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HomeMy WebLinkAboutT25449643.2931956-PSLP-53026904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2931956-PSLP-5302 - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 51 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: . Model: . Subdivision: . Address: 5302 SEAGRAPE 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: September 24,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25449643 A1 Date 9/24/212T25449644A29/24/213T25449645A39/24/214T25449646A49/24/215T25449647A59/24/216T25449648A69/24/217T25449649A79/24/218T25449650A89/24/219T25449651A99/24/2110T25449652B19/24/2111T25449653B29/24/2112T25449654B39/24/2113T25449655B49/24/2114T25449656B59/24/2115T25449657B69/24/2116T25449658B79/24/2117T25449659C19/24/2118T25449660C29/24/2119T25449661C39/24/2120T25449662C49/24/2121T25449663C59/24/2122T25449664C69/24/21 No.Seal#Truss Name 23 T25449665 C7 Date 9/24/2124T25449666CJ19/24/2125T25449667CJ39/24/2126T25449668CJ59/24/2127T25449669D19/24/2128T25449670D29/24/2129T25449671D39/24/2130T25449672D49/24/2131T25449673D59/24/2132T25449674EJ29/24/2133T25449675EJ69/24/2134T25449676EJ79/24/2135T25449677EJ619/24/2136T25449678EJ629/24/2137T25449679EJ639/24/2138T25449680EJ649/24/2139T25449681EJ719/24/2140T25449682EJ729/24/2141T25449683EJ739/24/2142T25449684G19/24/2143T25449685HJ29/24/2144T25449686HJ69/24/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2931956-PSLP-5302 - 2 of 2 Site Information: Lot/Block: . Customer Info: PSL PROPERTIES Project Name: . Model: . Subdivision: . Address: 5302 SEAGRAPE DR, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T25449687 HJ7 Date 9/24/2146T25449688K19/24/2147T25449689K29/24/2148T25449690V19/24/2149T25449691V29/24/2150T25449692V39/24/2151T25449693V49/24/21 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 2931956-PSLP-5302 Truss A1 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T25449643 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-rywxi32DTb7moSqHjya5sGHMJEfpGpnXG?wbqYyahia Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 5x6 6x8 5x6 WB 3x4 5x8 2x4 3x4 3x4 2x4 6x8 8-7-10 8-7-10 15-4-10 6-9-0 24-7-0 9-2-6 32-8-4 8-1-4 41-2-0 8-5-12 -1-0-0 1-0-0 4-6-12 4-6-12 8-7-10 4-0-14 15-4-10 6-9-0 20-7-0 5-2-6 27-3-14 6-8-14 34-0-11 6-8-14 41-2-0 7-1-5 42-2-0 1-0-0 0-4-810-8-00-4-83-11-146.00 12 3.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge], [10:0-4-13,Edge], [15:0-4-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.97 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.90 0.47 0.53 (loc) 12-14 14-15 10 12-14 l/defl >999 >543 n/a >922 L/d 360 240 n/a 240 PLATES MT20 Weight: 208 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x4 SP No.2, 8-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-14,10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right: 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 REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=469(LC 7) Max Uplift 2=-811(LC 8), 10=-811(LC 8) Max Grav 2=1571(LC 1), 10=1571(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2742/1297, 3-5=-2751/1325, 5-6=-2721/1496, 6-7=-3801/1747, 7-9=-4745/2198, 9-10=-4961/2247 BOT CHORD 2-16=-988/2538, 15-16=-1014/2618, 14-15=-584/2153, 12-14=-1437/3830, 10-12=-1903/4441 WEBS 3-16=-469/291, 5-15=-396/343, 6-15=-489/812, 6-14=-920/2379, 7-14=-708/503, 7-12=-353/838, 9-12=-263/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 811 lb uplift at joint 2 and 811 lb uplift at joint 10. These truss designs are based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. This applies to all truss design drawings in this job. September 24,2021 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 2931956-PSLP-5302 Truss A2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25449644 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-J8UJwP3rEvGdQcPUHf5KPTqZEe0s?J3gUff9M?yahiZ Scale = 1:76.0 1 2 3 4 5 6 7 8 9 10 14 13 12 11 3x6 ST1.5x8 STP 5x6 3x6 5x6 3x6 5x6 5x6 5x8 4x6 2x4 3x4 5x6 2x4 8-7-10 8-7-10 15-4-10 6-9-0 24-7-0 9-2-6 32-8-4 8-1-4 41-2-0 8-5-12 -1-0-0 1-0-0 8-7-10 8-7-10 15-4-10 6-9-0 20-7-0 5-2-6 27-3-14 6-8-14 34-0-11 6-8-14 41-2-0 7-1-5 0-4-810-8-00-4-83-11-146.00 12 3.00 12 Plate Offsets (X,Y)-- [10:0-3-11,Edge], [11:0-3-0,0-3-4], [13:0-4-0,0-3-0], [14:0-4-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.92 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.56 0.21 0.29 (loc) 12-13 12-13 10 10-11 l/defl >999 >688 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 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 6-13 REACTIONS.All bearings 8-7-10 except (jt=length) 10=0-7-10. (lb) - Max Horz 2=464(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 10=-470(LC 8), 2=-534(LC 18), 14=-1174(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2 except 10=1020(LC 14), 14=2537(LC 1), 14=2537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-725/1782, 3-5=-392/208, 5-6=-363/377, 6-7=-1628/781, 7-9=-2806/1328, 9-10=-3033/1388 BOT CHORD 2-14=-1583/746, 13-14=-1702/816, 12-13=-9/742, 11-12=-593/1859, 10-11=-1161/2684 WEBS 3-13=-658/1853, 5-13=-388/337, 3-14=-1983/1022, 6-13=-905/198, 6-12=-515/1431, 7-12=-750/528, 7-11=-446/987, 9-11=-334/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 470 lb uplift at joint 10, 534 lb uplift at joint 2 and 1174 lb uplift at joint 14. September 24,2021 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 2931956-PSLP-5302 Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25449645 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-nL2h7k4T?DOU2l_grMdZxhNlH1MoknCqjJPiuRyahiY Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 6x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 3x6 3x6 5x6 5x6 5x8 2x4 3x4 3x4 5x8 2x4 5x6 8-3-13 8-3-13 8-7-10 0-3-13 15-4-10 6-9-0 18-7-8 3-2-14 22-6-8 3-11-0 24-7-0 2-0-8 32-8-4 8-1-4 41-2-0 8-5-12 -1-0-0 1-0-0 8-7-10 8-7-10 15-4-10 6-9-0 18-7-8 3-2-14 22-6-8 3-11-0 27-3-14 4-9-6 34-0-11 6-8-14 41-2-0 7-1-5 0-4-89-8-40-4-83-11-149-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-4], [5:0-3-0,0-2-0], [6:0-3-0,0-2-0], [10:0-3-11,Edge], [11:0-4-0,0-3-0], [14:0-4-0,0-3-0], [15:0-4-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.94 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.49 0.21 0.29 (loc) 11 11-12 10 10-11 l/defl >999 >788 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 221 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-15: 2x6 SP No.2 WEDGE Right: 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. WEBS 1 Row at midpt 5-14 REACTIONS. (size)2=0-7-10, 15=0-7-10, 10=0-7-10 Max Horz 2=422(LC 7) Max Uplift 2=-604(LC 18), 15=-1182(LC 8), 10=-469(LC 8) Max Grav 2=127(LC 8), 15=2574(LC 1), 10=1019(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-744/1841, 3-4=-386/206, 4-5=-337/351, 5-6=-907/553, 6-7=-1597/770, 7-9=-2812/1329, 9-10=-3043/1393 BOT CHORD 2-15=-1610/760, 14-15=-1701/810, 13-14=-52/627, 12-13=-56/954, 11-12=-574/1819, 10-11=-1167/2695 WEBS 3-14=-652/1832, 4-14=-330/298, 7-12=-697/479, 3-15=-2015/1035, 5-13=-252/841, 6-13=-722/287, 7-11=-466/1028, 9-11=-350/344, 5-14=-877/206, 6-12=-485/1245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) 10 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 604 lb uplift at joint 2, 1182 lb uplift at joint 15 and 469 lb uplift at joint 10. September 24,2021 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 2931956-PSLP-5302 Truss A4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25449646 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-FXc4L455mWWLfvZsO48oUuvwkRiITADzyz8GRtyahiX Scale = 1:78.0 1 2 3 4 5 6 7 8 12 11 10 9 6x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 3x6 5x6 5x6 5x12 3x4 5x6 5x6 5x6 5x6 8-3-13 8-3-13 8-7-10 0-3-13 16-7-8 7-11-14 24-7-0 7-11-8 32-8-4 8-1-4 41-2-0 8-5-12 -1-0-0 1-0-0 4-6-12 4-6-12 8-7-10 4-0-14 16-7-8 7-11-14 24-6-8 7-11-0 24-7-0 0-0-8 29-11-8 5-4-8 35-4-8 5-5-0 41-2-0 5-9-8 0-4-88-8-40-4-83-11-148-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-4-0,Edge], [4:0-6-0,0-2-8], [5:0-3-0,0-2-0], [7:0-3-0,0-3-0], [8:0-3-11,Edge], [9:0-3-0,0-3-4], [11:0-3-0,0-3-0], [12:0-4-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.92 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.47 0.21 0.27 (loc) 9-10 9-10 8 9-10 l/defl >999 >815 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5,1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-12: 2x6 SP No.2 WEDGE Right: 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. REACTIONS. (size)2=0-7-10, 12=0-7-10, 8=0-7-10 Max Horz 2=378(LC 7) Max Uplift 2=-582(LC 18), 12=-1143(LC 8), 8=-478(LC 8) Max Grav 2=96(LC 8), 12=2509(LC 1), 8=1031(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-667/1719, 3-4=-601/321, 4-5=-1457/746, 5-6=-1698/766, 6-7=-2776/1257, 7-8=-3083/1455 BOT CHORD 2-12=-1493/688, 11-12=-1582/737, 10-11=-96/542, 9-10=-827/2197, 8-9=-1232/2742 WEBS 3-12=-1970/1024, 3-11=-643/1911, 4-11=-803/420, 6-10=-842/522, 6-9=-151/552, 7-9=-300/322, 5-10=-47/439, 4-10=-442/1247 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 582 lb uplift at joint 2, 1143 lb uplift at joint 12 and 478 lb uplift at joint 8. September 24,2021 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 2931956-PSLP-5302 Truss A5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25449647 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-jjASYQ5jWqeBH383ynf106S2Hr33Ccb6AdupzJyahiW Scale = 1:77.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 5x6 3x6 5x12 5x6 5x6 3x8 3x4 5x12 2x4 2x4 8-3-13 8-3-13 8-7-10 0-3-13 14-7-8 5-11-14 22-9-0 8-1-8 26-5-0 3-8-0 33-8-0 7-3-0 41-2-0 7-6-0 -1-0-0 1-0-0 5-2-14 5-2-14 8-7-10 3-4-12 14-7-8 5-11-14 22-9-0 8-1-8 26-6-8 3-9-8 33-8-0 7-1-8 41-2-0 7-6-0 0-4-87-8-40-4-83-6-67-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-3-0], [5:0-6-0,0-2-8], [7:0-3-0,0-2-0], [8:0-3-0,0-3-4], [9:0-3-11,Edge], [14:0-10-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.89 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.46 0.21 0.28 (loc) 10-11 10-11 9 9-10 l/defl >999 >834 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-14: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-7-5 oc bracing. WEBS 1 Row at midpt 8-11 REACTIONS. (size)2=0-7-10, 14=0-7-10, 9=0-7-10 Max Horz 2=335(LC 7) Max Uplift 2=-717(LC 18), 14=-1212(LC 8), 9=-463(LC 8) Max Grav 2=151(LC 8), 14=2668(LC 1), 9=997(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-675/1749, 3-4=-757/1970, 5-6=-1388/735, 6-7=-1584/809, 7-8=-1848/820, 8-9=-2987/1349 BOT CHORD 2-14=-1552/664, 13-14=-1820/903, 12-13=-285/250, 11-12=-349/1410, 10-11=-1122/2622, 9-10=-1123/2639 WEBS 4-14=-1900/914, 4-13=-709/1910, 5-13=-1061/532, 5-12=-629/1588, 6-12=-592/385, 6-11=-88/362, 7-11=-185/575, 8-11=-1149/678, 8-10=0/332, 3-14=-359/236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 717 lb uplift at joint 2, 1212 lb uplift at joint 14 and 463 lb uplift at joint 9. September 24,2021 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 2931956-PSLP-5302 Truss A6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25449648 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-f6ICz67z2RuvWNIR4ChV6XXRUfkhgaaPexNw1CyahiU Scale = 1:76.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 3x6 5x6 5x6 5x8 4x4 3x4 5x12 4x4 2x4 8-3-13 8-3-13 8-7-10 0-3-13 12-7-8 3-11-14 20-9-0 8-1-8 28-5-0 7-8-0 34-8-0 6-3-0 41-2-0 6-6-0 -1-0-0 1-0-0 8-7-10 8-7-10 12-7-8 3-11-14 20-9-0 8-1-8 28-6-8 7-9-8 34-8-0 6-1-8 41-2-0 6-6-0 0-4-86-8-40-4-83-0-66-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-5], [4:0-6-0,0-2-8], [6:0-3-0,0-2-0], [8:0-3-11,Edge], [13:0-4-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.88 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.48 0.20 0.28 (loc) 9-10 10-11 8 9-10 l/defl >999 >802 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-13: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS. (size)8=0-7-10, 2=0-7-10, 13=0-7-10 Max Horz 2=292(LC 7) Max Uplift 8=-456(LC 8), 2=-817(LC 18), 13=-1247(LC 8) Max Grav 8=971(LC 14), 2=179(LC 8), 13=2762(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-855/2158, 3-4=-111/609, 4-5=-1238/695, 5-6=-1785/906, 6-7=-2052/935, 7-8=-2926/1349 BOT CHORD 2-13=-1811/859, 12-13=-1992/952, 11-12=-682/438, 10-11=-370/1269, 9-10=-1129/2579, 8-9=-1132/2583 WEBS 3-13=-2142/1045, 3-12=-641/1747, 4-12=-1259/582, 4-11=-827/1937, 5-11=-726/498, 5-10=-208/662, 6-10=-144/559, 7-10=-888/534, 7-9=0/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 456 lb uplift at joint 8, 817 lb uplift at joint 2 and 1247 lb uplift at joint 13. September 24,2021 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 2931956-PSLP-5302 Truss A7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25449649 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-8IsaAS8cpl0m8XtedwCkek4dw271PzBZtb6TaeyahiT Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 4x6 7x10 6x8 5x6 5x8 3x4 5x8 3x4 2x4 4x12 3x6 2x4 8-3-13 8-3-13 8-7-10 0-3-13 10-7-8 1-11-14 18-9-0 8-1-8 25-10-8 7-1-8 30-5-0 4-6-8 35-7-4 5-2-4 41-2-0 5-6-12 -1-0-0 1-0-0 5-2-14 5-2-14 8-7-10 3-4-12 10-7-8 1-11-14 14-6-7 3-10-15 18-9-0 4-2-9 25-10-8 7-1-8 28-2-8 2-4-0 35-7-4 7-4-12 41-2-0 5-6-12 0-4-85-8-46-10-40-4-82-6-65-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-14], [5:0-3-0,0-2-0], [11:0-3-11,Edge], [15:0-4-0,0-2-12], [17:0-7-4,0-4-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.68 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.39 0.19 0.27 (loc) 13-14 14-15 11 13-14 l/defl >999 >989 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 230 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-17,15-17: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. REACTIONS. (size)11=0-7-10, 2=0-7-10, 17=0-7-10 Max Horz 2=299(LC 7) Max Uplift 11=-433(LC 8), 2=-769(LC 1), 17=-1359(LC 8) Max Grav 11=925(LC 14), 2=268(LC 8), 17=2945(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-928/2247, 3-4=-1035/2475, 4-5=-574/1518, 5-6=-495/1361, 6-7=-742/402, 7-8=-1803/893, 8-9=-2097/1062, 9-10=-2074/924, 10-11=-2830/1332 BOT CHORD 2-17=-1929/891, 16-17=-2348/1198, 15-16=-678/414, 14-15=-135/777, 13-14=-400/1366, 12-13=-1135/2514, 11-12=-1132/2512 WEBS 4-17=-2043/923, 4-16=-710/1755, 5-16=-818/381, 7-15=-813/499, 7-14=-505/1166, 8-14=-1137/647, 9-14=-444/986, 9-13=-313/856, 10-13=-818/543, 6-16=-1308/636, 6-15=-604/1489, 3-17=-372/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 433 lb uplift at joint 11, 769 lb uplift at joint 2 and 1359 lb uplift at joint 17. September 24,2021 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 2931956-PSLP-5302 Truss A8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25449650 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-cVPzOo8Ea38dmgSqBdkzBycmFSPp8Rzi5Fs065yahiS Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 16 17 6x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 5x6 4x6 6x8 5x12 5x6 4x4 2x4 3x4 2x4 2x4 7x10 8-1-0 8-1-0 8-3-13 0-2-13 8-7-8 0-3-11 8-7-10 0-0-2 16-9-0 8-1-6 23-10-8 7-1-8 32-5-0 8-6-8 41-2-0 8-9-0 -1-0-0 1-0-0 4-6-11 4-6-11 8-1-0 3-6-5 8-7-8 0-6-8 12-8-4 4-0-12 16-9-0 4-0-12 23-10-8 7-1-8 28-2-8 4-4-0 32-5-0 4-2-8 35-10-4 3-5-4 41-2-0 5-3-12 42-2-0 1-0-0 0-4-84-8-46-10-40-4-82-0-64-8-46.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-10], [3:0-5-12,0-3-4], [6:0-4-0,0-2-8], [10:0-4-11,Edge], [14:0-5-4,0-2-8], [15:0-5-0,0-1-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.90 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.52 0.18 0.30 (loc) 12-13 12-13 10 12-13 l/defl >999 >743 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1, 3-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 12-14,10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-15: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)2=0-7-10, 10=0-7-10, 15=0-7-10 Max Horz 2=305(LC 7) Max Uplift 2=-915(LC 1), 10=-529(LC 8), 15=-1414(LC 8) Max Grav 2=321(LC 8), 10=973(LC 14), 15=3104(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1211/2841, 3-4=-914/2356, 6-7=-2117/1079, 7-8=-2246/1130, 8-9=-2250/1010, 9-10=-2513/1210 BOT CHORD 2-15=-2442/1225, 14-15=-1480/771, 13-14=-659/1881, 12-13=-288/1140, 10-12=-977/2237 WEBS 3-15=-1630/854, 4-15=-1311/614, 4-14=-695/1682, 5-14=-385/315, 6-14=-1922/832, 6-13=-621/457, 7-13=-503/1069, 7-12=-576/1324, 8-12=-259/235, 9-12=-284/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) 10 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 915 lb uplift at joint 2, 529 lb uplift at joint 10 and 1414 lb uplift at joint 15. September 24,2021 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 2931956-PSLP-5302 Truss A9 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T25449651 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-YtXjpUAU6gOL?_bCJ2mRGNi8mGDUcKL?ZZL7AzyahiQ Scale = 1:79.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 6x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 4x6 7x10 7x10 5x8 6x8 4x6 2x4 7x10 2x4 2x4 6x8 5x8 3x4 NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED Special 1-6-66-6-0 6-6-0 8-3-13 1-9-13 8-7-10 0-3-13 14-9-0 6-1-6 21-9-0 7-0-0 28-2-8 6-5-8 34-5-0 6-2-8 41-2-0 6-9-0 -1-0-0 1-0-0 6-6-0 6-6-0 8-7-10 2-1-10 14-9-0 6-1-6 21-9-0 7-0-0 28-2-8 6-5-8 34-5-0 6-2-8 41-2-0 6-9-0 42-2-0 1-0-0 0-4-83-7-86-10-40-4-81-6-63-7-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-14], [3:0-5-4,0-3-0], [6:0-6-0,0-2-8], [11:0-4-0,0-3-8], [15:0-5-4,0-3-8], [16:0-7-4,0-4-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.44 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.32 0.10 0.23 (loc) 14 14 9 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 491 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-16: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 16=0-7-10, 9=0-7-10 Max Horz 2=303(LC 7) Max Uplift 2=-1477(LC 1), 16=-2999(LC 8), 9=-565(LC 8) Max Grav 2=660(LC 8), 16=5637(LC 1), 9=1028(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1861/3848, 3-4=-2345/4904, 4-5=-612/900, 5-6=-602/884, 6-7=-1518/743, 7-8=-1519/755, 8-9=-2976/1331 BOT CHORD 2-17=-3356/1777, 16-17=-3376/1782, 15-16=-5226/2736, 14-15=-1203/2805, 12-14=-1207/2794, 11-12=-1017/2496, 9-11=-1075/2646 WEBS 3-17=-121/483, 3-16=-2755/1395, 4-16=-1986/1258, 4-15=-2536/4955, 5-15=-506/422, 6-15=-3099/1398, 6-14=0/286, 6-12=-1567/881, 7-12=-383/951, 8-12=-1372/695, 8-11=-200/746 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1477 lb uplift at joint 2, 2999 lb uplift at joint 16 and 565 lb uplift at joint 9. 