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HomeMy WebLinkAboutAPPROVED TRUSS DRAWINGS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2858164-PSLP-1916 - 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 46 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: PSL PROPERTIES Project Name: ZAROS Model: . Subdivision: . Address: 1916 LYNX DR, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: October 13,2021 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25629889 A1 Date 10/13/212T25629890A210/13/213T25629891A310/13/214T25629892A410/13/215T25629893A710/13/216T25629894A810/13/217T25629895B110/13/218T25629896B210/13/219T25629897B310/13/2110T25629898B410/13/2111T25629899B510/13/2112T25629900B610/13/2113T25629901B710/13/2114T25629902C110/13/2115T25629903C210/13/2116T25629904C310/13/2117T25629905C410/13/2118T25629906C510/13/2119T25629907CJ110/13/2120T25629908CJ310/13/2121T25629909CJ510/13/2122T25629910D110/13/21 No.Seal#Truss Name 23 T25629911 D2 Date 10/13/2124T25629912EJ210/13/2125T25629913EJ410/13/2126T25629914EJ510/13/2127T25629915EJ710/13/2128T25629916EJ2110/13/2129T25629917EJ4110/13/2130T25629918EJ5110/13/2131T25629919EJ7110/13/2132T25629920G110/13/2133T25629921G210/13/2134T25629922HJ710/13/2135T25629923K110/13/2136T25629924K210/13/2137T25629925K310/13/2138T25629926K410/13/2139T25629927K510/13/2140T25629928L110/13/2141T25629929L210/13/2142T25629930M110/13/2143T25629931V110/13/2144T25629932V210/13/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2858164-PSLP-1916 - 2 of 2 Site Information: Lot/Block: . Customer Info: PSL PROPERTIES Project Name: ZAROS Model: . Subdivision: . Address: 1916 LYNX DR, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T25629933 V3 Date 10/13/2146T25629934V410/13/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss A1 Truss Type Common Qty 6 Ply 1 Job Reference (optional) T25629889 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-DAqpe31SlV1agcxZ8Bg2qNlW9KAzL84WQh64aiyU8Na Scale = 1:71.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 4x6 4x6 4x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 4x6 4x6 10-3-6 10-3-6 20-0-0 9-8-10 29-8-10 9-8-10 40-0-0 10-3-6 -1-0-0 1-0-0 7-0-7 7-0-7 14-3-0 7-2-8 20-0-0 5-9-0 25-9-0 5-9-0 32-11-9 7-2-8 40-0-0 7-0-7 41-0-0 1-0-0 0-4-88-8-80-4-85.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.96 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.64 0.15 0.39 (loc) 12-14 12-14 10 14 l/defl >999 >743 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-14, 5-14 REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=493(LC 11) Max Uplift 2=-1221(LC 12), 10=-1221(LC 12) Max Grav 2=1887(LC 17), 10=1887(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3691/2687, 3-5=-3386/2472, 5-6=-2238/1948, 6-7=-2238/1948, 7-9=-3387/2471, 9-10=-3692/2687 BOT CHORD 2-16=-2291/3676, 14-16=-1738/2860, 12-14=-1728/2491, 10-12=-2281/3307 WEBS 6-14=-1061/1436, 7-14=-997/859, 7-12=-330/850, 9-12=-463/557, 5-14=-997/859, 5-16=-330/849, 3-16=-463/557 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 25-9-0, Interior(1) 25-9-0 to 41-0-0 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, 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=1221, 10=1221. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss A2 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T25629890 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-hNOBrP14WpARHmVliuBHNbIiOkWV4byfeLre68yU8NZ Scale = 1:67.0 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 2x4 3x6 3x8 3x4 3x4 5x6 3x6 6x8 3x4 3x4 2x4 4x6 4x6 10-3-6 10-3-6 20-0-0 9-8-10 29-8-10 9-8-10 37-3-0 7-6-6 -1-0-0 1-0-0 7-0-7 7-0-7 14-3-0 7-2-8 20-0-0 5-9-0 25-9-0 5-9-0 32-11-9 7-2-8 37-3-0 4-3-7 0-4-88-8-81-6-45.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.94 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.55 0.12 0.29 (loc) 12-14 12-14 11 2-16 l/defl >999 >802 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 6-14, 9-11, 5-14 REACTIONS. (size)11=0-6-10, 2=0-7-10 Max Horz 2=447(LC 11) Max Uplift 11=-1010(LC 12), 2=-1148(LC 12) Max Grav 11=1662(LC 18), 2=1787(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3446/2482, 3-5=-3137/2264, 5-6=-1946/1735, 6-7=-1988/1757, 7-9=-2461/1899 BOT CHORD 2-16=-2268/3417, 14-16=-1708/2593, 12-14=-1498/2028, 11-12=-1532/1991 WEBS 7-14=-660/635, 6-14=-919/1247, 9-12=-2/440, 9-11=-2379/1877, 5-14=-999/863, 5-16=-335/852, 3-16=-471/563 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 25-9-0, Interior(1) 25-9-0 to 37-0-4 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, 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) 11=1010, 2=1148. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss A3 Truss Type Roof Special Qty 5 Ply 1 Job Reference (optional) T25629891 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-dlWyG43K2QQ9X4f7pJDlS0N2rXAZYQby6fKlB1yU8NX Scale = 1:67.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 5x8 4x6 2x4 2x4 7x10 4x6 2x4 3x4 2x4 3x4 6x8 5x8 3x4 3x4 4x6 6x8 7x10 10-3-6 10-3-6 20-0-0 9-8-10 22-11-14 2-11-14 28-5-2 5-5-4 33-10-6 5-5-4 37-3-0 3-4-10 -1-0-0 1-0-0 7-0-7 7-0-7 14-3-0 7-2-8 20-0-0 5-9-0 22-11-14 2-11-14 28-5-2 5-5-4 33-10-6 5-5-4 36-9-8 2-11-2 37-3-0 0-5-8 0-4-88-8-81-6-40-8-05.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [9:0-3-0,Edge], [14:0-6-0,0-4-4], [16:0-4-12,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-SH 0.95 0.96 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.64 0.16 0.31 (loc) 18-20 18-20 12 18-20 l/defl >999 >688 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-17,10-13: 2x4 SP No.3, 2-19: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 11-12: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-16 REACTIONS. (size)2=0-7-10, 12=0-6-10 Max Horz 2=447(LC 11) Max Uplift 2=-1148(LC 12), 12=-1010(LC 12) Max Grav 2=1771(LC 17), 12=1628(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3415/2486, 3-5=-3107/2269, 5-6=-1895/1743, 6-7=-2258/2150, 7-8=-2250/1994, 8-10=-2764/2200, 10-11=-2794/2160, 11-12=-1549/1230 BOT CHORD 2-20=-2266/3388, 18-20=-1709/2554, 7-16=-302/490, 15-16=-1809/2458, 14-15=-2028/2651, 10-14=-198/294 WEBS 3-20=-470/560, 5-20=-328/872, 5-18=-1010/863, 6-18=-302/618, 16-18=-998/1882, 6-16=-1038/1165, 8-16=-676/483, 11-14=-1913/2497 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 26-0-0, Interior(1) 26-0-0 to 37-0-4 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, 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=1148, 12=1010. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss A4 Truss Type ROOF SPECIAL Qty 7 Ply 1 Job Reference (optional) T25629892 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Z8eihm5aa2gsmOpWxkGDXRSNcLxe0IdFZzprFwyU8NV Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 7x10 4x6 2x4 3x4 6x8 3x6 7x10 6x8 3x4 3x4 8x12 5x6 3x8 2x4 3x4 2x4 4x4 4x6 2x4 7-0-0 7-0-0 13-1-10 6-1-10 20-0-0 6-10-6 20-5-2 0-5-2 20-6-10 0-1-8 23-4-4 2-9-10 30-7-12 7-3-8 34-6-0 3-10-4 40-0-0 5-6-0 -1-0-0 1-0-0 7-0-0 7-0-0 13-1-10 6-1-10 20-0-0 6-10-6 20-5-2 0-5-2 23-4-4 2-11-2 26-3-2 2-10-14 27-10-3 1-7-2 30-7-12 2-9-9 34-6-0 3-10-4 40-0-0 5-6-0 41-0-0 1-0-0 0-4-88-8-80-4-83-3-42-8-02-8-05.00 12 Plate Offsets (X,Y)-- [11:0-5-0,0-3-4], [12:0-4-0,0-1-10], [17:0-4-12,0-1-8], [18:0-5-0,0-4-8] 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-SH 0.99 0.67 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.81 0.06 0.59 (loc) 16-17 16-17 18 16 l/defl >560 >283 n/a >388 L/d 360 240 n/a 240 PLATES MT20 Weight: 281 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-11: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-21: 2x4 SP No.2, 5-21: 2x4 SP No.3, 19-20: 2x8 SP 2400F 2.0E 15-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 8-18: 2x6 SP M 26, 8-17: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 6-20 REACTIONS. (size)2=0-7-10, 18=0-3-0, 12=0-7-10 Max Horz 2=-493(LC 10) Max Uplift 2=-730(LC 12), 18=-824(LC 12), 12=-600(LC 12) Max Grav 2=730(LC 18), 18=2202(LC 18), 12=1101(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1163/1198, 3-5=-1061/1300, 5-6=-1182/1612, 6-7=-56/545, 7-8=-242/466, 8-9=-616/394, 9-10=-896/506, 10-11=-1058/418, 11-12=-2233/1015 BOT CHORD 2-22=-919/1250, 5-20=-478/668, 19-20=-308/310, 18-19=-1107/517, 7-19=-160/506, 17-18=-46/677, 16-17=-82/756, 14-16=-775/1945, 12-14=-791/1983 WEBS 3-22=-399/457, 20-22=-966/1328, 8-18=-2787/1024, 17-23=-259/1787, 8-23=-243/1791, 10-16=0/353, 11-16=-1398/854, 11-14=-263/600, 6-20=-1523/1760, 6-19=-1094/652 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-11-10, Exterior(2R) 19-11-10 to 25-11-10, Interior(1) 25-11-10 to 41-0-0 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) 200.0lb AC unit load placed on the bottom chord, 27-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 9-10, 9-23 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=730, 18=824, 12=600. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss A7 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25629893 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-WWlT6S6r6fwa?hzv29IhcsYkS9cEUF6X1HIyKoyU8NT Scale = 1:75.5 1 2 3 4 5 7 6 8 9 10 11 12 13 21 20 19 18 17 16 15 14 34 35 36 37 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x8 5x8 3x6 4x6 3x6 5x8 3x4 3x4 7x10 3x4 3x6 5x8 4x6 7-0-0 7-0-0 12-0-0 5-0-0 13-1-10 1-1-10 20-5-2 7-3-8 20-6-10 0-1-8 28-0-0 7-5-6 33-8-10 5-8-10 40-0-0 6-3-6 -1-0-0 1-0-0 7-0-0 7-0-0 12-0-0 5-0-0 13-1-10 1-1-10 16-4-5 3-2-11 20-5-2 4-0-13 28-0-0 7-6-14 33-8-10 5-8-10 40-0-0 6-3-6 41-0-0 1-0-0 0-4-85-4-88-8-80-4-82-8-05-4-85.00 12 Plate Offsets (X,Y)-- [15:0-2-12,0-3-0], [17:0-2-12,Edge], [18:0-2-8,0-2-8] 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-SH 0.91 0.72 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.43 0.05 0.13 (loc) 17-18 17-18 12 2-21 l/defl >999 >566 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-16: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. Except: 1 Row at midpt 8-9 BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. WEBS 1 Row at midpt 9-17 JOINTS 1 Brace at Jt(s): 8, 6 REACTIONS. (size)2=0-7-10, 16=0-3-0, 12=0-7-10 Max Horz 2=493(LC 11) Max Uplift 2=-719(LC 12), 16=-1027(LC 12), 12=-688(LC 12) Max Grav 2=824(LC 17), 16=1559(LC 1), 12=883(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1287/1157, 3-5=-1741/1483, 5-7=-558/687, 5-6=-1328/1054, 6-8=-1082/1431, 8-9=-1004/1406, 7-9=-559/686, 9-11=-898/819, 11-12=-1465/1101 BOT CHORD 2-21=-886/1440, 17-18=-267/564, 16-17=-1489/1223, 14-15=-869/1255, 12-14=-869/1255 WEBS 3-21=-550/474, 15-17=-520/760, 9-17=-1489/1457, 9-15=-4/321, 11-15=-613/521, 6-18=-1144/1518, 6-17=-1668/1322, 3-18=-153/414, 18-21=-982/1592 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 28-5-13, Interior(1) 28-5-13 to 41-0-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=719, 16=1027, 12=688. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Top chord must be braced by end jacks, roof diaphragm, or properly connected purlins as specified. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss A8 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25629894 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-SvtDX885eGAIF?7HAaK9iHd9OyJxyDMqUbn3PhyU8NR Scale = 1:74.1 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 28 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 3x6 5x6 4x6 2x4 2x4 7x10 5x6 2x4 6x8 3x4 2x4 5x8 5x8 3x4 2x4 4x6 3x4 3x4 5-9-6 5-9-6 11-0-0 5-2-10 13-1-10 2-1-10 20-5-2 7-3-8 20-6-10 0-1-8 24-9-9 4-2-15 29-0-0 4-2-7 34-2-10 5-2-10 40-0-0 5-9-6 -1-0-0 1-0-0 5-9-6 5-9-6 11-0-0 5-2-10 13-1-10 2-1-10 16-9-6 3-7-12 20-5-2 3-7-12 24-9-9 4-4-7 29-0-0 4-2-7 34-2-10 5-2-10 40-0-0 5-9-6 41-0-0 1-0-0 0-4-84-11-80-4-82-8-04-11-85.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [10:0-3-0,0-2-4], [15:0-4-0,0-3-0], [18:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.58 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 0.03 0.13 (loc) 15-16 17-18 12 19 l/defl >999 >952 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 216 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-19: 2x4 SP No.3, 7-16: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-4 oc bracing. REACTIONS. (size)2=0-7-10, 16=0-3-0, 12=0-7-10 Max Horz 2=-282(LC 10) Max Uplift 2=-713(LC 12), 16=-1051(LC 12), 12=-678(LC 12) Max Grav 2=839(LC 17), 16=1536(LC 1), 12=844(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1405/1335, 3-4=-891/954, 4-5=-1577/1532, 5-6=-1631/1552, 6-7=-35/405, 7-9=-103/280, 9-10=-768/857, 10-11=-857/843, 11-12=-1408/1237 BOT CHORD 2-21=-1085/1420, 20-21=-1085/1420, 17-18=-680/894, 16-17=-925/838, 7-17=-246/327, 15-16=-269/368, 14-15=-1003/1212, 12-14=-1003/1212 WEBS 3-20=-637/624, 4-20=-806/503, 18-20=-836/1405, 4-18=-856/1218, 11-15=-615/638, 9-16=-718/650, 9-15=-274/467, 6-18=-531/947, 6-17=-1349/1220 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 29-0-0, Exterior(2R) 29-0-0 to 37-5-13, Interior(1) 37-5-13 to 41-0-0 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) 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=713, 16=1051, 12=678. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25629895 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sUZM99AzwBYt6TrsriusJvFavAHq9T4HAZ0j?0yU8NO Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 4x6 4x6 3x4 4x6 4x6 3x4 4x6 3x4 6x8 7x10 3x4 3x4 6x8 7x10 3x4 7-3-9 7-3-9 14-0-6 6-8-13 19-0-0 4-11-10 21-0-0 2-0-0 25-11-10 4-11-10 32-8-7 6-8-13 40-0-0 7-3-9 -1-0-0 1-0-0 7-3-9 7-3-9 14-0-6 6-8-13 19-0-0 4-11-10 21-0-0 2-0-0 25-11-10 4-11-10 32-8-7 6-8-13 40-0-0 7-3-9 41-0-0 1-0-0 0-4-88-3-80-4-80-8-08-3-85.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,0-2-4], [7:0-3-0,0-2-4], [9:0-3-0,Edge], [13:0-3-8,0-2-8], [15:0-6-8,0-4-0], [18:0-6-8,0-4-0], [21:0-3-8,0-2-8] 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-SH 0.99 0.89 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.55 0.20 0.52 (loc) 19 19 11 19 l/defl >999 >861 n/a >901 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-20,8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-7-8 oc bracing. Except: 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 18-21, 5-17, 8-16, 13-15 REACTIONS. (size)2=0-7-10, 11=0-7-10 Max Horz 2=-470(LC 10) Max Uplift 2=-1210(LC 12), 11=-1215(LC 12) Max Grav 2=1566(LC 17), 11=1557(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3149/2591, 3-5=-2925/2523, 5-6=-2208/2065, 6-7=-2063/1980, 7-8=-2207/2065, 8-10=-2892/2541, 10-11=-3131/2603 BOT CHORD 2-21=-2213/3078, 20-21=-200/272, 5-18=-338/723, 17-18=-1953/2802, 16-17=-1294/1993, 15-16=-1980/2623, 8-15=-360/647, 11-13=-2233/2796 WEBS 3-21=-205/315, 18-21=-2041/2846, 3-18=-321/324, 5-17=-1187/953, 6-17=-551/685, 7-16=-555/678, 8-16=-1109/976, 13-15=-2086/2573, 10-15=-396/320, 10-13=-165/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-0-0, Exterior(2E) 19-0-0 to 21-0-0, Exterior(2R) 21-0-0 to 29-5-13, Interior(1) 29-5-13 to 41-0-0 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) 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=1210, 11=1215. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss B2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25629896 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-otg6arCESpobLm?Fz7wKPKKwAzyrdQFZetVq4uyU8NM Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 4x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 5x6 WB 4x6 3x4 4x6 4x6 3x4 4x6 3x4 5x6 7x10 3x4 3x8 5x6 7x10 3x4 7-3-9 7-3-9 14-0-6 6-8-13 17-0-0 2-11-10 23-0-0 6-0-0 25-11-10 2-11-10 32-8-7 6-8-13 40-0-0 7-3-9 -1-0-0 1-0-0 7-3-9 7-3-9 14-0-6 6-8-13 17-0-0 2-11-10 23-0-0 6-0-0 25-11-10 2-11-10 32-8-7 6-8-13 40-0-0 7-3-9 41-0-0 1-0-0 0-4-87-5-80-4-80-8-07-5-85.