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HomeMy WebLinkAboutTRUSS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2806272-PSLP - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 30 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: JORGENSEN Model: . Subdivision: . Address: 4910 MYRTLE DRIVE, . 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: June 16,2021 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T24357373 A1 Date 6/16/212T24357374A26/16/213T24357375A36/16/214T24357376A46/16/215T24357377B16/16/216T24357378B26/16/217T24357379B36/16/218T24357380B46/16/219T24357381B56/16/2110T24357382B66/16/2111T24357383B76/16/2112T24357384B86/16/2113T24357385C16/16/2114T24357386C26/16/2115T24357387CJ16/16/2116T24357388CJ36/16/2117T24357389CJ56/16/2118T24357390D16/16/2119T24357391EJ36/16/2120T24357392EJ76/16/2121T24357393HJ36/16/2122T24357394HJ76/16/21 No.Seal#Truss Name 23 T24357395 V1 Date 6/16/2124T24357396V26/16/2125T24357397V36/16/2126T24357398V46/16/2127T24357399V56/16/2128T24357400V66/16/2129T24357401V76/16/2130T24357402V86/16/21 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 2806272-PSLP Truss A1 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T24357373 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-OxRIIV0W4yX7K8xz?_FoW8ptZOmqmx1SSeUa4Jz5zyO Scale = 1:59.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 17 18 19 16 5x6 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 6x8 5x8 5x6 3x6 5x8 3x4 3x4 4x6 3x6 2x4 2x4 6x8 8-11-14 8-11-14 17-6-0 8-6-2 26-0-2 8-6-2 30-10-13 4-10-12 33-5-0 2-6-3 6-3-1 6-3-1 11-9-15 5-6-14 17-6-0 5-8-1 23-2-1 5-8-1 28-8-15 5-6-14 30-10-13 2-1-15 33-5-0 2-6-3 0-4-39-1-30-9-73-10-66.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-5-7,Edge], [13:0-3-0,0-3-4], [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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 1.00 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.73 0.49 0.45 (loc) 14-15 14-15 16 14-15 l/defl >999 >541 n/a >885 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-16: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-7-10, 16=0-6-10 Max Horz 1=-366(LC 10) Max Uplift 1=-578(LC 12), 16=-580(LC 12) Max Grav 1=1216(LC 1), 16=1216(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3985/2326, 2-4=-3663/2101, 4-5=-2549/1500, 5-6=-2550/1532, 6-8=-3184/1866, 8-9=-2308/1462, 9-10=-2341/1417 BOT CHORD 1-15=-2084/3847, 14-15=-1700/3209, 13-14=-1514/2817, 12-13=-1624/2756 WEBS 6-14=-706/592, 4-15=-197/565, 4-14=-901/704, 5-14=-1041/1933, 6-13=-9/308, 8-13=-34/256, 2-15=-305/393, 11-16=-1216/746, 10-11=-1179/744, 10-12=-1224/2069, 8-12=-886/524 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) 0-3-13 to 6-0-9, Interior(1) 6-0-9 to 17-6-0, Exterior(2R) 17-6-0 to 23-6-0, Interior(1) 23-6-0 to 33-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=578, 16=580. June 16,2021 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 2806272-PSLP Truss A2 Truss Type Scissor Qty 4 Ply 1 Job Reference (optional) T24357374 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KKZ2jB2mbanrZS5L7PIGbZuAwCTbErvlwyzg8Bz5zyM Scale = 1:61.0 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 ST1.5x8 STP 4x6 3x6 5x8 5x8 6x8 3x4 2x4 3x4 2x4 4x6 4x6 8-11-14 8-11-14 17-6-0 8-6-2 26-0-2 8-6-2 35-0-0 8-11-14 6-3-1 6-3-1 11-9-15 5-6-14 17-6-0 5-8-1 23-2-1 5-8-1 28-8-15 5-6-14 35-0-0 6-3-1 0-4-39-1-30-4-34-2-106.