10) 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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. FASTEN TRUSS TO BEARING FOR THE GRAVITY UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. This truss has large uplift reaction(s) from gravity load case(s) at joint 2. Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated at joint 2.September 24,2021 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 2931956-PSLP-5302 Truss A9 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T25449651 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:27 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-YtXjpUAU6gOL?_bCJ2mRGNi8mGDUcKL?ZZL7AzyahiQ NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 lb down and 146 lb up at 6-6-0, and 1167 lb down and 646 lb up at 15-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10=-54, 2-16=-20, 15-16=-20, 11-15=-20, 9-11=-20 Concentrated Loads (lb) Vert: 3=-53(B) 17=-240(B) 18=-104(B) 19=-117(B) 20=-132(B) 22=-152(B) 24=-41(B) 25=-27(B) 26=-13(B) 28=-1167(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 2931956-PSLP-5302 Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25449652 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-04550pB6t_WCd8APslHgoaEG?gTALsJ8nD4hjQyahiP Scale = 1:62.3 1 2 3 4 5 6 7 8 14 13 12 11 10 917 3x6 ST1.5x8 STP 4x6 5x8 3x4 5x8 2x4 2x4 3x6 2x4 3x4 3x8 4x6 7x10 2x4 2x4 8-7-10 8-7-10 18-0-14 9-5-4 22-7-0 4-6-2 29-10-6 7-3-6 -1-0-0 1-0-0 8-7-10 8-7-10 13-4-4 4-8-10 18-0-14 4-8-10 18-7-0 0-6-2 22-7-0 4-0-0 29-10-6 7-3-6 0-4-89-8-06-0-52-5-149-8-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [7:0-6-0,0-2-8], [13:0-4-12,0-3-8] 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 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.80 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.70 0.08 0.22 (loc) 13-14 13-14 9 2-14 l/defl >999 >508 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.2 *Except* 13-14: 2x4 SP No.1, 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 7-10, 8-9 REACTIONS. (size)2=0-7-10, 9=0-3-8 Max Horz 2=346(LC 8) Max Uplift 2=-584(LC 8), 9=-542(LC 8) Max Grav 2=1205(LC 13), 9=1094(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1883/796, 3-5=-1909/984, 5-6=-1312/712, 6-7=-1140/695, 7-8=-825/447, 8-9=-1028/571 BOT CHORD 2-14=-886/1783, 13-14=-814/1640, 6-13=-134/363 WEBS 3-14=-453/395, 5-14=-162/345, 5-13=-477/353, 7-10=-817/470, 8-10=-352/839, 10-13=-307/825, 7-13=-444/1082 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 584 lb uplift at joint 2 and 542 lb uplift at joint 9. September 24,2021 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 2931956-PSLP-5302 Truss B2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25449653 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-UGfTE9BkeHe3EIlbQTovLonTZ3os4IOI0tqEFsyahiO Scale: 3/16"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 5x8 ST1.5x8 STP 5x8 3x4 5x6 7x10 2x4 2x4 3x6 6x8 5x8 3x8 3x6 2x4 2x4 2x4 8-7-10 8-7-10 17-0-0 8-4-6 18-0-14 1-0-14 24-2-0 6-1-2 29-10-6 5-8-6 -1-0-0 1-0-0 4-6-12 4-6-12 8-7-10 4-0-14 12-9-13 4-2-3 17-0-0 4-2-3 18-0-14 1-0-14 24-2-0 6-1-2 29-10-6 5-8-6 0-4-88-10-86-0-52-4-58-10-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-4-0,0-3-0], [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [11:0-3-0,0-3-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.83 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.38 0.08 0.19 (loc) 2-13 2-13 8 2-13 l/defl >999 >932 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 1 Row at midpt 3-12, 6-9 REACTIONS. (size)2=0-7-10, 8=0-3-8 Max Horz 2=346(LC 8) Max Uplift 2=-587(LC 8), 8=-546(LC 8) Max Grav 2=1198(LC 13), 8=1086(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1887/828, 3-4=-1503/752, 4-5=-1246/764, 5-6=-1249/767, 6-7=-733/401, 7-8=-1037/567 BOT CHORD 2-13=-921/1770, 12-13=-954/1842, 11-12=-639/1329, 5-11=-277/175 WEBS 3-13=-255/291, 3-12=-470/317, 4-12=-61/606, 9-11=-292/606, 6-11=-503/1032, 6-9=-694/454, 7-9=-382/836 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 587 lb uplift at joint 2 and 546 lb uplift at joint 8. September 24,2021 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 2931956-PSLP-5302 Truss B3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25449654 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-ySDsRVCMPbmwsSKn_AJ8u?Ke3T7kpikRFXZnnIyahiN Scale = 1:56.5 1 2 3 4 5 6 7 13 12 11 10 9 8 5x6 ST1.5x8 STP 5x8 3x4 5x6 2x4 3x4 3x6 3x4 5x8 7x10 3x8 3x4 2x4 2x4 2x4 8-7-10 8-7-10 15-0-0 6-4-6 18-0-14 3-0-14 26-2-0 8-1-2 29-10-6 3-8-6 -1-0-0 1-0-0 4-6-12 4-6-12 8-7-10 4-0-14 15-0-0 6-4-6 18-0-14 3-0-14 26-2-0 8-1-2 29-10-6 3-8-6 0-4-87-10-86-0-52-4-57-10-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-3-0,0-3-4], [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [11:0-3-4,0-3-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.85 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.40 0.09 0.21 (loc) 2-13 2-13 8 2-13 l/defl >999 >884 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 199 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. Except: 6-1-0 oc bracing: 12-13 WEBS 1 Row at midpt 6-11 REACTIONS. (size)2=0-7-10, 8=0-3-8 Max Horz 2=346(LC 8) Max Uplift 2=-587(LC 8), 8=-546(LC 8) Max Grav 2=1196(LC 13), 8=1086(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1865/815, 3-4=-1601/815, 4-5=-1491/868, 5-6=-1503/881, 6-7=-577/306, 7-8=-1074/549 BOT CHORD 2-13=-905/1711, 12-13=-935/1775, 11-12=-718/1442, 5-11=-387/316 WEBS 3-13=-250/275, 3-12=-339/227, 4-12=-87/344, 4-11=-173/352, 9-11=-240/462, 6-11=-675/1259, 6-9=-752/502, 7-9=-422/906 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 587 lb uplift at joint 2 and 546 lb uplift at joint 8. September 24,2021 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 2931956-PSLP-5302 Truss B4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25449655 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-QfnEerD?AvunUbv_YuqNQDsnetTnY8cbUBJLJkyahiM Scale = 1:54.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 5x8 ST1.5x8 STP 5x6 2x4 3x4 5x6 2x4 2x4 6x8 3x4 3x4 7x10 3x6 5x8 2x4 2x4 2x4 8-7-10 8-7-10 13-0-0 4-4-6 18-0-14 5-0-14 23-1-7 5-0-9 28-2-0 5-0-9 29-10-6 1-8-6 -1-0-0 1-0-0 4-6-12 4-6-12 8-7-10 4-0-14 13-0-0 4-4-6 18-0-14 5-0-14 23-1-7 5-0-9 28-2-0 5-0-9 29-10-6 1-8-6 0-4-86-10-86-0-52-4-56-10-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [4:0-6-0,0-2-8], [7:0-3-0,0-2-0], [12:0-2-4,0-3-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.87 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.41 0.10 0.21 (loc) 2-14 2-14 9 2-14 l/defl >999 >858 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.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. REACTIONS. (size)2=0-7-10, 9=0-3-8 Max Horz 2=346(LC 8) Max Uplift 2=-587(LC 8), 9=-546(LC 8) Max Grav 2=1194(LC 13), 9=1086(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1859/811, 3-4=-1685/866, 4-5=-1833/996, 5-6=-1817/989, 6-7=-874/480 BOT CHORD 2-14=-899/1667, 13-14=-921/1718, 12-13=-793/1525, 5-12=-287/241 WEBS 3-14=-251/259, 4-13=-69/277, 4-12=-258/549, 10-12=-469/946, 6-12=-672/1245, 6-10=-1099/678, 7-10=-506/1039, 7-9=-1031/568 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 546 lb uplift at joint 9. September 24,2021 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 2931956-PSLP-5302 Truss B5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25449656 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-vrKcsBEdxC0e5lUA5bMczQPz7HolHg_kir2usByahiL Scale = 1:52.4 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 5x6 ST1.5x8 STP 7x10 4x6 3x6 3x4 3x6 3x4 2x4 3x8 3x6 5-8-15 5-8-15 11-0-0 5-3-1 20-3-7 9-3-7 29-10-6 9-6-15 -1-0-0 1-0-0 5-8-15 5-8-15 11-0-0 5-3-1 20-3-7 9-3-7 29-10-6 9-6-15 0-4-85-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-7,Edge], [4:0-3-0,0-2-7], [5:0-5-0,0-4-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.95 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.41 0.05 0.12 (loc) 7-8 7-8 7 8-10 l/defl >999 >863 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-10, 6-8 REACTIONS. (size)7=0-3-8, 2=0-7-10 Max Horz 2=331(LC 8) Max Uplift 7=-543(LC 8), 2=-590(LC 8) Max Grav 7=1130(LC 13), 2=1208(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2021/864, 3-4=-1627/755, 4-5=-1422/732, 5-6=-1401/702, 6-7=-1004/581 BOT CHORD 2-11=-968/1810, 10-11=-968/1810, 8-10=-715/1415 WEBS 3-10=-437/273, 4-10=-56/419, 5-8=-582/514, 6-8=-805/1590 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 543 lb uplift at joint 7 and 590 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss B6 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25449657 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-N1u_3XFFiW8Ujv3MfJtrVeyCOhAe01ItxUoSOdyahiK Scale = 1:52.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 4x6 ST1.5x8 STP 3x6 3x6 3x6 3x6 3x6 3x8 2x4 3x4 3x4 3x4 3x6 9-0-0 9-0-0 16-0-1 7-0-1 22-10-5 6-10-5 29-10-6 7-0-1 -1-0-0 1-0-0 4-8-15 4-8-15 9-0-0 4-3-1 16-0-1 7-0-1 22-10-5 6-10-5 29-10-6 7-0-1 0-4-84-10-86.