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-5-12,0-2-8], [7:0-3-0,0-2-4], [9:0-3-0,Edge], [15:0-7-8,0-4-4], [18:0-6-0,0-4-12], [20:0-0-8,0-1-8] 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-SH 1.00 0.92 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.58 0.20 0.50 (loc) 19 19 11 19 l/defl >999 >821 n/a >936 L/d 360 240 n/a 240 PLATES MT20 Weight: 242 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 5-20,8-14: 2x4 SP No.3, 15-18: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 18-21,13-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. Except: 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 18-21, 6-16, 13-15 REACTIONS. (size)2=0-7-10, 11=0-7-10 Max Horz 2=-423(LC 10) Max Uplift 2=-1210(LC 12), 11=-1215(LC 12) Max Grav 2=1899(LC 17), 11=1880(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3792/2694, 3-5=-3446/2608, 5-6=-2820/2327, 6-7=-2544/2211, 7-8=-2756/2334, 8-10=-3328/2626, 10-11=-3754/2706 BOT CHORD 2-21=-2309/3693, 20-21=-191/412, 5-18=-395/872, 17-18=-2003/3345, 16-17=-1573/2756, 15-16=-2029/2917, 8-15=-414/768, 13-14=-165/342, 11-13=-2329/3342 WEBS 3-21=-173/330, 18-21=-2135/3307, 3-18=-384/323, 5-17=-1147/829, 6-17=-579/1064, 6-16=-333/301, 7-16=-542/831, 8-16=-1049/847, 13-15=-2181/3023, 10-15=-462/320, 10-13=-162/334 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 23-0-0, Exterior(2R) 23-0-0 to 31-5-13, Interior(1) 31-5-13 to 41-0-0 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) 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=1210, 11=1215. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss B3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25629897 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-H3EUoBCsD6wSzwaRWqRZxYt5FNIgMrDjsXENcKyU8NL Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x8 4x6 3x4 3x6 3x6 3x4 4x6 6x8 7x10 3x8 2x4 6x8 7x10 7-3-9 7-3-9 14-0-6 6-8-13 20-0-0 5-11-10 25-11-10 5-11-10 32-8-7 6-8-13 40-0-0 7-3-9 -1-0-0 1-0-0 7-3-9 7-3-9 14-0-6 6-8-13 15-0-0 0-11-10 20-0-0 5-0-0 25-0-0 5-0-0 25-11-10 0-11-10 32-8-7 6-8-13 40-0-0 7-3-9 41-0-0 1-0-0 0-4-86-7-80-4-80-8-06-7-85.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [5:0-3-0,0-2-4], [7:0-3-0,0-2-4], [9:0-4-0,0-3-0], [12:0-3-8,0-2-8], [14:0-4-12,Edge], [16:0-4-12,Edge], [19:0-3-8,0-2-8] 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-SH 0.98 0.88 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.53 0.19 0.51 (loc) 17 17 10 17 l/defl >999 >896 n/a >932 L/d 360 240 n/a 240 PLATES MT20 Weight: 238 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3,9-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 4-18,8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-6-6 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 16-19, 12-14 REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=376(LC 11) Max Uplift 2=-1210(LC 12), 10=-1215(LC 12) Max Grav 2=1565(LC 17), 10=1556(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3147/2748, 3-4=-2834/2577, 4-5=-2835/2786, 5-6=-2623/2539, 6-7=-2623/2539, 7-8=-2806/2803, 8-9=-2802/2593, 9-10=-3129/2760 BOT CHORD 2-19=-2358/3004, 18-19=-262/358, 4-16=-367/521, 15-16=-1805/2423, 14-15=-1827/2389, 8-14=-365/522, 12-13=-228/303, 10-12=-2378/2795 WEBS 3-19=-124/280, 16-19=-2115/2663, 3-16=-443/433, 5-16=-830/961, 5-15=-327/439, 6-15=-301/465, 7-15=-311/474, 7-14=-849/909, 12-14=-2170/2508, 9-14=-493/429, 9-12=-101/283 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 25-0-0, Exterior(2R) 25-0-0 to 33-5-13, Interior(1) 33-5-13 to 41-0-0 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) 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=1210, 10=1215. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss B4 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T25629898 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-DSMFCtE6lkB9CEkqeFU10zyRzB_zqk10KqjUhDyU8NJ Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 6x12 MT20HS ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS 6x8 5x6 4x6 3x4 4x6 6x8 7x10 3x4 3x4 2x4 3x4 5x6 7x10 7-5-6 7-5-6 14-4-0 6-10-10 15-8-0 1-4-0 21-2-4 5-6-4 25-11-10 4-9-6 27-0-0 1-0-6 33-2-10 6-2-10 40-0-0 6-9-6 -1-0-0 1-0-0 7-5-6 7-5-6 14-4-0 6-10-10 15-8-0 1-4-0 21-2-4 5-6-4 25-11-10 4-9-6 27-0-0 1-0-6 33-2-10 6-2-10 40-0-0 6-9-6 41-0-0 1-0-0 0-4-85-9-86-4-30-4-80-8-05-9-85.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-2-8], [7:0-3-0,0-2-4], [14:0-3-8,Edge], [16:0-4-12,Edge], [18:0-0-8,0-1-8], [19:0-3-8,0-2-8] 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-SH 0.90 0.89 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.60 0.21 0.53 (loc) 17 15-16 9 17 l/defl >999 >792 n/a >884 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 228 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-5: 2x6 SP No.2, 5-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 11-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-10 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 16-19, 11-14 REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=-357(LC 10) Max Uplift 2=-1209(LC 12), 9=-1211(LC 12) Max Grav 2=1556(LC 17), 9=1554(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3146/2864, 3-4=-2811/2660, 4-5=-2661/2664, 5-6=-3060/3040, 6-7=-2683/2669, 7-8=-2900/2747, 8-9=-3174/2832 BOT CHORD 2-19=-2486/2967, 18-19=-310/380, 4-16=-1418/1677, 15-16=-2368/2872, 14-15=-2534/3060, 9-11=-2394/2838 WEBS 3-19=-107/289, 16-19=-2195/2603, 3-16=-480/480, 5-16=-1216/1163, 5-15=-244/395, 7-14=-604/798, 8-11=-118/297, 6-14=-615/493, 11-14=-2283/2684, 8-14=-443/460 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-4-0, Exterior(2E) 14-4-0 to 15-8-0, Interior(1) 15-8-0 to 27-0-0, Exterior(2R) 27-0-0 to 33-2-10, Interior(1) 33-2-10 to 41-0-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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=1209, 9=1211. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss B5 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T25629899 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-9qU?dZFNHLRtSXtClgWV5O2oL_fUId0In8Cbl6yU8NH Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 6x12 MT20HS ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS 5x6 5x8 4x6 3x4 2x4 2x4 4x6 5x6 7x10 3x4 3x4 7x10 4x12 3x4 2x4 7-5-6 7-5-6 14-4-0 6-10-10 17-8-0 3-4-0 25-11-10 8-3-10 29-0-0 3-0-6 34-2-10 5-2-10 40-0-0 5-9-6 -1-0-0 1-0-0 7-5-6 7-5-6 14-4-0 6-10-10 17-8-0 3-4-0 21-11-9 4-3-9 25-11-10 4-0-1 29-0-0 3-0-6 34-2-10 5-2-10 40-0-0 5-9-6 41-0-0 1-0-0 0-4-84-11-86-4-30-4-80-8-04-11-85.00 12 Plate Offsets (X,Y)-- [8:0-5-12,0-2-8], [13:0-5-8,0-2-0], [15:0-3-8,Edge], [17:0-4-12,Edge], [19:0-0-8,0-1-8], [20:0-3-0,0-1-12] 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-SH 0.85 0.95 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.72 0.22 0.61 (loc) 18 15-16 10 18 l/defl >999 >654 n/a >771 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 225 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4,1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 15-17: 2x4 SP No.1, 7-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-13 oc bracing. Except: 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 17-20 REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=360(LC 11) Max Uplift 2=-1212(LC 12), 10=-1216(LC 12) Max Grav 2=1545(LC 1), 10=1538(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3136/2856, 3-4=-2767/2630, 4-5=-2677/2657, 5-6=-3615/3481, 6-7=-3280/3251, 7-8=-3249/3225, 8-9=-2724/2639, 9-10=-3162/2892 BOT CHORD 2-20=-2481/2934, 19-20=-286/447, 4-17=-1574/1778, 16-17=-3038/3609, 15-16=-3107/3578, 7-15=-159/323, 12-13=-2458/2828, 10-12=-2458/2828 WEBS 3-20=-97/292, 17-20=-2215/2502, 3-17=-529/516, 5-17=-1768/1627, 6-15=-469/415, 13-15=-1863/2366, 8-15=-1253/1365, 8-13=-331/309, 9-13=-551/581 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-4-0, Exterior(2E) 14-4-0 to 17-8-0, Interior(1) 17-8-0 to 29-0-0, Exterior(2R) 29-0-0 to 35-0-0, Interior(1) 35-0-0 to 41-0-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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=1212, 10=1216. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss B6 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T25629900 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-wNz0JIMOOoRlPmVlDLfNQ4NBgDOUAFnUdO801eyU8N9 Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 6x12 MT20HS ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS 6x12 MT20HS 6x12 MT20HS 4x6 3x4 2x4 2x4 4x6 5x6 7x10 2x4 7x10 5x8 2x4 7-5-6 7-5-6 14-4-0 6-10-10 19-8-0 5-4-0 25-11-10 6-3-10 31-0-0 5-0-6 40-0-0 9-0-0 -1-0-0 1-0-0 7-5-6 7-5-6 14-4-0 6-10-10 19-8-0 5-4-0 25-11-10 6-3-10 31-0-0 5-0-6 35-2-10 4-2-10 40-0-0 4-9-6 41-0-0 1-0-0 0-4-84-1-86-4-30-4-80-8-04-1-85.00 12 Plate Offsets (X,Y)-- [7:0-9-0,0-2-4], [11:0-1-8,0-1-12], [13:0-3-12,Edge], [15:0-4-12,Edge], [17:0-0-8,0-1-8], [18:0-3-0,0-1-12] 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-SH 0.83 0.94 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.82 0.25 0.77 (loc) 13-14 13-14 9 13-14 l/defl >999 >574 n/a >611 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 216 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-5,7-10: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 13-15: 2x4 SP No.1, 6-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 15-18, 5-15 REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=360(LC 11) Max Uplift 2=-1212(LC 12), 9=-1216(LC 12) Max Grav 2=1545(LC 1), 9=1538(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3136/2832, 3-4=-2777/2606, 4-5=-2721/2620, 5-6=-4176/4054, 6-7=-4102/3997, 7-8=-2887/2744, 8-9=-3089/2951 BOT CHORD 2-18=-2459/2907, 17-18=-276/384, 4-15=-1503/1750, 14-15=-3972/4619, 13-14=-3970/4626, 6-13=-332/538, 11-12=-343/336, 9-11=-2519/2775 WEBS 3-18=-102/290, 15-18=-2202/2551, 3-15=-524/516, 5-15=-2487/2330, 5-14=0/279, 5-13=-540/340, 11-13=-1883/2302, 7-13=-1680/1770, 8-11=-289/486 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-4-0, Exterior(2E) 14-4-0 to 19-8-0, Interior(1) 19-8-0 to 31-0-0, Exterior(2R) 31-0-0 to 37-0-0, Interior(1) 37-0-0 to 41-0-0 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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=1212, 9=1216. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss B7 Truss Type Roof Special Girder Qty 1 Ply 3 Job Reference (optional) T25629901 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-HKmvM?QWDL41VXNi0vFY7744YE7ZrYIDmgsnjryU8N4 Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x12 5x8 3x6 2x4 2x4 4x4 4x6 4x4 7x10 3x6 4x4 2x4 7x10 3x4 6x8 2x4 HGUS26-2 7-5-6 7-5-6 14-4-0 6-10-10 18-0-0 3-8-0 21-8-0 3-8-0 25-11-10 4-3-10 29-5-13 3-6-3 33-0-0 3-6-3 40-0-0 7-0-0 -1-0-0 1-0-0 7-5-6 7-5-6 14-4-0 6-10-10 18-0-0 3-8-0 21-8-0 3-8-0 25-11-10 4-3-10 29-5-13 3-6-3 33-0-0 3-6-3 40-0-0 7-0-0 41-0-0 1-0-0 0-4-83-3-86-4-30-4-80-8-03-3-85.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [9:0-5-12,0-2-8], [10:0-4-0,0-1-10], [13:0-4-0,0-2-12], [15:0-4-12,0-3-8], [18:0-4-12,0-3-8] 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-SH 0.62 0.82 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.66 0.15 0.67 (loc) 15-16 15-16 10 15-16 l/defl >999 >716 n/a >705 L/d 360 240 n/a 240 PLATES MT20 Weight: 712 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-20: 2x4 SP No.3, 15-18,10-14: 2x6 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 9-9-2 oc bracing. Except: 10-0-0 oc bracing: 18-20 REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=-361(LC 6) Max Uplift 2=-1651(LC 8), 10=-2364(LC 8) Max Grav 2=2075(LC 1), 10=2924(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4431/3307, 3-4=-4300/3312, 4-5=-4186/3285, 5-6=-6851/5284, 6-7=-11637/9126, 7-8=-11415/8955, 8-9=-8693/6922, 9-10=-6582/5097 BOT CHORD 2-21=-2857/3984, 20-21=-400/636, 4-18=-2211/2947, 17-18=-4563/6304, 16-17=-8537/11354, 15-16=-8536/11362, 14-15=-400/546, 7-15=-186/281, 13-14=-1751/2242, 12-13=-4490/5965, 10-12=-4496/5962 WEBS 3-21=-239/351, 18-21=-2482/3376, 3-18=-633/563, 5-18=-3471/2757, 5-17=-2456/3262, 6-17=-5921/4659, 6-15=-1239/1202, 13-15=-5004/6576, 8-15=-2444/3272, 8-13=-1999/1561, 9-13=-2817/3542, 9-12=-103/295 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-4-0 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and 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=1651, 10=2364. 10) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 8-10d Truss) or equivalent at 28-9-8 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber.Continued on page 2 October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss B7 Truss Type Roof Special Girder Qty 1 Ply 3 Job Reference (optional) T25629901 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:40:57 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-HKmvM?QWDL41VXNi0vFY7744YE7ZrYIDmgsnjryU8N4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 9-11=-54, 2-20=-20, 19-20=-20, 15-18=-20, 10-14=-20 Concentrated Loads (lb) Vert: 23=-1916(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 2858164-PSLP-1916 Truss C1 Truss Type HIP Qty 3 Ply 1 Job Reference (optional) T25629902 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-95?QCNT1HZaT_9hTFkJUIzFjXrTDnOdphIq_sdyU8N0 Scale = 1:51.9 1 2 3 4 6 7 8 9 10 5 18 17 16 15 14 13 12 11 19 20 7x10 ST1.5x8 STP 6x8 3x6 4x6 2x4 5x12 3x6 6x8 3x6 3x4 2x4 5x8 3x4 3x4 3x4 2x4 3x6 6-9-6 6-9-6 13-0-0 6-2-10 15-7-2 2-7-2 20-9-13 5-2-11 24-3-2 3-5-5 25-11-10 1-8-8 28-8-0 2-8-6 -1-0-0 1-0-0 6-9-6 6-9-6 13-0-0 6-2-10 15-8-0 2-8-0 20-9-13 5-1-13 24-3-2 3-5-5 25-11-10 1-8-8 28-8-0 2-8-6 0-4-85-9-86-4-30-4-80-8-05-9-85.00 12 Plate Offsets (X,Y)-- [4:0-4-12,Edge], [5:0-3-0,Edge], [6:0-2-12,0-0-0], [9:0-3-12,Edge], [10:0-2-10,0-1-8], [12:0-0-0,0-3-0], [15:0-5-12,0-2-0] 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-SH 0.82 0.84 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.35 0.16 0.33 (loc) 14-15 14-15 10 14-15 l/defl >999 >977 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-16: 2x4 SP No.3, 9-15: 2x4 SP M 31, 11-12: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-7 oc bracing. REACTIONS. (size)10=Mechanical, 2=0-7-10 Max Horz 2=354(LC 11) Max Uplift 10=-773(LC 12), 2=-916(LC 12) Max Grav 10=1051(LC 18), 2=1124(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2126/1741, 3-4=-1537/1374, 4-6=-1553/1518, 6-7=-1711/1536, 7-8=-2421/2108, 8-9=-3372/2925, 9-10=-1899/1704 BOT CHORD 2-18=-1466/2050, 17-18=-1466/2050, 6-15=-329/492, 14-15=-1718/2220, 13-14=-2594/3109, 12-13=-2594/3109, 9-12=-1784/2177, 11-12=-381/450, 10-11=-1407/1585 WEBS 3-18=0/280, 3-17=-745/623, 15-17=-851/1369, 4-15=-260/501, 7-15=-897/762, 7-14=-223/406, 9-11=-758/697, 8-14=-1014/931, 8-13=-366/500 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-4-0, Exterior(2E) 14-4-0 to 15-3-7, Interior(1) 15-3-7 to 28-6-0 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) 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) 10=773, 2=916. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss C2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25629903 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-6U7Bc2UHpBqBDSqsN9MyNOK0Me8NFHE59cJ5wVyU8N_ Scale = 1:52.9 1 2 3 4 56 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 5x8 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 2x4 5x12 10x14 5x6 4x6 3x4 2x4 5x8 3x4 2x4 6-9-6 6-9-6 13-0-0 6-2-10 15-7-2 2-7-2 20-9-13 5-2-11 25-11-10 5-1-13 28-8-0 2-8-6 -1-0-0 1-0-0 6-9-6 6-9-6 13-0-0 6-2-10 15-8-0 2-8-0 20-9-13 5-1-13 25-11-10 5-1-13 28-8-0 2-8-6 29-8-0 1-0-0 0-4-85-9-80-4-80-8-05-9-85.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-3-0,0-0-10], [8:0-8-3,0-8-4], [8:0-2-4,0-8-14], [14:0-5-12,0-2-0] 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-SH 0.99 0.92 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.61 0.22 0.56 (loc) 12-13 12-13 9 12-13 l/defl >999 >548 n/a >596 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-15: 2x4 SP No.3, 8-14: 2x4 SP M 31, 11-12: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=329(LC 11) Max Uplift 2=-909(LC 12), 9=-909(LC 12) Max Grav 2=1123(LC 17), 9=1123(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/1885, 3-4=-1500/1440, 4-5=-1503/1522, 5-6=-1503/1523, 6-7=-1652/1574, 7-8=-2537/2276, 8-9=-1690/1550 BOT CHORD 2-17=-1578/2029, 16-17=-1578/2029, 5-14=-422/508, 13-14=-1933/2316, 12-13=-1933/2316, 8-12=-1078/1408, 11-12=-219/313, 9-11=-1212/1346 WEBS 3-17=0/281, 3-16=-766/723, 14-16=-807/1277, 4-14=-272/408, 7-14=-1102/1013, 7-13=-146/425, 8-11=-497/417 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2E) 13-0-0 to 15-8-0, Exterior(2R) 15-8-0 to 24-1-13, Interior(1) 24-1-13 to 29-8-0 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) 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=909, 9=909. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss C3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25629904 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-W3pJF4WA56Cm5wZR2Ivf?1yZxsFjSkeYrZXlWqyU8Mx Scale = 1:51.