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-0-15,Edge], [9:0-0-15,Edge], [10:0-4-0,0-3-4], [12:0-4-0,0-3-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.85 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.90 0.60 0.57 (loc) 11 10-11 9 11 l/defl >932 >462 n/a >729 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-0-3 oc bracing. REACTIONS. (size)1=0-7-10, 9=Mechanical Max Horz 1=386(LC 11) Max Uplift 1=-610(LC 12), 9=-610(LC 12) Max Grav 1=1281(LC 1), 9=1281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4199/2410, 2-4=-3889/2181, 4-5=-2821/1586, 5-6=-2820/1617, 6-8=-3966/2239, 8-9=-4285/2519 BOT CHORD 1-12=-2088/4055, 11-12=-1712/3437, 10-11=-1666/3303, 9-10=-2184/3872 WEBS 5-11=-1113/2173, 6-11=-940/721, 6-10=-226/611, 8-10=-371/429, 4-11=-895/700, 4-12=-193/558, 2-12=-291/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) 0-3-13 to 6-0-9, Interior(1) 6-0-9 to 17-6-0, Exterior(2R) 17-6-0 to 23-6-0, Interior(1) 23-6-0 to 34-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=610, 9=610. June 16,2021 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 2806272-PSLP Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24357375 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Gihp7s307B1ZolFkEqKkh__Xa095ioF1NGSnD4z5zyK Scale = 1:62.2 1 2 3 4 5 6 7 8 9 1013 12 11 14 15 4x6 ST1.5x8 STP 3x6 4x4 4x4 3x6 4x6 5x8 4x12 5x8 3x4 2x4 3x4 2x4 8-11-14 8-11-14 15-11-0 6-11-2 17-6-0 1-7-0 19-1-0 1-7-0 26-0-2 6-11-2 35-0-0 8-11-14 6-3-1 6-3-1 11-9-15 5-6-14 15-11-0 4-1-1 19-1-0 3-2-0 23-2-1 4-1-1 28-8-15 5-6-14 35-0-0 6-3-1 0-4-38-3-110-4-34-2-106.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-0-15,Edge], [10:0-0-15,Edge], [11:0-4-0,0-3-4], [12:0-6-0,0-2-8], [13:0-4-0,0-3-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.85 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.89 0.59 0.56 (loc) 12 11-12 10 12 l/defl >947 >468 n/a >741 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. REACTIONS. (size)1=0-7-10, 10=Mechanical Max Horz 1=352(LC 11) Max Uplift 1=-610(LC 12), 10=-610(LC 12) Max Grav 1=1281(LC 1), 10=1281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4196/2413, 2-4=-3886/2175, 4-5=-2840/1577, 5-6=-2934/1675, 6-7=-2840/1578, 7-9=-3963/2205, 9-10=-4290/2476 BOT CHORD 1-13=-2105/4027, 12-13=-1641/3381, 11-12=-1636/3290, 10-11=-2160/3878 WEBS 7-12=-875/659, 7-11=-238/624, 5-12=-573/1162, 6-12=-579/1161, 9-11=-389/444, 4-12=-833/640, 4-13=-204/560, 2-13=-310/402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) 0-3-13 to 6-0-9, Interior(1) 6-0-9 to 15-11-0, Exterior(2E) 15-11-0 to 19-1-0, Exterior(2R) 19-1-0 to 27-6-13, Interior(1) 27-6-13 to 34-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=610, 10=610. June 16,2021 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 2806272-PSLP Truss A4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24357376 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-D5oZYY5HfoHH23P7MFMCmP3tYpqBAeBKraxuHyz5zyI Scale = 1:63.0 1 2 3 4 5 613 12 11 10 9 8 7 14 15 16 17 18 19 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 5x8 5x6 WB 5x8 5x6 WB 4x4 2x4 4x4 4x4 4x4 2x4 7-2-6 7-2-6 13-11-0 6-8-10 17-6-0 3-7-0 21-1-0 3-7-0 27-9-10 6-8-10 34-11-0 7-1-6 7-2-6 7-2-6 13-11-0 6-8-10 21-1-0 7-2-0 27-9-10 6-8-10 34-11-0 7-1-6 0-4-37-3-110-4-114-2-106.00 12 3.00 12 Plate Offsets (X,Y)-- [1:0-5-7,Edge], [3:0-5-8,0-2-4], [4:0-5-8,0-2-4], [6:0-4-6,Edge], [10:0-3-10,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.94 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.80 0.60 0.55 (loc) 