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.78 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.33 0.06 0.15 (loc) 2-13 2-13 9 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 160 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-6 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=281(LC 8) Max Uplift 9=-535(LC 8), 2=-598(LC 8) Max Grav 9=1086(LC 1), 2=1161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1927/915, 3-4=-1717/803, 4-5=-1502/774, 5-7=-1795/911, 7-8=-1314/650, 8-9=-1024/561 BOT CHORD 2-13=-970/1685, 11-13=-911/1795, 10-11=-650/1314 WEBS 3-13=-274/224, 4-13=-111/488, 5-13=-352/198, 7-11=-314/578, 7-10=-714/505, 8-10=-768/1551 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 lb uplift at joint 9 and 598 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss B7 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25449658 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-JQ0lUDGVD7PCzDClnkvJb31SWUqRUx3APoHYSWyahiI Scale = 1:53.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 8x10 5x12 3x8 7x10 3x6 6x8 6x8 6x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 14-5-1 7-5-1 21-11-13 7-6-13 29-10-6 7-10-9 -1-0-0 1-0-0 14-5-1 14-5-1 21-11-13 7-6-13 29-10-6 7-10-9 0-4-83-10-86.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [3:0-3-0,0-2-7], [4:0-3-8,0-3-0], [6:0-3-8,0-3-0], [9:0-3-8,0-3-8], [10:0-5-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.88 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.46 0.08 0.36 (loc) 9-10 9-10 8 9-10 l/defl >999 >766 n/a >979 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 2-10: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2, 7-9,4-11,6-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 1 Row at midpt 7-9, 4-11 REACTIONS. (size)8=0-3-8, 2=0-7-10 Max Horz 2=226(LC 25) Max Uplift 8=-1432(LC 8), 2=-1238(LC 8) Max Grav 8=2624(LC 29), 2=2299(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4408/2243, 3-4=-3830/2053, 4-6=-5431/2876, 6-7=-4206/2202, 7-8=-2410/1494 BOT CHORD 2-11=-2068/3883, 10-11=-2876/5431, 9-10=-2202/4206 WEBS 3-11=-404/1321, 7-9=-2329/4449, 4-11=-1846/906, 6-9=-1426/1140, 4-10=-173/469, 6-10=-740/1344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 1432 lb uplift at joint 8 and 1238 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down and 380 lb up at 7-0-0 on top chord, and 322 lb down and 137 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 2-8=-20 Continued on page 2 September 24,2021 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 2931956-PSLP-5302 Truss B7 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25449658 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:35 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-JQ0lUDGVD7PCzDClnkvJb31SWUqRUx3APoHYSWyahiI LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-169(F) 5=-105(F) 7=-137(F) 11=-309(F) 12=-105(F) 13=-105(F) 14=-105(F) 16=-105(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-117(F) 23=-58(F) 24=-58(F) 25=-58(F) 26=-58(F) 27=-58(F) 28=-58(F) 29=-58(F) 30=-58(F) 31=-58(F) 32=-58(F) 33=-63(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 2931956-PSLP-5302 Truss C1 Truss Type HALF HIP Qty 1 Ply 1 Job Reference (optional) T25449659 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-nca7iYH7_RX3aNnxKRQY7Gajbu9rDSEKdS06?yyahiH Scale = 1:35.2 1 2 3 4 5 6 7 11 10 9 8 13 12 14 4x6 ST1.5x8 STP 2x4 3x4 3x6 3x6 2x4 2x4 2x4 3x6 3x6 2x4 2x4 5-11-4 5-11-4 9-4-0 3-4-12 13-2-12 3-10-12 18-8-6 5-5-10 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-1-13 0-0-5 9-4-0 1-2-3 13-2-12 3-10-12 18-8-6 5-5-10 0-4-85-0-86.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.94 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.72 0.03 0.42 (loc) 9-11 9-11 8 2-11 l/defl >493 >306 n/a >523 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-7: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-10: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-11,4-12: 2x4 SP No.2, 6-9: 2x4 SP M 31 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)8=0-2-12, 2=0-7-10 Max Horz 2=290(LC 8) Max Uplift 8=-306(LC 8), 2=-346(LC 8) Max Grav 8=938(LC 14), 2=1062(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1470/227, 3-4=-1221/308, 4-5=-340/142, 5-6=-278/132 BOT CHORD 2-11=-352/1247, 9-11=-352/1247, 8-9=-294/1061 WEBS 3-11=0/430, 4-13=-1162/345, 12-13=-1140/352, 9-12=0/642, 6-12=0/624, 6-8=-1441/394 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-13, 12-13 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at joint 8 and 346 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. September 24,2021 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 2931956-PSLP-5302 Truss C2 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T25449660 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Fo8VvuImllfwCWM7u8xngU6omIWPyzFTs6mfXOyahiG Scale = 1:39.0 1 2 3 4 5 6 7 8 10 9 11 16 15 14 13 12 17 18 19 20 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x4 3x6 4x4 3x6 2x4 2x4 3x6 3x8 2x4 3x4 3x4 2x4 3x4 5-11-4 5-11-4 13-2-12 7-3-8 15-6-0 2-3-4 18-8-6 3-2-6 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-9-5 0-7-13 9-7-0 0-9-11 10-4-11 0-9-11 11-0-8 0-7-13 13-2-12 2-2-4 15-6-0 2-3-4 18-8-6 3-2-6 0-4-84-2-85-2-04-2-86.00 12 Plate Offsets (X,Y)-- [5:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.85 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.57 0.02 0.30 (loc) 14-16 14-16 12 2-16 l/defl >594 >382 n/a >737 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-10: 2x4 SP No.1, 7-11: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-16,4-6,8-14: 2x4 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 7-8-4 oc bracing. REACTIONS. (size)12=0-2-12, 2=0-7-10 Max Horz 2=246(LC 12) Max Uplift 12=-305(LC 12), 2=-362(LC 12) Max Grav 12=912(LC 18), 2=1039(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1465/444, 3-4=-1196/534, 4-5=-288/1021, 5-6=-274/1015, 6-7=-1155/548, 7-8=-650/353, 8-10=-749/297, 7-9=-610/277, 9-11=-589/298, 11-12=-835/461 BOT CHORD 2-16=-560/1255, 14-16=-560/1255, 13-14=-321/565 WEBS 3-16=0/466, 4-6=-2380/922, 8-14=0/314, 10-14=-300/865, 10-13=-1081/529, 9-10=-233/251, 11-13=-491/972 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2) 9-7-0 to 11-5-9, Interior(1) 11-5-9 to 18-6-10 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) 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-16 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 305 lb uplift at joint 12 and 362 lb uplift at joint 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. September 24,2021 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 2931956-PSLP-5302 Truss C3 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T25449661 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-j?it7EIOW2nnqgxKSsS0Chf02itxhRLd5mVC3qyahiF Scale = 1:39.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x12 3x4 3x6 4x4 3x6 2x4 2x4 3x8 3x8 3x4 3x4 2x4 5-11-4 5-11-4 13-2-12 7-3-8 15-6-0 2-3-4 18-8-6 3-2-6 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-9-5 0-7-13 9-7-0 0-9-11 10-4-11 0-9-11 11-0-8 0-7-13 13-2-12 2-2-4 15-6-0 2-3-4 18-8-6 3-2-6 0-4-83-2-85-2-03-2-86.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-3-0,Edge], [7:0-1-4,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.83 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.64 0.02 0.27 (loc) 13-15 13-15 11 2-15 l/defl >529 >340 n/a >822 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 7-10: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-15,4-6,7-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. REACTIONS. (size)11=0-2-12, 2=0-7-10 Max Horz 2=192(LC 12) Max Uplift 11=-283(LC 12), 2=-366(LC 12) Max Grav 11=911(LC 18), 2=1035(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1491/474, 3-4=-1193/540, 4-5=-416/1333, 5-6=-386/1291, 6-7=-1248/559, 7-8=-602/215, 7-9=-788/348, 9-10=-797/359, 10-11=-836/435 BOT CHORD 2-15=-510/1288, 13-15=-510/1288, 12-13=-361/800 WEBS 3-15=0/520, 4-6=-2726/1060, 7-13=0/403, 8-13=-216/546, 8-12=-1004/432, 10-12=-496/1109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2) 9-7-0 to 13-8-11, Interior(1) 13-8-11 to 18-6-10 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) 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-15 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 11 and 366 lb uplift at joint 2. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. September 24,2021 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 2931956-PSLP-5302 Truss C4 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T25449662 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-BBGFKaJ0HMveRqWW0Z_FlvCC55DoQtfmJQFmbHyahiE Scale = 1:39.0 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 4x4 2x4 5x6 4x4 3x6 2x4 2x4 3x8 3x8 2x4 3x4 5-11-4 5-11-4 13-2-12 7-3-8 15-6-0 2-3-4 18-8-6 3-2-6 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-9-5 0-7-13 9-7-0 0-9-11 10-4-11 0-9-11 11-0-8 0-7-13 13-2-12 2-2-4 15-6-0 2-3-4 18-8-6 3-2-6 0-4-82-2-85-2-02-2-86.