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 4x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 4x6 5-9-6 5-9-6 11-0-0 5-2-10 17-8-0 6-8-0 22-10-10 5-2-10 28-8-0 5-9-6 -1-0-0 1-0-0 5-9-6 5-9-6 11-0-0 5-2-10 17-8-0 6-8-0 22-10-10 5-2-10 28-8-0 5-9-6 29-8-0 1-0-0 0-4-84-11-80-4-84-11-85.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [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-SH 0.84 0.56 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.08 0.20 (loc) 10-12 10-12 7 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. REACTIONS. (size)2=0-7-10, 7=0-7-10 Max Horz 2=282(LC 11) Max Uplift 2=-909(LC 12), 7=-909(LC 12) Max Grav 2=1121(LC 17), 7=1121(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2126/1983, 3-4=-1669/1641, 4-5=-1539/1606, 5-6=-1669/1641, 6-7=-2126/1983 BOT CHORD 2-13=-1672/2029, 12-13=-1672/2029, 10-12=-1165/1514, 9-10=-1681/1884, 7-9=-1681/1884 WEBS 3-12=-580/564, 4-12=-177/375, 5-10=-172/375, 6-10=-581/565 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2E) 11-0-0 to 17-8-0, Exterior(2R) 17-8-0 to 26-1-13, Interior(1) 26-1-13 to 29-8-0 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) 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=909, 7=909. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss C4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25629905 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-SSx4gmYQdjSTKDjq9jx74S1yJftXwfBrIt0sajyU8Mv Scale = 1:51.9 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x4 2x4 5x8 2x4 3x4 2x4 4x6 9-0-0 9-0-0 14-4-0 5-4-0 19-8-0 5-4-0 28-8-0 9-0-0 -1-0-0 1-0-0 4-9-6 4-9-6 9-0-0 4-2-10 14-4-0 5-4-0 19-8-0 5-4-0 23-10-10 4-2-10 28-8-0 4-9-6 29-8-0 1-0-0 0-4-84-1-80-4-84-1-85.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [11:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.80 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.35 0.08 0.23 (loc) 2-12 2-12 8 11 l/defl >999 >949 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-10 oc bracing. REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=-235(LC 10) Max Uplift 2=-909(LC 12), 8=-909(LC 12) Max Grav 2=1113(LC 17), 8=1113(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2079/2041, 3-4=-1835/1740, 4-5=-1931/1977, 5-6=-1931/1977, 6-7=-1835/1740, 7-8=-2079/2041 BOT CHORD 2-12=-1726/1968, 11-12=-1304/1661, 10-11=-1311/1658, 8-10=-1732/1860 WEBS 3-12=-348/464, 4-12=-113/357, 4-11=-406/424, 5-11=-324/483, 6-11=-406/424, 6-10=-113/357, 7-10=-349/464 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 19-8-0, Exterior(2R) 19-8-0 to 28-4-3, Interior(1) 28-4-3 to 29-8-0 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) 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=909, 8=909. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss C5 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T25629906 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-t1cCInaIweq2BhSOrrVqi4fUQt_27_TH_rFWB1yU8Ms Scale = 1:51.9 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 19 20 21 22 23 24 6x8 ST1.5x8 STP ST1.5x8 STP 6x8 5x6 2x4 7x10 2x4 2x4 5x6 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 14-4-0 7-4-0 21-8-0 7-4-0 28-8-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-4-0 7-4-0 21-8-0 7-4-0 28-8-0 7-0-0 29-8-0 1-0-0 0-4-83-3-80-4-83-3-85.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-1], [3:0-4-0,0-2-2], [5:0-4-0,0-2-2], [6:0-4-0,0-0-1], [9:0-5-0,0-4-8] 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-SH 0.60 0.49 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.30 -0.06 (loc) 9 9 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 322 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=-186(LC 23) Max Uplift 2=-1816(LC 8), 6=-1816(LC 8) Max Grav 2=2372(LC 29), 6=2372(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5239/3807, 3-4=-6664/5033, 4-5=-6664/5033, 5-6=-5240/3807 BOT CHORD 2-10=-3328/4856, 9-10=-3321/4825, 8-9=-3321/4687, 6-8=-3328/4718 WEBS 3-10=-131/709, 3-9=-1569/2229, 4-9=-1154/1348, 5-9=-1570/2231, 5-8=-131/709 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. 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and 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=1816, 6=1816. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 415 lb down and 473 lb up at 7-0-0, and 415 lb down and 473 lb up at 21-8-0 on top chord, and 352 lb down and 214 lb up at 7-0-0, and 352 lb down and 214 lb up at 21-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss C5 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T25629906 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:11 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-t1cCInaIweq2BhSOrrVqi4fUQt_27_TH_rFWB1yU8Ms 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, 5-7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 3=-160(F) 5=-160(F) 10=-318(F) 9=-54(F) 4=-110(F) 8=-318(F) 11=-110(F) 12=-110(F) 13=-110(F) 16=-110(F) 17=-110(F) 18=-110(F) 19=-54(F) 20=-54(F) 21=-54(F) 22=-54(F) 23=-54(F) 24=-54(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 2858164-PSLP-1916 Truss CJ1 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T25629907 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-pPkzjTcZSF5mQ?bnyGXInVkwWgm0b_IaS9kdGwyU8Mq Scale = 1:6.7 1 2 3 4 3x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-80-9-80-5-10-9-85.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=74(LC 12) Max Uplift 3=-8(LC 1), 2=-198(LC 12) Max Grav 3=32(LC 12), 2=133(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=198. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss CJ3 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T25629908 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-HcILwpdBDZDd28AzWz2XJjH3y45BKRYjhpTAoMyU8Mp Scale = 1:11.0 1 2 3 4 4x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-81-7-81-3-11-7-85.00 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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=0-7-10, 4=Mechanical Max Horz 2=134(LC 12) Max Uplift 3=-72(LC 12), 2=-223(LC 12) Max Grav 3=76(LC 17), 2=200(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=223. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss CJ5 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T25629909 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-9NXsmBghGoj3XmUllp7TUZScKhQDGEYJcRROx7yU8Ml Scale: 3/4"=1' 1 2 3 4 4x6 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-82-5-82-1-12-5-85.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] 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-P 0.88 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=195(LC 12) Max Uplift 3=-165(LC 12), 2=-249(LC 12) Max Grav 3=155(LC 17), 2=275(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=165, 2=249. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss D1 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25629910 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-_Xu71EkSseTCFhxu54Etjqiio6N_goQB_Nui9nyU8Mf Scale = 1:37.5 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 ST1.5x8 STP ST1.5x8 STP 5x12 2x4 4x6 3x6 3x8 2x4 3x4 3x4 6x8 9-0-0 9-0-0 14-1-6 5-1-6 19-10-0 5-8-10 -1-0-0 1-0-0 4-9-6 4-9-6 9-0-0 4-2-10 14-1-6 5-1-6 19-10-0 5-8-10 0-4-84-1-82-0-04-1-85.00 12 Plate Offsets (X,Y)-- [6:0-1-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.69 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 -0.06 0.08 (loc) 2-10 2-10 12 10 l/defl >999 >755 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-13 oc bracing. REACTIONS. (size)2=0-7-10, 12=0-5-10 Max Horz 2=320(LC 12) Max Uplift 2=-645(LC 12), 12=-526(LC 12) Max Grav 2=844(LC 17), 12=673(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1392/1322, 3-4=-1055/991, 4-5=-960/976, 5-6=-766/858 BOT CHORD 2-10=-1487/1312, 8-10=-858/766 WEBS 3-10=-391/596, 5-10=-263/266, 5-8=-433/630, 6-8=-933/824, 6-12=-704/754 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 19-1-0 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 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) Bearing at joint(s) 12 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) 2=645, 12=526. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss D2 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25629911 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-P6aFfGnL9Zrn68gTnCnaLSK8nKKEt6_egL7Ml6yU8Mc Scale = 1:37.2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 20 5x8 ST1.5x8 STP ST1.5x8 STP 10x14 3x4 4x6 4x6 3x4 6x8 5x8 Special NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 13-1-6 6-1-6 19-10-0 6-8-10 -1-0-0 1-0-0 7-0-0 7-0-0 13-1-6 6-1-6 19-10-0 6-8-10 0-4-83-3-82-0-03-3-85.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-13], [4:0-3-8,0-3-0], [5:0-3-12,Edge], [6:Edge,0-1-8], [7:0-3-8,0-2-8] 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-SH 0.96 0.91 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.24 -0.11 (loc) 7-9 7-9 11 l/defl >999 >971 n/a L/d 240 240 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x4 SP No.1 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-12 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)2=0-7-10, 11=0-5-10 Max Horz 2=259(LC 8) Max Uplift 2=-1172(LC 8), 11=-1316(LC 8) Max Grav 2=1528(LC 25), 11=1732(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2987/2118, 3-4=-2732/2034, 4-5=-2644/1972, 6-10=0/281, 5-10=0/281 BOT CHORD 2-9=-2029/2706, 7-9=-1972/2644, 6-7=-287/377 WEBS 3-9=-123/623, 4-7=-857/1013, 5-7=-1886/2536, 5-11=-1979/1527 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 11 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) 2=1172, 11=1316. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 415 lb down and 473 lb up at 7-0-0 on top chord, and 352 lb down and 214 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 2-6=-20 Continued on page 2 October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss D2 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25629911 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:27 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-P6aFfGnL9Zrn68gTnCnaLSK8nKKEt6_egL7Ml6yU8Mc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-160(F) 5=-135(F) 6=-67(F) 9=-318(F) 4=-110(F) 7=-54(F) 12=-110(F) 13=-110(F) 15=-110(F) 16=-110(F) 17=-54(F) 18=-54(F) 19=-54(F) 20=-54(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 2858164-PSLP-1916 Truss EJ2 Truss Type Corner Jack Qty 3 Ply 1 Job Reference (optional) T25629912 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-tI8dsbozwszejIFgKvIpugsTQju5cm0nv_swIYyU8Mb Scale = 1:9.4 1 2 3 4 4x4 ST1.5x8 STP 2-3-0 2-3-0 -1-0-0 1-0-0 2-3-0 2-3-0 0-4-81-3-120-4-70-11-51-3-125.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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 2-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-40(LC 9), 2=-221(LC 12) Max Grav 3=42(LC 17), 2=176(LC 17), 4=37(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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=221. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss EJ4 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25629913 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-DFxWvJr6kPcwq37d7Tu_bjZILkb7H1FW2GahzmyU8MW Scale = 1:9.4 1 2 3 4 4x6 2-5-4 2-5-4 -1-1-0 1-1-0 2-5-4 2-5-4 0-4-81-3-124.62 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 0.38 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 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 2-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-2, 4=Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-42(LC 9), 2=-240(LC 12) Max Grav 3=45(LC 17), 2=187(LC 17), 4=41(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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=240. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss EJ5 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T25629914 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-_oQYb2y7ssconIk9b81svPvYWzGb9eEhuWW6FIyU8MO Scale = 1:15.1 1 2 3 4 4x6 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-82-5-82-1-12-5-85.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] 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-P 0.88 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=195(LC 12) Max Uplift 3=-165(LC 12), 2=-249(LC 12) Max Grav 3=155(LC 17), 2=275(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=165, 2=249. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss EJ7 Truss Type Jack-Open Qty 18 Ply 1 Job Reference (optional) T25629915 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-H8LB3R1WC0Vo7NnWV6fWhuhpUnW8IpzjV6j_?OyU8MH Scale = 1:21.3 1 2 5 3 44x6 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-83-3-82-11-13-3-85.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-10] 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-SH 0.57 0.84 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 -0.00 0.18 (loc) 2-4 2-4 3 2-4 l/defl >999 >461 n/a >437 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-10 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=256(LC 12) Max Uplift 3=-222(LC 12), 2=-285(LC 12) Max Grav 3=216(LC 17), 2=355(LC 17), 4=118(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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=222, 2=285. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss EJ21 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25629916 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-phGOHHpDSUEMzcP2SKLHz5yjDXX44gW4MIL1MRyU8MZ Scale = 1:13.9 1 2 3 4 4x4 ST1.5x8 STP 4-5-0 4-5-0 -1-0-0 1-0-0 4-5-0 4-5-0 0-4-82-2-91-10-22-2-95.00 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.62 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=177(LC 12) Max Uplift 3=-140(LC 12), 2=-240(LC 12) Max Grav 3=133(LC 17), 2=252(LC 17), 4=81(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=140, 2=240. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss EJ41 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25629917 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-eqdfYKu_1K_VhXsCobShCMBhzyYBUN?ykEpLa5yU8MT Scale = 1:15.0 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 5-4-10 5-4-10 -1-1-0 1-1-0 5-4-10 5-4-10 0-4-82-5-62-1-12-5-64.62 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.86 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >805 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-2, 4=Mechanical Max Horz 2=195(LC 21) Max Uplift 3=-173(LC 8), 2=-274(LC 8) Max Grav 3=162(LC 25), 2=292(LC 25), 4=100(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=173, 2=274. 7) "NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss EJ51 Truss Type Monopitch Girder Qty 1 Ply 2 Job Reference (optional) T25629918 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-xBYI0kzNOTsW1cuYjZ4K?q_11msJdSt_Lq?DKByU8MM Scale = 1:22.6 1 2 3 5 4678 3x4 ST1.5x8 STP 3x4 2x4 6x8 3x6 3x6 HTU26HTU26HTU26 HTU26 3-8-3 3-8-3 7-0-0 3-3-13 3-8-3 3-8-3 7-0-0 3-3-13 0-4-83-3-85.00 12 Plate Offsets (X,Y)-- [1:0-7-4,0-1-14], [1:0-0-0,0-0-11], [5:0-4-4,0-1-8] 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-SH 0.30 0.69 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-7-10, 4=Mechanical Max Horz 1=209(LC 8) Max Uplift 1=-1635(LC 8), 4=-1577(LC 8) Max Grav 1=2173(LC 1), 4=1936(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3015/2246 BOT CHORD 1-5=-2201/2728, 4-5=-2201/2728 WEBS 2-5=-1728/2305, 2-4=-2970/2392 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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) 1=1635, 4=1577. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 5-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 5-0-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss EJ51 Truss Type Monopitch Girder Qty 1 Ply 2 Job Reference (optional) T25629918 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:43 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-xBYI0kzNOTsW1cuYjZ4K?q_11msJdSt_Lq?DKByU8MM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 6=-1021(B) 7=-1021(B) 8=-1583(F=-562, B=-1021) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss EJ71 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T25629919 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Avbivp40GE?Ec_4HkykSsksT9PwPEdyJQjhB89yU8MD Scale = 1:21.3 1 2 5 3 4 6x8 3x4 3x4 3x4 ST1.5x8 STP 7-0-0 7-0-0 7-0-0 7-0-0 0-4-83-3-82-11-13-3-85.00 12 Plate Offsets (X,Y)-- [1:0-0-9,0-3-0] 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-SH 0.66 0.70 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.14 -0.02 0.14 (loc) 1-4 1-4 3 1-4 l/defl >999 >577 n/a >562 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 3-5-14 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=0-7-10, 3=Mechanical, 4=Mechanical Max Horz 1=218(LC 12) Max Uplift 1=-134(LC 12), 3=-238(LC 12) Max Grav 1=273(LC 17), 3=232(LC 17), 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 6-11-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=134, 3=238. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss G1 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25629920 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-6IiTKU6HosFyrIEfsNmwx9xs_Cd7iR4ct1AIC2yU8MB Scale = 1:32.7 1 2 3 4 5 7 6 8 9 10 4x6 ST1.5x8 STP ST1.5x8 STP 5x12 2x4 4x6 2x4 3x8 6x8 9-0-0 9-0-0 13-10-0 4-10-0 -1-0-0 1-0-0 4-9-6 4-9-6 9-0-0 4-2-10 13-10-0 4-10-0 0-4-84-1-82-0-04-1-85.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.62 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 -0.04 0.06 (loc) 2-7 2-7 9 2-7 l/defl >999 >564 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. REACTIONS. (size)2=0-7-10, 9=0-5-10 Max Horz 2=320(LC 12) Max Uplift 2=-469(LC 12), 9=-371(LC 12) Max Grav 2=626(LC 17), 9=472(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-877/991, 3-4=-517/491, 4-5=-464/539 BOT CHORD 2-7=-1243/847 WEBS 3-7=-426/758, 5-7=-618/535, 5-9=-524/635 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2E) 9-0-0 to 13-1-0 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 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) Bearing at joint(s) 9 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) 2=469, 9=371. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss G2 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25629921 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-_3yz9s9ns4lNKvYR5Drs5?6QRpyRe8hCof8VMpyU8M7 Scale = 1:30.5 1 2 3 4 6 5 7 8 9 10 11 12 5x8 ST1.5x8 STP ST1.5x8 STP 5x12 3x4 4x4 3x4 6x8 Special NAILED NAILED NAILED Special NAILED NAILED NAILED 7-0-0 7-0-0 13-10-0 6-10-0 -1-0-0 1-0-0 7-0-0 7-0-0 13-10-0 6-10-0 0-4-83-3-82-0-03-3-85.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-13], [4:0-1-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.72 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 -0.09 0.14 (loc) 5-6 5-6 8 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-5: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-9 oc bracing. REACTIONS. (size)2=0-7-10, 8=0-5-10 Max Horz 2=259(LC 21) Max Uplift 2=-778(LC 8), 8=-972(LC 8) Max Grav 2=996(LC 25), 8=1251(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1698/1154, 3-4=-1530/1135, 5-7=0/279, 4-7=0/279 BOT CHORD 2-6=-1152/1532, 5-6=-251/311 WEBS 3-6=-43/349, 4-6=-990/1365, 4-8=-1466/1175 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=778, 8=972. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 415 lb down and 473 lb up at 7-0-0 on top chord, and 352 lb down and 214 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss G2 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25629921 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:41:58 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-_3yz9s9ns4lNKvYR5Drs5?6QRpyRe8hCof8VMpyU8M7 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-160(B) 4=-135(B) 5=-67(B) 6=-318(B) 9=-110(B) 10=-110(B) 11=-54(B) 12=-54(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T25629922 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Ped6ouBg8?8yBNG?mLOZjdk0i13erb3eUdMAy8yU8M4 Scale = 1:21.2 1 2 3 7 6 5 8 9 10 4 11 12 13 3x6 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-1-12 5-1-12 9-10-1 4-8-4 -1-5-0 1-5-0 5-1-12 5-1-12 9-10-1 4-8-4 0-4-83-3-42-11-33-3-43.54 12 Plate Offsets (X,Y)-- [2:0-3-0,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.43 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.01 -0.05 (loc) 6-7 6-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=255(LC 8) Max Uplift 4=-178(LC 8), 2=-489(LC 8), 6=-197(LC 8) Max Grav 4=146(LC 28), 2=444(LC 1), 6=332(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-922/481 BOT CHORD 2-7=-617/793, 6-7=-617/793 WEBS 3-7=0/269, 3-6=-840/654 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=178, 2=489, 6=197. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-76(F=-38, B=-38) 13=-36(F=-18, B=-18) October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss K1 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T25629923 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-pDJEQvDYRwWX2q?aRTyGLFMXHE5N22x4AbbqZTyU8M1 Scale = 1:17.0 1 2 4 3 5 6 3x6 ST1.5x8 STP 6x8 6x8 6x8 7-3-4 7-3-4 7-3-4 7-3-4 2-4-7Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 -0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >638 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 1-3: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=7-3-4, 3=7-3-4, 3=7-3-4 Max Uplift 4=-188(LC 8), 3=-188(LC 8) Max Grav 4=252(LC 1), 3=252(LC 1), 3=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-184/773, 2-3=-184/773 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-2-12 to 3-2-12, Exterior(2) 3-2-12 to 4-0-8, Corner(3) 4-0-8 to 7-0-8 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 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) 4=188, 3=188. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss K2 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T25629924 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-lcR?rbFozXmFH89zZu_kQgRtn2nqWyQNev4weLyU8M? Scale = 1:16.5 1 2 4 3 5 6 3x6 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 6x8 7-3-4 7-3-4 7-3-4 7-3-4 1-11-13Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 -0.01 (loc) 3-4 3-4 3 3-4 l/defl >999 >644 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 1-3: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-7-10, 3=0-7-10 Max Uplift 4=-188(LC 8), 3=-188(LC 8) Max Grav 4=252(LC 1), 3=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-184/773, 1-2=-107/306, 2-3=-184/773 BOT CHORD 3-4=-306/107 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-2-12 to 3-2-12, Exterior(2) 3-2-12 to 4-0-8, Corner(3) 4-0-8 to 7-0-8 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 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) 4=188, 3=188. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss K3 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T25629925 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-AB67TdHhGS8p8btYE0XR2J3SEFsZjJLpKtIbDgyU8Ly Scale = 1:18.6 1 2 3 4 5 6 4x12 5x6 ST1.5x8 STP ST1.5x8 STP 4x4 4x12 5x6 2x4 3-7-10 3-7-10 7-3-4 3-7-10 3-7-10 3-7-10 7-3-4 3-7-10 0-11-52-5-80-11-55.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-7-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.17 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 1-6 1-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 2-0-4, Right 2x8 SP 2400F 2.0E 2-0-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. REACTIONS. (size)1=0-7-10, 5=0-7-10 Max Horz 1=-121(LC 10) Max Uplift 1=-200(LC 12), 5=-200(LC 12) Max Grav 1=269(LC 1), 5=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-395/642, 3-5=-395/670 BOT CHORD 1-6=-373/262, 5-6=-373/262 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=200, 5=200. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss K4 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T25629926 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-2yMeJ_KBJheFdDBJTscNC9D4fsCMf51PFVGoMRyU8Lu Scale = 1:21.9 1 2 3 4 5 6 7 8 4x6 ST1.5x8 STP ST1.5x8 STP 6x8 5x6 2x4 6x8 5x6 2x4 2x4 1-4-6 1-4-6 1-8-3 0-3-13 5-0-0 3-3-13 8-3-13 3-3-13 8-7-10 0-3-13 10-0-0 1-4-6 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-0-0 1-0-0 0-4-82-5-80-4-85.00 12 Plate Offsets (X,Y)-- [2:0-9-11,0-3-0], [6:0-1-3,0-3-0] 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-SH 0.61 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.01 0.02 (loc) 2-8 6-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 2-3-15, Right 2x8 SP 2400F 2.0E 2-3-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=-141(LC 10) Max Uplift 2=-395(LC 12), 6=-395(LC 12) Max Grav 2=426(LC 17), 6=426(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-558/768, 4-6=-558/795 BOT CHORD 2-8=-485/447, 6-8=-485/447 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=395, 6=395. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss K5 Truss Type Common Structural Gable Qty 1 Ply 1 Job Reference (optional) T25629927 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Pw9XMiOK8DHYj_3HGPCYvCxvvtq4JNl8Pm_Z2fyU8Lp Scale = 1:21.9 1 2 3 4 5 7 8 6 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 2x4 2x4 2x4 2x4 2x4 1-8-8 1-8-8 5-0-0 3-3-8 8-3-8 3-3-8 10-0-0 1-8-8 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-0-0 1-0-0 0-4-82-5-80-4-85.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.53 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.02 (loc) 7 7 4 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.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 7-9-15 oc bracing. REACTIONS.All bearings 2-0-0 except (jt=length) 8=0-3-8, 6=0-3-8. (lb) - Max Horz 2=-141(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 except 2=-303(LC 12), 4=-303(LC 12) Max Grav All reactions 250 lb or less at joint(s) 8, 6 except 2=272(LC 1), 4=272(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/646, 3-4=-406/671 BOT CHORD 2-8=-387/319, 7-8=-387/319, 6-7=-387/319, 4-6=-387/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) 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) 8, 6 except (jt=lb) 2=303, 4=303. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss L1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25629928 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-pUrg_jRDR8f6aRorxYlFXrZM05tvWjKa5kCDf_yU8Lm Scale = 1:31.3 1 2 3 4 5 10 9 8 7 6 17 18 5x6 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 2x4 6x8 6x8 2x4 2x4 3x4 2x4 2x4 2x4 3x4 2x4 6-2-10 6-2-10 12-5-4 6-2-10 -1-1-0 1-1-0 6-2-10 6-2-10 12-5-4 6-2-10 13-6-10 1-1-6 1-8-154-4-01-8-155.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.46 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.10 -0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-10,4-6: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. REACTIONS. (size)10=0-6-10, 6=0-6-10 Max Horz 10=-294(LC 10) Max Uplift 10=-462(LC 12), 6=-466(LC 12) Max Grav 10=516(LC 1), 6=518(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/714, 3-4=-458/713, 2-10=-558/1012, 4-6=-561/1019 BOT CHORD 9-10=-459/317, 8-9=-465/452, 7-8=-465/452, 6-7=-273/220 WEBS 2-9=-240/390, 4-7=-243/392 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 6-2-10, Exterior(2R) 6-2-10 to 12-3-8, Interior(1) 12-3-8 to 13-6-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) 10=462, 6=466. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss L2 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T25629929 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-iG4Bq5UjVN9Y336dAOqBhhj1OiH?SUCA0MARolyU8Li Scale = 1:28.8 1 2 3 6 5 4 5x6 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 5x8 6x8 6x8 6-2-10 6-2-10 12-5-4 6-2-10 6-2-10 6-2-10 12-5-4 6-2-10 1-8-154-4-01-8-155.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-5], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.32 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.02 (loc) 5-6 5-6 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. REACTIONS. (size)6=0-6-10, 4=0-6-10 Max Horz 6=-265(LC 10) Max Uplift 6=-334(LC 12), 4=-334(LC 12) Max Grav 6=449(LC 1), 4=449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-497/729, 2-3=-497/753, 1-6=-445/746, 3-4=-446/734 BOT CHORD 5-6=-386/298 WEBS 1-5=-353/381, 3-5=-430/383 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=334, 4=334. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss M1 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25629930 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-a1KhgSXEYcf_YgPOPDu7sXurMJcCOFomw_8exWyU8Le Scale = 1:21.3 1 2 3 4 5 8 7 6 9 10 11 12 13 14 4x12 ST1.5x8 STP 3x4 6x8 3x4 2x4 3x4 5x8 Special NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED 2-5-0 2-5-0 6-0-14 3-7-14 11-1-0 5-0-2 -1-0-0 1-0-0 2-5-0 2-5-0 6-0-14 3-7-14 11-1-0 5-0-2 0-4-81-4-92-5-85.00 12 3.54 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-5-4,0-2-8] 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-SH 0.49 0.43 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.02 0.04 (loc) 6-7 6-7 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-7-10 Max Horz 2=198(LC 21) Max Uplift 6=-494(LC 8), 2=-532(LC 8) Max Grav 6=633(LC 25), 2=640(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1091/649, 3-4=-957/671 BOT CHORD 2-8=-685/927, 7-8=-678/931, 6-7=-682/914 WEBS 4-7=0/348, 4-6=-933/689 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=494, 2=532. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 369 lb down and 185 lb up at 2-4-15 on top chord, and 5 lb down at 2-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 7=-28(B) 4=-65(B) 9=-21(B) 10=-61(B) 11=-61(B) 12=-12(B) 13=-26(B) 14=-26(B) October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25629931 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-?c?qIUZ6rX2ZP88z4MSqU9WKGWZCbgICdyNJXryU8Lb Scale = 1:17.7 1 2 3 4 3x6 4x6 3x6 2x4 10-8-7 10-8-7 10-9-1 0-0-10 5-4-8 5-4-8 10-9-1 5-4-8 0-0-42-2-140-0-45.00 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-SH 0.52 0.73 0.16 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: 33 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=10-7-14, 3=10-7-14, 4=10-7-14 Max Horz 1=-109(LC 10) Max Uplift 1=-125(LC 12), 3=-125(LC 12), 4=-260(LC 12) Max Grav 1=164(LC 17), 3=179(LC 18), 4=388(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-269/552 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) 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) except (jt=lb) 1=125, 3=125, 4=260. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25629932 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ToZCVqakcqAP0Hj9e3z30N2Yvw32K8KLrc6s4HyU8La Scale = 1:12.6 1 2 3 4 2x4 4x4 2x4 2x4 0-0-10 0-0-10 6-9-1 6-8-7 3-4-8 3-4-8 6-9-1 3-4-8 0-0-41-4-140-0-45.00 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 0.33 0.12 0.11 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: 20 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=6-7-14, 3=6-7-14, 4=6-7-14 Max Horz 1=-62(LC 10) Max Uplift 1=-88(LC 12), 3=-88(LC 12), 4=-112(LC 12) Max Grav 1=102(LC 17), 3=111(LC 18), 4=198(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-177/385 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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) 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=112. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25629933 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-x?7ajAbMN8IGeRILCmUIZabiZKOA3cMV4GsPckyU8LZ Scale = 1:11.1 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-41-8-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.40 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-6, 3=3-11-6 Max Horz 1=96(LC 12) Max Uplift 1=-65(LC 12), 3=-105(LC 12) Max Grav 1=129(LC 17), 3=141(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-146/296 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=105. October 13,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2858164-PSLP-1916 Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25629934 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Oct 12 13:42:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-PBhzwWb?8SQ7GbtYmU?X5o8ziklwo3ceJwbz8AyU8LY Scale = 1:6.9 1 2 3 2x4 2-0-0 2-0-0 0-0-40-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-6, 2=1-11-6, 3=1-11-6 Max Horz 1=39(LC 12) Max Uplift 1=-26(LC 12), 2=-49(LC 12) Max Grav 1=52(LC 17), 2=44(LC 17), 3=25(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=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. October 13,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths