(LC 7) Max Uplift 6=-772(LC 8), 2=-861(LC 8) Max Grav 6=1237(LC 1), 2=1294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2782/1739, 3-4=-3502/2304, 4-5=-3502/2304, 5-6=-2790/1754 BOT CHORD 2-10=-1528/2527, 8-10=-1533/2552, 7-8=-1550/2561, 6-7=-1544/2536 WEBS 3-10=-80/394, 3-8=-730/1095, 4-8=-534/542, 5-8=-708/1077, 5-7=-87/395 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=772, 2=861. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 137 lb up at 4-10-0, 122 lb down and 131 lb up at 6-10-12, 122 lb down and 131 lb up at 8-10-12, 122 lb down and 131 lb up at 10-0-0, 122 lb down and 131 lb up at 11-1-4, and 125 lb down and 131 lb up at 13-1-4, and 158 lb down and 230 lb up at 15-2-0 on top chord, and 197 lb down and 129 lb up at 4-10-0, 43 lb down and 21 lb up at 6-10-12, 43 lb down and 21 lb up at 8-10-12, 43 lb down and 21 lb up at 10-0-0, 43 lb down and 21 lb up at 11-1-4, and 43 lb down and 21 lb up at 13-1-4, and 197 lb down and 129 lb up at 15-1-4 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, 5-6=-54, 11-14=-20 Continued on page 2 January 11,2022 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 3035562-GROZA-5804RAI Truss T30 Truss Type Hip Girder Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496282 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:55 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-ZeLfwZ8poNajCWxYyEsdQtuAvys4jYaSSYbccRzwh3w LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-59(F) 5=-59(F) 10=-197(F) 8=-38(F) 4=-59(F) 7=-197(F) 18=-59(F) 19=-59(F) 20=-59(F) 22=-59(F) 24=-38(F) 25=-38(F) 26=-38(F) 27=-38(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 3035562-GROZA-5804RAI Truss T31 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496283 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-2qv27v9RZhiaqgWlWxNsz5RPUMGzSwvbhCK99tzwh3v Scale = 1:37.9 1 2 3 4 5 6 11 10 9 8 7 15 16 17 18 19 20 5x8 ST1.5x8 STP 5x6 4x4 3x6 3x4 3x4 2x4 4x8 3x10 3x8 6-10-0 6-10-0 13-2-0 6-4-0 17-6-0 4-4-0 21-2-0 3-8-0 -1-0-0 1-0-0 6-10-0 6-10-0 13-2-0 6-4-0 17-6-0 4-4-0 21-2-0 3-8-0 0-4-11-4-93-2-31-4-93-2-35.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-4], [4:0-3-0,0-2-4], [8:0-3-8,0-1-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.57 0.54 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.19 0.04 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 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=0-4-0, 2=0-8-0 Max Horz 2=102(LC 10) Max Uplift 7=-442(LC 10), 2=-528(LC 10) Max Grav 7=776(LC 1), 2=833(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1470/1309, 3-4=-1378/1354, 4-5=-1488/1366, 5-6=-1959/1741, 6-7=-710/668 BOT CHORD 2-11=-1162/1316, 9-11=-1161/1324, 8-9=-1823/2034 WEBS 3-11=0/273, 4-9=-82/326, 5-9=-702/647, 5-8=-565/620, 6-8=-1708/1923 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-0, Exterior(2R) 3-10-0 to 9-10-0, Interior(1) 9-10-0 to 10-2-0, Exterior(2R) 10-2-0 to 16-2-0, Interior(1) 16-2-0 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=442, 2=528. 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 11,2022 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 3035562-GROZA-5804RAI Truss T32 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496284 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:57 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-W1TQLEA3K?qRRp5x4fu5VI_a6ma5BL6lvs4ihKzwh3u Scale = 1:37.9 1 2 3 4 5 6 7 11 10 9 8 15 16 17 18 4x4 ST1.5x8 STP 5x6 5x6 3x6 4x4 3x4 3x8 2x4 4x8 3x8 8-10-0 8-10-0 15-6-0 6-8-0 21-2-0 5-8-0 -1-0-0 1-0-0 4-8-14 4-8-14 8-10-0 4-1-2 11-2-0 2-4-0 15-6-0 4-4-0 21-2-0 5-8-0 0-4-12-2-94-0-32-2-94-0-35.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.68 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.28 0.03 (loc) 9-11 11-14 8 l/defl >999 >909 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 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=0-4-0, 2=0-8-0 Max Horz 2=153(LC 10) Max Uplift 8=-446(LC 10), 2=-524(LC 10) Max Grav 8=776(LC 1), 2=833(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1566/1392, 3-4=-1242/1090, 4-5=-1110/1081, 5-6=-1903/1698, 6-7=-1641/1410, 7-8=-714/679 BOT CHORD 2-11=-1341/1431, 9-11=-959/1101 WEBS 3-11=-385/457, 4-11=-167/330, 5-9=-685/798, 6-9=-973/999, 7-9=-1416/1649 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-0, Exterior(2R) 5-10-0 to 14-2-0, Interior(1) 14-2-0 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 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=446, 2=524. 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 11,2022 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 3035562-GROZA-5804RAI Truss T33 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496285 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:58 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-_D1oYaBh5IyI3zg7dMPK2WWgpAyAwtUu8WpGDmzwh3t Scale = 1:38.0 1 2 3 4 5 6 10 9 8 7 14 15 16 17 18 4x6 ST1.5x8 STP 5x6 3x6 3x4 3x4 3x4 2x4 3x10 5x6 6-6-0 6-6-0 13-6-0 7-0-0 21-2-0 7-8-0 -1-0-0 1-0-0 4-8-0 4-8-0 10-0-0 5-4-0 13-6-0 3-6-0 21-2-0 7-8-0 0-4-13-0-94-6-13-0-95.00 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 0.84 0.50 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.18 0.03 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-8 REACTIONS. (size)7=0-4-0, 2=0-8-0 Max Horz 2=203(LC 10) Max Uplift 7=-451(LC 10), 2=-518(LC 10) Max Grav 7=776(LC 1), 2=833(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1615/1343, 3-4=-1428/1197, 4-5=-1617/1416, 5-6=-1408/1188, 6-7=-702/685 BOT CHORD 2-10=-1367/1474, 8-10=-868/972 WEBS 3-10=-318/424, 4-10=-309/476, 4-8=-564/747, 5-8=-907/932, 6-8=-1187/1406 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=451, 2=518. 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 11,2022 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 3035562-GROZA-5804RAI Truss T34 Truss Type Roof Special Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496286 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:57:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-SPbAlwCKsc48h7EJB4xZbj3tqZEqfI?1NAZplCzwh3s Scale = 1:38.6 1 2 3 4 5 6 7 11 10 9 8 15 16 17 18 19 4x4 ST1.5x8 STP 4x4 2x4 6x8 3x4 3x4 3x4 2x4 3x8 3x4 6-0-14 6-0-14 11-6-0 5-5-2 21-2-0 9-8-0 -1-0-0 1-0-0 5-3-14 5-3-14 10-0-0 4-8-2 11-6-0 1-6-0 16-4-0 4-10-0 21-2-0 4-10-0 0-4-13-10-94-6-13-10-95.00 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 0.76 0.72 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.42 0.03 (loc) 8-9 8-9 8 l/defl >999 >606 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)8=0-4-0, 2=0-8-0 Max Horz 2=254(LC 10) Max Uplift 8=-459(LC 10), 2=-511(LC 10) Max Grav 8=776(LC 1), 2=833(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1560/1218, 3-4=-1487/1252, 4-5=-1286/1072, 5-6=-1160/958 BOT CHORD 2-11=-1310/1414, 9-11=-869/990, 8-9=-725/792 WEBS 3-11=-285/388, 4-11=-454/513, 4-9=-306/560, 5-9=-610/554, 6-9=-293/466, 6-8=-947/910 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 11-6-0, Interior(1) 11-6-0 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 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=459, 2=511. 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 11,2022 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 3035562-GROZA-5804RAI Truss T35 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496287 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:00 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-wc8YzGCydwC?IHpWlnSo7xc04zZ6Oj8BcqIMIfzwh3r Scale = 1:37.6 1 2 3 4 5 6 9 8 7 13 14 15 16 17 18 4x6 ST1.5x8 STP 2x4 4x4 3x4 3x8 2x4 3x4 6x8 10-6-0 10-6-0 21-2-0 10-8-0 -1-0-0 1-0-0 5-6-14 5-6-14 10-6-0 4-11-2 15-10-0 5-4-0 21-2-0 5-4-0 0-4-14-8-95.00 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 0.79 0.79 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.48 0.03 (loc) 7-9 7-9 7 l/defl >999 >528 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-8: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 7=0-4-0 Max Horz 2=304(LC 10) Max Uplift 2=-501(LC 10), 7=-469(LC 10) Max Grav 2=833(LC 1), 7=776(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1509/1108, 3-4=-1121/781, 4-5=-985/796 BOT CHORD 2-9=-1253/1375, 7-9=-617/694 WEBS 3-9=-457/496, 4-9=0/269, 5-9=-235/419, 5-7=-867/808 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-3-1, Exterior(2R) 6-3-1 to 14-8-15, Interior(1) 14-8-15 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=501, 7=469. 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 11,2022 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 3035562-GROZA-5804RAI Truss T36 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496288 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:01 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-OoixAcDaODKswROiJVz1g88B3NxE7DiKqU2wq5zwh3q Scale = 1:37.9 1 2 3 4 5 9 8 7 6 13 14 15 16 17 18 19 3x4 ST1.5x8 STP 3x4 3x4 3x4 2x4 3x4 7x8 6x8 6-6-14 6-6-14 12-6-0 5-11-2 21-2-0 8-8-0 -1-0-0 1-0-0 6-6-14 6-6-14 12-6-0 5-11-2 21-2-0 8-8-0 0-4-15-6-95.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-2], [5:Edge,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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.77 0.66 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.30 0.04 (loc) 6-7 6-7 6 l/defl >999 >837 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-6 REACTIONS. (size)2=0-8-0, 6=0-4-0 Max Horz 2=355(LC 10) Max Uplift 2=-490(LC 10), 6=-480(LC 10) Max Grav 2=981(LC 15), 6=908(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1775/964, 3-4=-1086/650, 5-6=-226/287 BOT CHORD 2-9=-1157/1656, 7-9=-1157/1656, 6-7=-698/985 WEBS 3-7=-756/509, 4-7=-118/619, 4-6=-1096/777 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-3-1, Exterior(2R) 8-3-1 to 16-8-15, Interior(1) 16-8-15 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=490, 6=480. 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 11,2022 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 3035562-GROZA-5804RAI Truss T37 Truss Type Half Hip Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496289 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:02 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-s_GJOyEC8XSjYbzusCUGCMhQXnHWsjeU38nTMXzwh3p Scale = 1:40.8 1 2 3 4 5 6 10 9 8 7 14 15 16 3x4 ST1.5x8 STP 3x4 6x8 3x4 3x4 3x4 2x4 3x4 4x8 7-6-14 7-6-14 14-6-0 6-11-2 21-2-0 6-8-0 -1-0-0 1-0-0 7-6-14 7-6-14 14-6-0 6-11-2 21-2-0 6-8-0 0-4-16-4-95.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.53 0.66 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.23 0.04 (loc) 10-13 10-13 7 l/defl >999 >999 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, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8, 5-7 REACTIONS. (size)7=0-4-0, 2=0-8-0 Max Horz 2=405(LC 10) Max Uplift 7=-494(LC 10), 2=-476(LC 10) Max Grav 7=927(LC 15), 2=982(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1716/850, 3-5=-853/471 BOT CHORD 2-10=-1093/1606, 8-10=-1093/1606, 7-8=-537/756 WEBS 3-10=0/306, 3-8=-949/614, 5-8=-169/662, 5-7=-1003/710 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-3-1, Exterior(2R) 10-3-1 to 18-0-4, Exterior(2E) 18-0-4 to 21-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=494, 2=476. 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 11,2022 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 3035562-GROZA-5804RAI Truss T38 Truss Type Common Supported Gable Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496290 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:03 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-KBqhbIFqvraa9kY5Qv?VlZDdtBZDbE3dIoX1uzzwh3o Scale = 1:18.8 1 2 3 4 5 6 7 11 10 9 12 8 4x4 4x4 4x4 2x4 2x4 3x6 3x6 2x4 1-0-0 1-0-0 2-1-0 1-1-0 6-1-0 4-0-0 7-2-0 1-1-0 8-2-0 1-0-0 -1-0-0 1-0-0 2-1-0 2-1-0 4-1-0 2-0-0 6-1-0 2-0-0 8-2-0 2-1-0 9-2-0 1-0-0 0-4-12-0-70-4-15.00 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-S 0.43 0.95 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 0.05 -0.00 (loc) 10 10 8 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 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)12=0-4-0, 8=0-4-0 Max Horz 12=-76(LC 8) Max Uplift 12=-439(LC 10), 8=-378(LC 10) Max Grav 12=356(LC 1), 8=356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-115/384, 3-4=-155/559, 4-5=-155/559, 5-6=-115/384 WEBS 4-10=-360/79, 5-9=-137/434, 3-11=-137/434 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=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; Gable Roof; Common Truss; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-1-0, Corner(3R) 2-1-0 to 6-1-0, Corner(3E) 6-1-0 to 9-2-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=439, 8=378. January 11,2022 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 3035562-GROZA-5804RAI Truss T39 Truss Type Common Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496291 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:04 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-pNO3peFSg8iRnu7H_dWkInmlqa_oKj_nWSGaRQzwh3n Scale = 1:18.8 1 2 3 4 5 7 15 16 8 17 18 6 4x4 4x4 2x4 4x4 1-0-0 1-0-0 4-1-0 3-1-0 7-2-0 3-1-0 8-2-0 1-0-0 -1-0-0 1-0-0 4-1-0 4-1-0 8-2-0 4-1-0 9-2-0 1-0-0 0-4-12-0-70-4-15.00 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 0.61 0.61 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 0.04 -0.00 (loc) 7 7 6 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 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)8=0-4-0, 6=0-4-0 Max Horz 8=76(LC 9) Max Uplift 8=-439(LC 10), 6=-378(LC 10) Max Grav 8=356(LC 1), 6=356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-138/539, 3-4=-138/539 BOT CHORD 2-8=-263/92, 7-8=-263/92, 6-7=-263/92, 4-6=-263/92 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 6-2-0, Exterior(2E) 6-2-0 to 9-2-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=439, 6=378. 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 11,2022 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 3035562-GROZA-5804RAI Truss T40 Truss Type Common Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496292 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-lmWqDJHjClz90CHg52ZCNCr5KOfGodT3_mlhVIzwh3l Scale = 1:18.8 1 2 3 4 5 7 15 16 8 17 18 6 4x4 4x4 4x4 2x4 1-0-0 1-0-0 1-2-0 0-2-0 4-1-0 2-11-0 7-0-0 2-11-0 7-2-0 0-2-0 8-2-0 1-0-0 -1-0-0 1-0-0 4-1-0 4-1-0 8-2-0 4-1-0 9-2-0 1-0-0 0-4-12-0-70-4-15.00 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 0.61 0.61 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 0.04 -0.00 (loc) 7 7 6 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 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)8=0-4-0, 6=0-4-0 Max Horz 8=76(LC 9) Max Uplift 8=-439(LC 10), 6=-378(LC 10) Max Grav 8=356(LC 1), 6=356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-138/539, 3-4=-138/539 BOT CHORD 2-8=-263/92, 7-8=-263/92, 6-7=-263/92, 4-6=-263/92 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 6-2-0, Exterior(2E) 6-2-0 to 9-2-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=439, 6=378. 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 11,2022 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 3035562-GROZA-5804RAI Truss T41 Truss Type Common Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496293 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:07 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-Dy4CRfILz350eMssfl4RvPOLAoysX?xDDQVE2lzwh3k Scale = 1:18.8 1 2 3 4 5 7 16 17 9 18 8 6 19 3x8 3x8 3x6 4x4 1-6-12 1-6-12 1-7-8 0-0-12 3-7-8 2-0-0 4-1-0 0-5-8 5-7-8 1-6-8 5-8-4 0-0-12 8-2-0 2-5-12 -1-0-0 1-0-0 4-1-0 4-1-0 8-2-0 4-1-0 9-2-0 1-0-0 0-4-12-0-70-4-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.28 0.78 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.01 (loc) 8-9 8-9 6 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 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)9=0-1-8, 8=0-1-8, 6=0-1-8 Max Horz 9=76(LC 9) Max Uplift 9=-205(LC 10), 8=-329(LC 10), 6=-255(LC 7) Max Grav 9=254(LC 19), 8=334(LC 1), 6=279(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-953/359, 3-4=-947/357 BOT CHORD 2-9=-311/1080, 8-9=-311/1080, 7-8=-311/1080, 6-7=-311/1080, 4-6=-311/1080 WEBS 3-7=-406/1103 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 6-2-0, Exterior(2E) 6-2-0 to 9-2-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9, 8, 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=205, 8=329, 6=255. 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 11,2022 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 3035562-GROZA-5804RAI Truss T41A Truss Type Common Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496294 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:08 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-h8dae?JzkNDtGWQ2DTbgSdxVrCIGGRHMR3EoaBzwh3j Scale = 1:16.9 1 2 3 4 6 15 16 8 7 5 17 3x8 3x8 3x6 4x4 1-6-12 1-6-12 1-7-8 0-0-12 3-7-8 2-0-0 4-1-0 0-5-8 5-7-8 1-6-8 5-8-4 0-0-12 8-2-0 2-5-12 4-1-0 4-1-0 8-2-0 4-1-0 9-2-0 1-0-0 0-4-12-0-70-4-15.00 12 Plate Offsets (X,Y)-- [1:0-8-4,0-0-10], [3:0-8-4,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.35 0.83 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 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)8=0-1-8, 7=0-1-8, 5=0-1-8 Max Horz 8=-74(LC 8) Max Uplift 8=-120(LC 20), 7=-261(LC 10), 5=-225(LC 7) Max Grav 8=163(LC 19), 7=350(LC 1), 5=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-914/334, 2-3=-896/326 BOT CHORD 1-8=-284/963, 7-8=-284/1036, 6-7=-284/1036, 5-6=-284/1036, 3-5=-284/1036 WEBS 2-6=-393/1084 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Exterior(2R) 3-0-0 to 6-2-0, Exterior(2E) 6-2-0 to 9-2-0 zone; cantilever 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 at joint(s) 8, 7, 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=120, 7=261, 5=225. 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 11,2022 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 3035562-GROZA-5804RAI Truss V1 Truss Type Valley Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496295 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:15 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-_UYD6OOM5W5tbbTO7RDJE5jmQ0s5Ph2O2fRfKHzwh3c Scale = 1:7.2 1 2 3 2x4 3x4 2x4 0-0-10 0-0-10 3-10-14 3-10-4 1-11-7 1-11-7 3-10-14 1-11-7 0-0-40-9-120-0-45.00 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-9-11, 3=3-9-11 Max Horz 1=-18(LC 8) Max Uplift 1=-51(LC 10), 3=-51(LC 10) Max Grav 1=89(LC 1), 3=89(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 11,2022 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 3035562-GROZA-5804RAI Truss V2 Truss Type Valley Qty 1 Ply 1 GROZA - CRESTVIEW Job Reference (optional) T26496296 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Jan 10 17:58:16 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:Ko9Olzgxb3WD8iWPLSvoMszy50v-Sh6bKkP_rqDkDk2bh8kYnJGsKQBP87qYHJBDsjzwh3b Scale = 1:14.4 1 2 3 4 2x4 4x4 2x4 2x4 0-0-10 0-0-10 3-11-7 3-10-13 7-10-14 3-11-7 3-11-7 3-11-7 7-10-14 3-11-7 0-0-41-7-120-0-45.00 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-P 0.32 0.17 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-9-11, 3=7-9-11, 4=7-9-11 Max Horz 1=48(LC 9) Max Uplift 1=-84(LC 10), 3=-84(LC 10), 4=-102(LC 10) Max Grav 1=116(LC 1), 3=116(LC 1), 4=242(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-175/318 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=102. January 11,2022 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