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.79 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.64 0.03 0.27 (loc) 11-13 11-13 10 2-13 l/defl >525 >342 n/a >802 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 8-9: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.2 *Except* 9-10,8-11,8-10: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. REACTIONS. (size)10=0-2-12, 2=0-7-10 Max Horz 2=-181(LC 10) Max Uplift 10=-268(LC 12), 2=-370(LC 12) Max Grav 10=921(LC 19), 2=1032(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1519/514, 3-4=-1188/574, 4-5=-412/1276, 5-6=-427/1232, 6-7=-1219/555, 7-8=-1546/554 BOT CHORD 2-13=-447/1280, 11-13=-447/1280, 10-11=-549/1394 WEBS 3-13=0/517, 4-6=-2641/1084, 7-11=-35/646, 8-11=-307/194, 8-10=-1666/637 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2) 9-7-0 to 15-6-0, Interior(1) 15-6-0 to 18-6-10 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) 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 7-8, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint 10 and 370 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. September 24,2021 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 2931956-PSLP-5302 Truss C5 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T25449663 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-gNpeXwKe2g1V3_5iZHVUI6kMBVYr9NkvY4_J8jyahiD Scale = 1:39.0 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 2x4 3x6 4x6 3x6 2x4 2x4 3x8 3x8 2x4 4x4 5-11-4 5-11-4 13-2-12 7-3-8 17-6-0 4-3-4 18-8-6 1-2-6 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-9-5 0-7-13 9-7-0 0-9-11 10-4-11 0-9-11 11-0-8 0-7-13 13-2-12 2-2-4 17-6-0 4-3-4 18-8-6 1-2-6 0-4-81-2-85-2-01-2-86.00 12 Plate Offsets (X,Y)-- [5:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.87 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.66 0.03 0.26 (loc) 11-13 11-13 10 13 l/defl >511 >329 n/a >833 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 8-9: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.2 *Except* 9-10,8-11,8-10: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. REACTIONS. (size)10=0-2-12, 2=0-7-10 Max Horz 2=201(LC 11) Max Uplift 10=-253(LC 12), 2=-373(LC 12) Max Grav 10=968(LC 19), 2=1030(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1555/527, 3-4=-1211/581, 4-5=-456/1345, 5-6=-485/1292, 6-7=-1225/559, 7-8=-1535/523 BOT CHORD 2-13=-393/1297, 11-13=-393/1297, 10-11=-500/1247 WEBS 3-13=0/533, 4-6=-2716/1163, 7-11=0/505, 8-10=-1662/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2) 9-7-0 to 15-7-0, Interior(1) 15-7-0 to 18-6-10 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) 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 7-8, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 10 and 373 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. September 24,2021 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 2931956-PSLP-5302 Truss C6 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T25449664 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-UXBvozPPeWnenvYswXcuXN_OFwaaZ4kow0ReLNyahi7 Scale = 1:36.3 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 3x6 4x6 3x6 3x8 3x8 2x4 2x4 2x4 2x4 5-11-4 5-11-4 13-2-12 7-3-8 19-2-0 5-11-4 -1-0-0 1-0-0 5-11-4 5-11-4 8-1-8 2-2-4 8-9-5 0-7-13 9-7-0 0-9-11 10-4-11 0-9-11 11-0-8 0-7-13 13-2-12 2-2-4 19-2-0 5-11-4 0-4-85-2-00-4-86.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [8:0-0-0,0-0-5] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.91 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.68 0.03 -0.26 (loc) 9-11 9-11 8 2-11 l/defl >507 >327 n/a >855 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 2-10: 2x4 SP No.1 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=223(LC 11) Max Uplift 8=-279(LC 12), 2=-383(LC 12) Max Grav 8=959(LC 19), 2=1035(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1596/572, 3-4=-1245/628, 4-5=-648/1389, 5-6=-624/1396, 6-7=-1241/652, 7-8=-1596/603 BOT CHORD 2-11=-381/1329, 9-11=-381/1329, 8-9=-381/1329 WEBS 4-6=-2793/1430, 7-9=0/549, 3-11=0/539 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2) 9-7-0 to 15-7-0, Interior(1) 15-7-0 to 18-10-3 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 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 8 and 383 lb uplift at joint 2. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. September 24,2021 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 2931956-PSLP-5302 Truss C7 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25449665 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-v6s1Q?RHwRADeNHRbg9b90cth7demShEd_gIyiyahi4 Scale = 1:40.1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x4 3x6 4x6 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED Special 7-0-0 7-0-0 12-2-0 5-2-0 19-2-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 12-2-0 5-2-0 19-2-0 7-0-0 20-2-0 1-0-0 0-4-83-10-85-2-00-4-83-10-86.00 12 Plate Offsets (X,Y)-- [4:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.82 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.18 0.07 (loc) 2-10 2-10 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=-230(LC 6) Max Uplift 2=-839(LC 8), 6=-840(LC 8) Max Grav 2=1458(LC 29), 6=1456(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2589/1403, 3-4=-361/320, 3-5=-2123/1278, 4-5=-362/321, 5-6=-2586/1405 BOT CHORD 2-10=-1111/2382, 8-10=-1108/2350, 6-8=-1110/2279 WEBS 3-10=-46/646, 5-8=-83/639 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 839 lb uplift at joint 2 and 840 lb uplift at joint 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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) 322 lb down and 137 lb up at 7-0-0, and 322 lb down and 137 lb up at 12-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 3=-105(F) 5=-105(F) 9=-58(F) 10=-309(F) 8=-309(F) 11=-64(F) 12=-105(F) 13=-105(F) 14=-64(F) 15=-58(F) September 24,2021 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 2931956-PSLP-5302 Truss CJ1 Truss Type Corner Jack Qty 14 Ply 1 Job Reference (optional) T25449666 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-F4gwTiVQlzoWk89PODlms3Jvq8WYRmmzmGN3dvyahi? Scale = 1:7.2 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-80-10-80-5-130-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.07 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=66(LC 8) Max Uplift 3=-8(LC 1), 2=-139(LC 8) Max Grav 3=23(LC 8), 2=128(LC 13), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 139 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss CJ3 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T25449667 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-CSnhuOWgHa2E_RJnVenExUPFoyByvgGGEas9hoyahhz Scale = 1:12.2 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-81-10-81-5-131-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.11 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=118(LC 8) Max Uplift 3=-56(LC 8), 2=-146(LC 8) Max Grav 3=72(LC 13), 2=191(LC 13), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 146 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss CJ5 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T25449668 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-CSnhuOWgHa2E_RJnVenExUPCoy82vgGGEas9hoyahhz Scale = 1:19.3 1 2 3 4 2x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-82-10-82-5-132-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.30 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: 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 5-0-0 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=172(LC 8) Max Uplift 3=-126(LC 8), 2=-157(LC 8) Max Grav 3=147(LC 13), 2=261(LC 13), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 3 and 157 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss D1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25449669 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-gfL36kXI2uA5bbuz3LITUixL5ML?eveQSDcjDEyahhy Scale: 1/4"=1' 1 2 3 4 5 6 7 8131211109 3x6 ST1.5x8 STP 4x12 5x6 4x6 3x6 5x12 5x6 4x12 4x6 3x8 4x6 2x4 4-6-0 4-6-0 12-11-8 8-5-8 21-3-8 8-4-0 25-11-0 4-7-8 4-6-0 4-6-0 8-9-8 4-3-8 12-11-8 4-2-0 17-1-8 4-2-0 21-3-8 4-2-0 25-11-0 4-7-8 26-11-0 1-0-0 1-7-85-10-56-10-40-4-81-0-01-7-86.00 12 3.00 12 Plate Offsets (X,Y)-- [7:0-4-11,Edge], [12:0-5-12,0-1-12] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.86 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.44 0.13 0.26 (loc) 10-12 10-12 7 10-12 l/defl >999 >692 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-1 oc bracing. REACTIONS. (size)13=Mechanical, 7=0-7-10 Max Horz 13=248(LC 7) Max Uplift 13=-445(LC 8), 7=-549(LC 8) Max Grav 13=940(LC 1), 7=1015(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-890/441, 1-2=-2472/1117, 2-3=-2972/1404, 3-4=-1305/671, 4-5=-1303/669, 5-6=-2742/1332, 6-7=-2857/1227 BOT CHORD 12-13=-207/276, 10-12=-586/1594, 9-10=-570/1548, 7-9=-991/2511 WEBS 1-12=-1113/2497, 2-12=-1506/795, 3-12=-585/1360, 3-10=-636/416, 4-10=-419/910, 5-10=-630/396, 5-9=-526/1216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 445 lb uplift at joint 13 and 549 lb uplift at joint 7. September 24,2021 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 2931956-PSLP-5302 Truss D2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25449670 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:34:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-8rvRJ4YxpCIxDlTAd3pi0vUV5mkMNNAZhtLGlgyahhx Scale = 1:50.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 3x6 4x12 4x4 4x4 4x4 2x4 4x6 2x4 2x4 4x12 4x4 3x4 5x8 5x12 3x4 2-6-0 2-6-0 8-10-11 6-4-11 15-3-6 6-4-11 19-10-15 4-7-9 24-6-8 4-7-9 26-7-0 2-0-8 2-6-0 2-6-0 7-8-12 5-2-12 12-11-8 5-2-12 15-3-6 2-3-14 19-10-15 4-7-9 24-6-8 4-7-9 26-7-0 2-0-8 1-1-86-2-90-6-136-8-81-0-120-5-151-7-86.00 12 Plate Offsets (X,Y)-- [13:0-2-8,0-2-0], [15:0-4-12,0-2-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.66 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.07 0.21 (loc) 14-15 14-15 9 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. Except: 10-0-0 oc bracing: 11-13 REACTIONS. (size)16=Mechanical, 9=Mechanical Max Horz 16=241(LC 7) Max Uplift 16=-454(LC 8), 9=-451(LC 8) Max Grav 16=992(LC 1), 9=995(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-902/409, 1-2=-2266/999, 2-3=-2835/1331, 3-4=-1741/904, 4-5=-1572/839, 5-6=-1573/748, 6-7=-1879/842 BOT CHORD 15-16=-177/302, 14-15=-680/1769, 13-14=-345/1138, 9-10=-1070/2213 WEBS 1-15=-996/2281, 2-15=-1413/742, 3-15=-496/1055, 3-14=-502/383, 4-14=-369/829, 4-13=-334/865, 10-13=-543/1523, 6-13=-417/258, 7-10=-586/380, 7-9=-2292/1163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 16 and 451 lb uplift at joint 9. September 24,2021 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 2931956-PSLP-5302 Truss D3 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T25449671 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-4E1BkmZBLpYfS3dYkUsB5KZo6ZMgrIKs8BqNqZyahhv Scale = 1:50.5 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 21 3x6 ST1.5x8 STP 5x8 4x4 4x6 5x12 3x4 2x4 5x12 3x6 5x8 3x4 3x4 4x6 5x6 2x4 2x4 2x4 2x4 10-8-0 10-8-0 15-3-6 4-7-6 18-11-6 3-8-0 22-6-8 3-7-2 23-7-0 1-0-8 25-6-8 1-11-8 25-9-6 0-2-14 26-7-0 0-9-10 6-11-10 6-11-10 10-8-0 3-8-6 15-3-0 4-7-0 18-11-6 3-8-6 22-6-8 3-7-2 23-7-0 1-0-8 25-6-8 1-11-8 26-7-0 1-0-8 0-4-82-0-125-8-81-6-81-0-05-8-86.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-1], [3:0-6-0,0-2-8], [7:0-10-0,0-2-8], [17:0-5-0,0-2-4], [20:0-3-12,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.86 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.64 0.18 0.27 (loc) 1-20 1-20 10 15-16 l/defl >999 >492 n/a >999 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* 4-19: 2x4 SP No.3, 13-17,1-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-10,6-15,7-14: 2x6 SP No.2, 7-15,8-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-1 oc bracing. Except: 10-0-0 oc bracing: 17-19 REACTIONS. (size)1=0-7-10, 10=Mechanical Max Horz 1=-210(LC 6) Max Uplift 1=-453(LC 8), 10=-451(LC 8) Max Grav 1=971(LC 1), 10=982(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1620/798, 2-3=-1359/698, 3-4=-1424/775, 4-5=-1628/816, 5-6=-2351/1105, 6-7=-3626/1685, 7-8=-1298/611, 8-9=-494/229, 9-10=-416/191 BOT CHORD 1-20=-671/1430, 4-17=-181/488, 16-17=-923/2088, 15-16=-1794/3869, 14-15=-449/996, 13-14=-442/959, 10-11=-159/345 WEBS 17-20=-409/1173, 3-17=-169/418, 5-17=-847/446, 5-16=-179/539, 6-16=-1820/890, 6-15=-845/457, 7-15=-1260/2730, 2-20=-389/312, 11-13=-550/268, 8-13=-559/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 453 lb uplift at joint 1 and 451 lb uplift at joint 10. September 24,2021 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 2931956-PSLP-5302 Truss D4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25449672 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-YQbax6ap67gW4DClIBNQeY6?gzkdan??NrawM?yahhu Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 5x8 ST1.5x8 STP 5x8 4x6 4x6 4x6 2x4 2x4 5x12 3x6 5x8 2x4 3x4 3x4 5x8 2x4 6x8 3x6 9-0-0 9-0-0 15-3-6 6-3-6 16-11-0 1-7-10 20-10-8 3-11-8 23-7-0 2-8-8 23-10-8 0-3-8 25-6-6 1-7-14 26-7-0 1-0-10 -1-0-0 1-0-0 4-8-15 4-8-15 9-0-0 4-3-1 15-3-6 6-3-6 16-11-0 1-7-10 20-10-8 3-11-8 23-10-8 3-0-0 25-6-6 1-7-14 26-7-0 1-0-10 0-4-82-10-124-10-81-6-81-0-04-10-86.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [11:Edge,0-1-8], [16:0-3-0,0-2-4], [19:0-3-12,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.75 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.35 0.15 0.19 (loc) 2-19 2-19 11 17 l/defl >999 >898 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11,9-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. Except: 10-0-0 oc bracing: 16-18 REACTIONS. (size)11=Mechanical, 2=0-7-10 Max Horz 2=-181(LC 6) Max Uplift 11=-454(LC 8), 2=-554(LC 8) Max Grav 11=975(LC 1), 2=1047(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1694/827, 3-4=-1470/708, 4-5=-1774/928, 5-6=-1772/921, 6-7=-1898/895, 7-8=-1531/713, 8-9=-1616/723, 9-10=-577/275, 10-11=-740/351 BOT CHORD 2-19=-718/1503, 5-16=-295/231, 15-16=-679/1687, 14-15=-1237/2643, 13-14=-317/677, 11-12=-129/275 WEBS 3-19=-297/236, 16-19=-479/1145, 4-16=-285/638, 6-16=-183/290, 6-15=-169/554, 7-15=-1050/606, 8-14=-151/441, 7-14=-1274/680, 9-14=-332/863 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 454 lb uplift at joint 11 and 554 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss D5 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25449673 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-UpiKMnc3dkwEKWL7QcPujzBG1nMB2c7Ir931Ruyahhs Scale: 1/4"=1' 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 6x8 ST1.5x8 STP 6x8 3x6 3x4 3x4 8x12 3x8 2x4 5x12 3x8 4x4 5x12 3x8 4x6 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 11-1-11 4-1-11 15-3-6 4-1-11 21-11-0 6-7-10 23-7-0 1-8-0 25-6-6 1-11-6 26-7-0 1-0-10 -1-0-0 1-0-0 7-0-0 7-0-0 11-1-11 4-1-11 15-3-6 4-1-11 21-11-0 6-7-10 23-7-0 1-8-0 26-7-0 3-0-0 0-4-83-10-81-6-81-0-03-10-86.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-8], [4:0-3-8,0-1-8], [6:0-5-4,0-2-8], [9:Edge,0-3-0], [11:0-3-4,0-1-8], [16:0-5-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.88 1.00 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.56 0.21 0.40 (loc) 12-13 12-13 9 12-13 l/defl >999 >563 n/a >781 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-6: 2x6 SP No.2, 6-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-15: 2x4 SP No.3, 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 13-16,8-9: 2x4 SP No.2, 7-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 6-13 REACTIONS. (size)9=Mechanical, 2=0-7-10 Max Horz 2=-135(LC 6) Max Uplift 9=-1092(LC 8), 2=-1120(LC 8) Max Grav 9=2023(LC 30), 2=2031(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3733/1964, 3-4=-4024/2217, 4-5=-5596/3074, 5-6=-5724/3139, 6-7=-3722/1987, 7-8=-1174/644, 8-9=-1966/1071 BOT CHORD 2-17=-1696/3304, 16-17=-1693/3283, 15-16=-163/265, 5-13=-618/591, 12-13=-1714/3283, 11-12=-1160/2094 WEBS 3-17=-70/587, 3-16=-575/1124, 4-16=-1471/943, 13-16=-1995/3906, 4-13=-1013/1858, 6-13=-1394/2638, 6-12=-15/381, 10-11=-1607/904, 7-11=-1413/799, 7-12=-627/1328, 8-10=-935/1676 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 1092 lb uplift at joint 9 and 1120 lb uplift at joint 2. 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) 357 lb down and 380 lb up at 7-0-0 on top chord, and 322 lb down and 137 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 Continued on page 2 September 24,2021 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 2931956-PSLP-5302 Truss D5 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25449673 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:03 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-UpiKMnc3dkwEKWL7QcPujzBG1nMB2c7Ir931Ruyahhs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 2-15=-20, 14-15=-20, 11-13=-20, 9-10=-20 Concentrated Loads (lb) Vert: 3=-169(B) 15=-58(B) 5=-105(B) 17=-309(B) 16=-58(B) 4=-105(B) 18=-105(B) 19=-105(B) 21=-82(B) 22=-82(B) 23=-82(B) 24=-27(B) 25=-68(B) 26=-58(B) 27=-58(B) 28=-90(B) 29=-90(B) 30=-90(B) 31=-137(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 2931956-PSLP-5302 Truss EJ2 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T25449674 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-z?Gia7dhO225xgwKzJw7GAkcmAxYnHER3pobzKyahhr Scale = 1:9.9 1 2 3 4 2x4 ST1.5x8 STP 2-1-0 2-1-0 -1-0-0 1-0-0 2-1-0 2-1-0 0-4-81-5-01-0-51-5-06.00 12 Plate Offsets (X,Y)-- [2:0-0-15,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.03 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: 8 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 2-1-0 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=93(LC 8) Max Uplift 3=-27(LC 5), 2=-151(LC 8) Max Grav 3=31(LC 13), 2=165(LC 13), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 151 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss EJ6 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25449675 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-vNOT?peywfJpB_4i5kzbLbpqs_WyFBkkX7Hh2Dyahhp Scale = 1:23.4 1 2 3 42x4 ST1.5x8 STP 6-6-0 6-6-0 -1-0-0 1-0-0 6-6-0 6-6-0 0-4-83-7-83-2-133-7-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >873 >436 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=212(LC 8) Max Uplift 3=-174(LC 8), 2=-169(LC 8) Max Grav 3=200(LC 13), 2=316(LC 13), 4=122(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 169 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss EJ7 Truss Type Jack-Open Qty 22 Ply 1 Job Reference (optional) T25449676 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-n9dzqBhS_upEfbOTKa1XVR_WabtqB?jKSlFvB_yahhl Scale = 1:24.9 1 2 3 43x4 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-83-10-83-5-133-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,0-0-1] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.19 -0.00 0.10 (loc) 2-4 2-4 3 2-4 l/defl >956 >424 n/a >773 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=225(LC 8) Max Uplift 3=-165(LC 8), 2=-174(LC 8) Max Grav 3=199(LC 13), 2=335(LC 13), 4=122(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 3 and 174 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss EJ61 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25449677 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-NayrC9fahzRgo8fvfSUquoM?mOuP_duuln1Fafyahho Scale = 1:22.2 1 2 3 6 4 5 3x4 ST1.5x8 STP 4x12 2x4 1-1-8 1-1-8 6-6-0 5-4-8 -1-0-0 1-0-0 1-1-8 1-1-8 2-3-8 1-2-0 6-6-0 4-2-8 0-4-83-7-83-6-13-2-130-3-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [6:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.64 0.28 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 -0.05 0.17 (loc) 6 6 5 6 l/defl >751 >459 n/a >425 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=210(LC 8) Max Uplift 4=-170(LC 8), 2=-167(LC 8) Max Grav 4=214(LC 13), 2=316(LC 13), 5=95(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 4 and 167 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss EJ62 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25449678 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-NayrC9fahzRgo8fvfSUquoMzYOxk_eEuln1Fafyahho Scale = 1:23.2 1 2 3 6 4 5 3x4 ST1.5x8 STP 5x6 2x4 3-1-8 3-1-8 6-6-0 3-4-8 -1-0-0 1-0-0 3-1-8 3-1-8 6-6-0 3-4-8 0-4-83-7-83-0-13-2-130-7-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-4-15,0-0-1] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.71 0.13 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.29 0.07 0.27 (loc) 6 6 5 6 l/defl >457 >257 n/a >269 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-6: 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 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=212(LC 8) Max Uplift 4=-160(LC 8), 2=-170(LC 8) Max Grav 4=228(LC 13), 2=317(LC 13), 5=66(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 4 and 170 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss EJ63 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25449679 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-rmWDPVgCSGZXQHE5C9?3Q0u9IoERj5V1_Rmo65yahhn Scale = 1:22.2 1 2 3 6 4 5 3x4 ST1.5x8 STP 5x6 2x4 5-1-8 5-1-8 6-6-0 1-4-8 -1-0-0 1-0-0 5-1-8 5-1-8 6-6-0 1-4-8 0-4-83-7-82-6-13-2-131-1-86.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-0-9,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.29 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 -0.04 0.16 (loc) 6 6 5 6 l/defl >763 >466 n/a >446 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=210(LC 8) Max Uplift 4=-152(LC 8), 2=-167(LC 8) Max Grav 4=249(LC 13), 2=316(LC 13), 5=26(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 4 and 167 lb uplift at joint 2. September 24,2021 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 2931956-PSLP-5302 Truss EJ64 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T25449680 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-Jy4bdrgqDahO2RpHmtWIzDRNpBZQSQRBD5WLeXyahhm Scale = 1:24.3 1 2 3 5 4 6 7 8 3x8 ST1.5x8 STP 5x6 3x6 3x6 6x8 3x6 Special Special 3-6-0 3-6-0 6-6-0 3-0-0 3-6-0 3-6-0 6-6-0 3-0-0 0-4-83-7-82-2-121-6-61-4-126.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-5-7,0-0-4], [4:0-3-0,0-0-3], [4:0-2-8,0-4-0], [5:0-3-9,0-0-12] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.37 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.01 0.05 (loc) 5 1-5 6 1-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. REACTIONS. (size)1=0-7-10, 6=Mechanical Max Horz 1=166(LC 8) Max Uplift 1=-505(LC 8), 6=-626(LC 8) Max Grav 1=1111(LC 1), 6=1187(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2648/1257, 2-3=-313/124, 3-4=-631/1242 BOT CHORD 1-5=-1325/2514, 4-5=-1282/2414 WEBS 2-5=-629/1353, 2-4=-2040/1087, 3-6=-1215/641 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 505 lb uplift at joint 1 and 626 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 953 lb down and 484 lb up at 2-6-12, and 920 lb down and 465 lb up at 4-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 7=-953(B) 8=-920(B) September 24,2021 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 2931956-PSLP-5302 Truss EJ71 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T25449681 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-kXlkFsjjWV3yvvXsR?3?bs3vwPWlfvDdv3k0Fsyahhj Scale = 1:24.9 1 2 3 7 6 4 5 2x4 ST1.5x8 STP 2x4 3x6 3x4 2-7-10 2-7-10 3-1-10 0-6-0 7-0-0 3-10-6 -1-0-0 1-0-0 3-1-10 3-1-10 7-0-0 3-10-6 0-4-83-10-82-10-83-5-131-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-15,Edge], [6:0-0-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.42 0.65 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 0.06 0.13 (loc) 5-6 5-6 5 5-6 l/defl >999 >448 n/a >595 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=225(LC 8) Max Uplift 4=-129(LC 8), 2=-165(LC 8), 5=-23(LC 8) Max Grav 4=167(LC 13), 2=352(LC 13), 5=137(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-348/37 BOT CHORD 2-7=-175/316, 3-6=-316/175 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 4, 165 lb uplift at joint 2 and 23 lb uplift at joint 5. September 24,2021 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 2931956-PSLP-5302 Truss EJ72 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25449682 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-CkJ6TCkLHpBpW362?ibE73c5bps0OMym8jUZnJyahhi Scale = 1:22.9 1 2 3 4 9 8 7 5 6 4x6 ST1.5x8 STP 2x4 2x4 3x6 2x4 2x4 2-7-10 2-7-10 3-1-10 0-6-0 5-9-8 2-7-14 7-0-0 1-2-8 -1-0-0 1-0-0 3-1-10 3-1-10 5-9-8 2-7-14 7-0-0 1-2-8 0-4-83-3-42-3-42-11-121-0-03-3-46.00 12 Plate Offsets (X,Y)-- [8:0-0-8,0-1-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.58 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 0.06 0.16 (loc) 7-8 7-8 6 7-8 l/defl >843 >422 n/a >503 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-9: 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 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (size)5=Mechanical, 2=0-7-10, 6=Mechanical Max Horz 2=195(LC 8) Max Uplift 5=-43(LC 8), 2=-188(LC 8), 6=-99(LC 8) Max Grav 5=81(LC 13), 2=339(LC 13), 6=179(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-305/51 BOT CHORD 2-9=-147/259, 3-8=-252/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 43 lb uplift at joint 5, 188 lb uplift at joint 2 and 99 lb uplift at joint 6. September 24,2021 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 2931956-PSLP-5302 Truss EJ73 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25449683 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-gwtUgYkz26Jg8ChFZQ6TgH8H9CCC7pKwMND6Klyahhh Scale = 1:17.8 1 2 3 4 9 8 7 5 6 4x6 ST1.5x8 STP 2x4 2x4 3x6 2x4 2x4 2-7-10 2-7-10 3-1-10 0-6-0 3-9-8 0-7-14 7-0-0 3-2-8 -1-0-0 1-0-0 3-1-10 3-1-10 3-9-8 0-7-14 7-0-0 3-2-8 0-4-82-3-41-3-41-11-121-0-02-3-46.00 12 Plate Offsets (X,Y)-- [8:0-0-8,0-1-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.59 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.11 0.15 (loc) 7 7 5 7 l/defl >773 >399 n/a >513 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-9: 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 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (size)5=Mechanical, 2=0-7-10, 6=Mechanical Max Horz 2=142(LC 8) Max Uplift 5=-87(LC 8), 2=-209(LC 8), 6=-34(LC 8) Max Grav 5=122(LC 1), 2=334(LC 13), 6=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-309/85 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 87 lb uplift at joint 5, 209 lb uplift at joint 2 and 34 lb uplift at joint 6. September 24,2021 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 2931956-PSLP-5302 Truss G1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T25449684 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-cJ?F5EmDakZONWrdgr8xliEXD0thbV9CqhiDOdyahhf Scale = 1:26.0 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 24 25 4x4 ST1.5x8 STP ST1.5x8 STP 5x12 3x8 3x8 3x6 3x6 3x4 3x4 4x12 3x6 HTU26 HTU26 HTU26 HTU26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-1-0 2-1-0 5-5-9 3-4-9 8-8-7 3-2-13 12-1-0 3-4-9 14-2-0 2-1-0 -1-0-0 1-0-0 2-1-0 2-1-0 5-5-9 3-4-9 8-8-7 3-2-13 12-1-0 3-4-9 14-2-0 2-1-0 0-4-81-5-00-4-81-5-06.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8], [6:0-10-0,0-2-8], [7:0-1-12,0-1-8], [8:0-4-8,0-1-8], [9:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.65 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.32 0.04 0.25 (loc) 9-10 9-10 7 9-10 l/defl >928 >502 n/a >646 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. REACTIONS. (size)7=0-7-10, 2=0-7-10 Max Horz 2=60(LC 7) Max Uplift 7=-1879(LC 8), 2=-1252(LC 8) Max Grav 7=3639(LC 1), 2=2201(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4124/2193, 3-4=-3826/2052, 4-5=-9253/4942, 5-6=-10700/5623, 6-7=-6870/3548 BOT CHORD 2-11=-1899/3559, 10-11=-4909/9253, 9-10=-5570/10700, 8-9=-3164/6192, 7-8=-3043/5931 WEBS 3-11=-948/1923, 4-11=-5704/3048, 4-10=-803/1594, 5-10=-1527/724, 5-9=-273/399, 6-9=-2537/4729, 6-8=-861/1863 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1879 lb uplift at joint 7 and 1252 lb uplift at joint 2. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss) or equivalent at 9-0-12 from the left end to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie HTU26 (20-16d Girder, 11-10dx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 10-8-12 from the left end to 12-8-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard Continued on page 2 September 24,2021 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 2931956-PSLP-5302 Truss G1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T25449684 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:16 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-cJ?F5EmDakZONWrdgr8xliEXD0thbV9CqhiDOdyahhf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 2-7=-20 Concentrated Loads (lb) Vert: 3=30(B) 6=30(B) 20=-1954(F) 22=-955(F) 23=-965(F) 25=-953(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 2931956-PSLP-5302 Truss HJ2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25449685 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-4VYdIanrK1hF?gQqEYfAIvmoUQMtKASM3LSnw4yahhe Scale = 1:9.8 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 2-10-10 2-10-10 -1-5-0 1-5-0 2-10-10 2-10-10 0-4-81-4-124.24 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.08 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: 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 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=92(LC 8) Max Uplift 3=-50(LC 14), 2=-224(LC 8) Max Grav 3=71(LC 24), 2=195(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 224 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) 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 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) September 24,2021 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 2931956-PSLP-5302 Truss HJ6 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25449686 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-0ugNjFo6sfxzE_aCMzieNKs5nDz6o?sfWfxt?yyahhc Scale = 1:22.7 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-8-14 4-8-14 9-1-9 4-4-11 -1-5-0 1-5-0 4-8-14 4-8-14 9-1-9 4-4-11 0-4-83-7-44.24 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.41 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.01 -0.03 (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: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=211(LC 8) Max Uplift 4=-145(LC 8), 2=-315(LC 8), 6=-117(LC 8) Max Grav 4=150(LC 28), 2=412(LC 1), 6=291(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-693/257 BOT CHORD 2-7=-340/570, 6-7=-340/570 WEBS 3-6=-616/368 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 4, 315 lb uplift at joint 2 and 117 lb uplift at joint 6. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) 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) September 24,2021 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 2931956-PSLP-5302 Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T25449687 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-V4Elxbpkdy3qs79OvgDtvYOEydHuXQxolIhRXPyahhb Scale: 1/2"=1' 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-8-14 4-8-14 9-10-1 5-1-3 -1-5-0 1-5-0 4-8-14 4-8-14 9-10-1 5-1-3 0-4-83-10-44.24 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.50 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 -0.03 (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: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=224(LC 8) Max Uplift 4=-151(LC 8), 2=-331(LC 8), 6=-121(LC 8) Max Grav 4=161(LC 28), 2=444(LC 1), 6=303(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-771/287 BOT CHORD 2-7=-410/686, 6-7=-410/686 WEBS 3-7=0/271, 3-6=-728/435 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) N/A 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 151 lb uplift at joint 4, 331 lb uplift at joint 2 and 121 lb uplift at joint 6. 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) September 24,2021 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 2931956-PSLP-5302 Truss K1 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T25449688 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-zGo88xqMOGChUHkbTOk6SlxUg1hFGyAyzyQ_3ryahha Scale = 1:23.1 1 2 3 4 5 6 4x6 ST1.5x8 STP ST1.5x8 STP 2x4 2x4 2x4 5-0-0 5-0-0 10-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-0-0 1-0-0 0-4-82-10-80-4-86.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.24 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.01 0.02 (loc) 2-6 4-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 4=0-7-10 Max Horz 2=130(LC 7) Max Uplift 2=-262(LC 8), 4=-262(LC 8) Max Grav 2=418(LC 1), 4=418(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-455/179, 3-4=-455/179 BOT CHORD 2-6=-40/363, 4-6=-40/363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 2 and 262 lb uplift at joint 4. September 24,2021 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 2931956-PSLP-5302 Truss K2 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T25449689 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-RSMWMHr_9aKY5RIn15FL?zUheR4H?Q?5CcAYcHyahhZ Scale = 1:22.3 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-0-0 10-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-0-0 1-0-0 0-4-82-10-80-4-86.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-0-0. (lb) - Max Horz 2=-130(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-139(LC 8), 6=-139(LC 8), 10=-127(LC 8), 8=-127(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=263(LC 13), 8=261(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) Gable requires continuous bottom chord bearing. 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 139 lb uplift at joint 2, 139 lb uplift at joint 6, 127 lb uplift at joint 10 and 127 lb uplift at joint 8. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. September 24,2021 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 2931956-PSLP-5302 Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25449690 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-vfwuZdrcwtSOjbtzbpmaXA0surPnktPERGv58jyahhY Scale = 1:15.7 1 2 3 4 2x4 4x6 2x4 2x4 0-0-8 0-0-8 8-0-0 7-11-8 4-0-0 4-0-0 8-0-0 4-0-0 0-0-42-0-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.11 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-0, 3=7-11-0, 4=7-11-0 Max Horz 1=73(LC 7) Max Uplift 1=-62(LC 8), 3=-62(LC 8), 4=-112(LC 8) Max Grav 1=115(LC 13), 3=125(LC 14), 4=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 62 lb uplift at joint 1, 62 lb uplift at joint 3 and 112 lb uplift at joint 4. September 24,2021 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 2931956-PSLP-5302 Truss V2 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T25449691 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-vfwuZdrcwtSOjbtzbpmaXA0tArO7ktxERGv58jyahhY Scale = 1:7.7 1 2 3 2x4 3x6 2x4 0-0-8 0-0-8 4-0-0 3-11-8 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-0-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-0, 3=3-11-0 Max Horz 1=30(LC 7) Max Uplift 1=-48(LC 8), 3=-48(LC 8) Max Grav 1=101(LC 1), 3=101(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 48 lb uplift at joint 1 and 48 lb uplift at joint 3. September 24,2021 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 2931956-PSLP-5302 Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25449692 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-NrUGmzsEhBaFLlSA8WHp4OZ1lElQTKNOgwfegAyahhX Scale = 1:20.0 1 2 3 4 5 8 7 62x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 10-11-0 10-10-8 5-5-8 5-5-8 10-11-0 5-5-8 0-0-42-8-120-0-46.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.11 0.08 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-10-0. (lb) - Max Horz 1=105(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-172(LC 8), 8=-172(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=311(LC 14), 8=312(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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, 5, 7 except (jt=lb) 6=172, 8=172. September 24,2021 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 2931956-PSLP-5302 Truss V4 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T25449693 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Sep 23 16:35:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:qIl8wLVNi6YkTT7fiBJ8hFyw6EN-r11e_JtsSVi6yv1MiEo2cb5CIe4oCn_XuaOCDcyahhW Scale = 1:14.2 1 2 3 4 2x4 4x6 2x4 2x4 0-0-8 0-0-8 6-11-0 6-10-8 3-5-8 3-5-8 6-11-0 3-5-8 0-0-41-8-120-0-46.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.14 0.03 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: 21 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=6-10-0, 3=6-10-0, 4=6-10-0 Max Horz 1=62(LC 7) Max Uplift 1=-67(LC 8), 3=-67(LC 8), 4=-65(LC 8) Max Grav 1=106(LC 13), 3=115(LC 14), 4=208(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. September 24,2021 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