10 10 6 10 l/defl >957 >516 n/a >756 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 10-12,8-10: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)1=0-7-10, 6=0-6-10 Max Horz 1=-307(LC 10) Max Uplift 1=-604(LC 12), 6=-604(LC 12) Max Grav 1=1270(LC 1), 6=1270(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4202/2474, 2-3=-3300/1910, 3-4=-3826/2196, 4-5=-3297/1896, 5-6=-4185/2452 BOT CHORD 1-13=-2158/3974, 11-13=-2156/3969, 10-11=-1425/2982, 9-10=-1399/2974, 7-9=-2123/3739, 6-7=-2124/3743 WEBS 2-13=0/292, 2-11=-959/712, 3-11=-154/405, 3-10=-556/1188, 4-10=-568/1293, 4-9=-152/404, 5-9=-965/704, 5-7=0/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 13-11-0, Exterior(2E) 13-11-0 to 21-1-0, Exterior(2R) 21-1-0 to 29-6-13, Interior(1) 29-6-13 to 34-7-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=604, 6=604. June 16,2021 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 2806272-PSLP Truss B1 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T24357377 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-dgUhBa79yjfrvW7h1NwvO1hSg1q3N0wnXY9YuHz5zyF Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 3x6 ST1.5x8 STP ST1.5x8 STP 3x6 4x6 3x6 3x4 2x4 3x4 3x8 4x6 3x4 3x4 2x4 4x6 3x6 8-3-12 8-3-12 17-6-0 9-2-4 26-8-4 9-2-4 35-0-0 8-3-12 -1-0-0 1-0-0 5-8-11 5-8-11 10-10-13 5-2-3 17-6-0 6-7-3 24-1-3 6-7-3 29-3-5 5-2-3 35-0-0 5-8-11 36-0-0 1-0-0 0-4-39-1-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.99 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.46 0.11 0.17 (loc) 12-14 12-14 10 14 l/defl >999 >897 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 REACTIONS. (size)10=0-7-10, 2=0-7-10 Max Horz 2=-402(LC 10) Max Uplift 10=-702(LC 12), 2=-702(LC 12) Max Grav 10=1610(LC 18), 2=1610(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2747/1364, 3-5=-2577/1309, 5-6=-1725/1051, 6-7=-1725/1051, 7-9=-2578/1309, 9-10=-2747/1364 BOT CHORD 2-16=-1065/2661, 14-16=-868/2231, 12-14=-860/1940, 10-12=-1057/2360 WEBS 3-16=-256/273, 5-16=-126/592, 6-14=-546/1169, 5-14=-825/545, 7-14=-825/545, 7-12=-126/593, 9-12=-257/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 23-6-0, Interior(1) 23-6-0 to 36-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=702, 2=702. June 16,2021 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 2806272-PSLP Truss B2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24357378 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-5s24Ow8nj1niWgiub5R8wFEg6QBA6SNwlCv5Qkz5zyE Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 4x6 3x6 3x4 2x4 3x4 3x4 3x4 3x4 3x4 2x4 4x6 3x6 8-3-12 8-3-12 16-1-0 7-9-4 18-11-0 2-10-0 26-8-4 7-9-4 35-0-0 8-3-12 -1-0-0 1-0-0 5-8-11 5-8-11 10-10-13 5-2-3 16-1-0 5-2-3 18-11-0 2-10-0 24-1-3 5-2-3 29-3-5 5-2-3 35-0-0 5-8-11 36-0-0 1-0-0 0-4-38-4-110-4-38-4-116.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.93 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.48 0.11 -0.26 (loc) 16-18 16-18 11 16-18 l/defl >999 >857 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 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 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)11=0-7-10, 2=0-7-10 Max Horz 2=371(LC 11) Max Uplift 11=-702(LC 12), 2=-702(LC 12) Max Grav 11=1627(LC 18), 2=1627(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2789/1349, 3-5=-2616/1294, 5-6=-1821/1070, 6-7=-1579/1019, 7-8=-1821/1070, 8-10=-2616/1294, 10-11=-2789/1349 BOT CHORD 2-18=-1067/2676, 16-18=-825/2229, 15-16=-502/1703, 13-15=-838/1953, 11-13=-1080/2398 WEBS 3-18=-268/289, 5-18=-135/615, 5-16=-771/490, 6-16=-272/627, 7-15=-272/627, 8-15=-771/490, 8-13=-135/616, 10-13=-269/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 16-1-0, Exterior(2E) 16-1-0 to 18-11-0, Exterior(2R) 18-11-0 to 27-4-13, Interior(1) 27-4-13 to 36-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=702, 2=702. June 16,2021 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 2806272-PSLP Truss B3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24357379 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1FAqpb91Fe1Qm_sGiWTc?gJx2EtZaTuDDWOCVcz5zyC Scale = 1:64.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 5x8 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 5x8 5x6 WB 4x4 2x4 3x4 3x4 2x4 5x6 WB4x4 7-9-4 7-9-4 15-0-0 7-2-12 20-0-0 5-0-0 27-2-12 7-2-12 35-0-0 7-9-4 -1-0-0 1-0-0 7-9-4 7-9-4 15-0-0 7-2-12 20-0-0 5-0-0 27-2-12 7-2-12 35-0-0 7-9-4 36-0-0 1-0-0 0-4-37-10-30-4-37-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-4-0,0-3-0], [6:0-4-0,0-3-0], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.94 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.62 0.12 -0.57 (loc) 12-14 12-14 7 12-14 l/defl >870 >669 n/a >725 L/d 360 240 n/a 240 PLATES MT20 Weight: 172 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-11 REACTIONS. (size)7=0-7-10, 2=0-7-10 Max Horz 2=-348(LC 10) Max Uplift 7=-702(LC 12), 2=-702(LC 12) Max Grav 7=1612(LC 18), 2=1612(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2755/1359, 3-4=-1931/1111, 4-5=-1651/1073, 5-6=-1931/1111, 6-7=-2755/1359 BOT CHORD 2-14=-1058/2604, 12-14=-1059/2597, 11-12=-583/1767, 9-11=-1070/2337, 7-9=-1069/2344 WEBS 3-14=0/356, 3-12=-957/557, 4-12=-195/583, 5-11=-195/583, 6-11=-957/557, 6-9=0/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 20-0-0, Exterior(2R) 20-0-0 to 28-5-13, Interior(1) 28-5-13 to 36-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=702, 2=702. June 16,2021 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 2806272-PSLP Truss B4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24357380 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-WRkC0xAg0y9HN8RTGD_rYtr7?eD8JrjMSA7m12z5zyB Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 4x6 3x6 6-9-4 6-9-4 13-0-0 6-2-12 22-0-0 9-0-0 28-2-12 6-2-12 35-0-0 6-9-4 -1-0-0 1-0-0 6-9-4 6-9-4 13-0-0 6-2-12 17-6-0 4-6-0 22-0-0 4-6-0 28-2-12 6-2-12 35-0-0 6-9-4 36-0-0 1-0-0 0-4-36-10-30-4-36-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.92 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.52 0.12 0.17 (loc) 12-13 12-13 8 12-13 l/defl >999 >787 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 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 2-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=304(LC 11) Max Uplift 8=-702(LC 12), 2=-702(LC 12) Max Grav 8=1599(LC 18), 2=1599(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2747/1423, 3-4=-2112/1202, 4-5=-1864/1162, 5-6=-1864/1162, 6-7=-2112/1202, 7-8=-2748/1423 BOT CHORD 2-15=-1126/2572, 13-15=-1126/2572, 12-13=-797/1966, 10-12=-1137/2345, 8-10=-1137/2345 WEBS 3-15=0/252, 3-13=-704/470, 4-13=-269/689, 5-13=-271/190, 5-12=-271/190, 6-12=-269/688, 7-12=-705/470, 7-10=0/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 22-0-0, Exterior(2R) 22-0-0 to 30-5-13, Interior(1) 30-5-13 to 36-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=702, 2=702. June 16,2021 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 2806272-PSLP Truss B5 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T24357381 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-SqrzRdCwXZQ?dRbrOe1JdIxUbRtInqIfvUcs6xz5zy9 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 25 26 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 4x6 3x6 3x4 2x4 3x8 2x4 3x4 2x4 4x6 3x6 9-0-4 9-0-4 17-6-0 8-5-12 25-11-12 8-5-12 35-0-0 9-0-4 -1-0-0 1-0-0 6-3-13 6-3-13 11-0-0 4-8-3 17-6-0 6-6-0 24-0-0 6-6-0 28-8-3 4-8-3 35-0-0 6-3-13 36-0-0 1-0-0 0-4-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [6:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 1.00 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.40 0.11 0.19 (loc) 12-14 12-14 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 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 2-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=-261(LC 10) Max Uplift 8=-702(LC 12), 2=-702(LC 12) Max Grav 8=1603(LC 18), 2=1603(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2697/1418, 3-4=-2507/1345, 4-5=-2289/1372, 5-6=-2289/1372, 6-7=-2508/1345, 7-8=-2697/1418 BOT CHORD 2-14=-1118/2512, 12-14=-805/2084, 10-12=-815/1922, 8-10=-1129/2317 WEBS 3-14=-323/366, 4-14=-208/634, 4-12=-262/598, 5-12=-401/409, 6-12=-262/598, 6-10=-208/635, 7-10=-323/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 24-0-0, Exterior(2R) 24-0-0 to 32-5-13, Interior(1) 32-5-13 to 36-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=702, 2=702. June 16,2021 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 2806272-PSLP Truss B6 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T24357382 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-w0PLfzDYItYsEbA2xMYYAWTbXrFJWA5o88MQeNz5zy8 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x6 3x4 2x4 3x8 5x8 3x4 2x4 3x6 3x6 9-0-0 9-0-0 17-6-0 8-6-0 26-0-0 8-6-0 35-0-0 9-0-0 -1-0-0 1-0-0 6-4-4 6-4-4 9-0-0 2-7-12 17-6-0 8-6-0 26-0-0 8-6-0 28-7-12 2-7-12 35-0-0 6-4-4 36-0-0 1-0-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [5:0-4-0,0-3-0], [6:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.88 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.11 0.23 (loc) 12 2-14 8 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5,5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-5-4 oc bracing. REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=-217(LC 10) Max Uplift 2=-702(LC 12), 8=-702(LC 12) Max Grav 2=1343(LC 1), 8=1343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2292/1374, 3-4=-2111/1311, 4-5=-2498/1606, 5-6=-2498/1606, 6-7=-2110/1311, 7-8=-2292/1374 BOT CHORD 2-14=-1066/1982, 12-14=-881/1864, 10-12=-877/1864, 8-10=-1074/1975 WEBS 3-14=-262/299, 4-14=-148/413, 4-12=-457/812, 5-12=-526/518, 6-12=-457/812, 6-10=-148/413, 7-10=-263/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-6-0, Interior(1) 17-6-0 to 26-0-0, Exterior(2R) 26-0-0 to 34-8-3, Interior(1) 34-8-3 to 36-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=702, 8=702. June 16,2021 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 2806272-PSLP Truss B7 Truss Type Hip Girder Qty 2 Ply 1 Job Reference (optional) T24357383 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sPX53fEoqUoaUvJQ3ma0FxZ?afwg_7r5bSrXiGz5zy6 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 8x10 ST1.5x8 STP ST1.5x8 STP 6x8 8x10 5x8 6x8 2x4 5x12 3x6 6x8 5x6 2x4 6x8 5x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 13-11-7 6-11-7 21-0-9 7-1-3 28-0-0 6-11-7 35-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 13-11-7 6-11-7 21-0-9 7-1-3 28-0-0 6-11-7 35-0-0 7-0-0 36-0-0 1-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge], [3:0-7-12,0-3-4], [5:0-4-0,Edge], [6:0-3-8,0-4-4], [7:0-7-12,0-3-4], [8:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.96 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.64 0.16 0.50 (loc) 12-13 12-13 8 12-13 l/defl >999 >647 n/a >827 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5,5-7: 2x6 SP M 26 BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-13,6-13,7-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-11 oc bracing. WEBS 1 Row at midpt 3-13, 7-12 REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=172(LC 24) Max Uplift 2=-1509(LC 8), 8=-1509(LC 8) Max Grav 2=2773(LC 29), 8=2773(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5470/2858, 3-4=-7341/3959, 4-6=-7339/3957, 6-7=-7347/3966, 7-8=-5470/2857 BOT CHORD 2-15=-2391/4897, 13-15=-2388/4871, 12-13=-3737/7375, 10-12=-2388/4742, 8-10=-2390/4767 WEBS 3-15=-64/696, 3-13=-1496/2940, 4-13=-910/830, 6-12=-925/832, 7-12=-1504/2948, 7-10=-61/696 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1509, 8=1509. 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) 346 lb down and 364 lb up at 7-0-0, and 346 lb down and 364 lb up at 28-0-0 on top chord, and 335 lb down and 152 lb up at 7-0-0, and 335 lb down and 152 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 June 16,2021 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 2806272-PSLP Truss B7 Truss Type Hip Girder Qty 2 Ply 1 Job Reference (optional) T24357383 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:43 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sPX53fEoqUoaUvJQ3ma0FxZ?afwg_7r5bSrXiGz5zy6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-157(B) 7=-157(B) 15=-321(B) 10=-321(B) 16=-107(B) 17=-107(B) 18=-107(B) 19=-107(B) 20=-107(B) 21=-107(B) 22=-107(B) 23=-107(B) 24=-107(B) 25=-107(B) 26=-57(B) 27=-57(B) 28=-57(B) 29=-57(B) 30=-57(B) 31=-57(B) 32=-57(B) 33=-57(B) 34=-57(B) 35=-57(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 2806272-PSLP Truss B8 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24357384 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-onfsUKG3M62HjDTpABcUKMeLCSdzS6FO3lKdn8z5zy4 Scale = 1:63.3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 243x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 4x6 3x6 3x4 2x4 3x8 2x4 3x4 2x4 4x6 9-0-4 9-0-4 11-11-0 2-10-12 17-6-0 5-7-0 23-1-0 5-7-0 25-11-12 2-10-12 35-0-0 9-0-4 6-3-13 6-3-13 11-0-0 4-8-3 11-11-0 0-11-0 17-6-0 5-7-0 23-1-0 5-7-0 24-0-0 0-11-0 28-8-3 4-8-3 35-0-0 6-3-13 36-0-0 1-0-0 0-4-36-3-110-4-36-3-116.00 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [3:0-3-0,0-2-0], [5:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.84 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.39 0.10 0.17 (loc) 9-11 9-11 7 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. REACTIONS. (size)1=0-7-10, 7=0-7-10 Max Horz 1=-274(LC 10) Max Uplift 1=-603(LC 12), 7=-704(LC 12) Max Grav 1=1540(LC 17), 7=1614(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2743/1447, 2-3=-2544/1368, 3-4=-2132/1309, 4-5=-2132/1309, 5-6=-2534/1372, 6-7=-2731/1450 BOT CHORD 1-13=-1152/2572, 11-13=-777/2029, 9-11=-794/1872, 7-9=-1163/2349 WEBS 2-13=-360/403, 3-11=-190/517, 4-11=-338/346, 5-11=-201/520, 3-13=-247/700, 5-9=-240/690, 6-9=-354/398 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) 0-3-13 to 6-2-9, Interior(1) 6-2-9 to 11-11-0, Exterior(2R) 11-11-0 to 20-4-13, Interior(1) 20-4-13 to 23-1-0, Exterior(2R) 23-1-0 to 31-6-13, Interior(1) 31-6-13 to 36-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=603, 7=704. June 16,2021 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 2806272-PSLP Truss C1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T24357385 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-HzCEigGh7PA8LM2?kv8jtZBa?s08BTHYHP3BJbz5zy3 Scale = 1:34.3 1 2 3 4 5 6 7 8 14 13 12 11 10 915161718 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x4 3x4 3x6 3x6 5x8 3x6 5x8 3x6 3x4 7x10 2x4 HTU26 HTU26 HTU26 HTU26 HTU261-4-04-7-0 4-7-0 4-10-7 0-3-7 4-11-3 0-0-12 12-1-0 7-1-13 14-2-13 2-1-13 14-3-9 0-0-12 16-8-0 2-4-7 -1-0-0 1-0-0 4-7-0 4-7-0 12-1-0 7-6-0 14-3-9 2-2-9 16-8-0 2-4-7 17-8-0 1-0-0 0-4-32-7-113-11-110-4-33-11-116.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [10:0-4-4,0-1-8], [11:0-5-0,0-4-12] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.59 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 -0.01 0.14 (loc) 11-12 11-12 7 11-12 l/defl >999 >567 n/a >790 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* 4-12,6-10: 2x6 SP No.2, 10-12: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-8-0 except (jt=length) 12=0-7-14, 10=0-7-14. (lb) - Max Horz 2=122(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except 2=-364(LC 8), 12=-1458(LC 5), 10=-1893(LC 8), 7=-247(LC 25) Max Grav All reactions 250 lb or less at joint(s) 7 except 2=587(LC 1), 12=2983(LC 1), 10=3970(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-829/402, 3-4=-666/399, 4-5=-2154/1153, 5-6=-2394/1240 BOT CHORD 2-14=-346/678, 13-14=-350/665, 12-13=-741/419, 4-13=-875/513, 11-12=-389/849, 9-10=-3919/1855, 6-9=-3893/1873 WEBS 5-11=-537/871, 6-11=-1624/3447, 4-11=-707/1478 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 2, 1458 lb uplift at joint 12, 1893 lb uplift at joint 10 and 247 lb uplift at joint 7. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 5-9-12 from the left end to 13-8-4 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 June 16,2021 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 2806272-PSLP Truss C1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T24357385 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:46 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-HzCEigGh7PA8LM2?kv8jtZBa?s08BTHYHP3BJbz5zy3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-8=-54, 2-13=-20, 10-12=-20, 7-9=-20 Concentrated Loads (lb) Vert: 11=-1261(F) 15=-1261(F) 16=-1261(F) 17=-1261(F) 18=-1261(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 2806272-PSLP Truss C2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24357386 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-DMK_7MIxf1QsagCOsKABy_GzhgpUfWXqljYHOTz5zy1 Scale = 1:32.6 1 2 3 4 5 6 7 8 9 16 14 15 13 12 1011 17 18 19 20 21 22 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x4 3x4 4x12 2x4 2x4 2x4 2x4 4x12 3x4 2x4 2x4 2x4 3x4 Special NAILED NAILED NAILED NAILED NAILED Special Special NAILED Special1-4-03-0-0 3-0-0 6-5-6 3-5-6 6-5-7 0-0-1 9-7-0 3-1-9 12-8-9 3-1-9 16-8-0 3-11-7 -1-0-0 1-0-0 3-0-0 3-0-0 6-5-7 3-5-7 9-7-0 3-1-9 12-8-9 3-1-9 13-8-0 0-11-7 16-8-0 3-0-0 17-8-0 1-0-0 0-4-31-10-33-2-30-4-33-2-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.15 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 8-10 8-10 8 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-15,6-12: 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: 14-15,10-12. JOINTS 1 Brace at Jt(s): 11 REACTIONS.All bearings 6-3-3 except (jt=length) 2=0-8-0, 8=0-8-0. (lb) - Max Horz 2=87(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except 2=-215(LC 8), 15=-262(LC 5), 12=-197(LC 4), 8=-176(LC 8) Max Grav All reactions 250 lb or less at joint(s) 8 except 2=332(LC 29), 15=541(LC 29), 15=478(LC 1), 12=431(LC 29), 12=372(LC 1), 13=262(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-338/106 BOT CHORD 2-16=-80/288, 14-16=-73/296, 14-15=-516/274, 10-12=-405/209 WEBS 3-14=-345/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 2, 262 lb uplift at joint 15, 197 lb uplift at joint 12 and 176 lb uplift at joint 8. 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) 221 lb down and 175 lb up at 3-0-0, and 221 lb down and 175 lb up at 13-8-0 on top chord, and 40 lb down at 3-0-0, and 40 lb down at 13-7-4 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, 3-7=-54, 7-9=-54, 2-14=-20, 12-15=-20, 8-10=-20, 10-14=-20 Continued on page 2 June 16,2021 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 2806272-PSLP Truss C2 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24357386 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:48 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-DMK_7MIxf1QsagCOsKABy_GzhgpUfWXqljYHOTz5zy1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-3(B) 7=-3(B) 16=-16(B) 21=-6(B) 22=-16(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 2806272-PSLP Truss CJ1 Truss Type Corner Jack Qty 16 Ply 1 Job Reference (optional) T24357387 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-hYuMKiJZQKYjCqnaP1hQUCp8H4BtO_H_zNIrwwz5zy0 Scale = 1:7.0 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 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.14 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 12) Max Uplift 3=-8(LC 1), 2=-141(LC 12) Max Grav 3=25(LC 12), 2=128(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=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(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 141 lb uplift at joint 2. June 16,2021 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 2806272-PSLP Truss CJ3 Truss Type Corner Jack Qty 12 Ply 1 Job Reference (optional) T24357388 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-9lSlX2KBBegaq_MmzlCf1PLI4TW27RX7C11OSMz5zy? Scale: 1"=1' 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 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=119(LC 12) Max Uplift 3=-55(LC 12), 2=-148(LC 12) Max Grav 3=71(LC 17), 2=191(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=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(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 3 and 148 lb uplift at joint 2. June 16,2021 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 2806272-PSLP Truss CJ5 Truss Type Corner Jack Qty 12 Ply 1 Job Reference (optional) T24357389 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-9lSlX2KBBegaq_MmzlCf1PLBYTT87RX7C11OSMz5zy? Scale = 1:19.2 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.68 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 12) Max Uplift 3=-125(LC 12), 2=-158(LC 12) Max Grav 3=146(LC 17), 2=261(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=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(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 3 and 158 lb uplift at joint 2. June 16,2021 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 2806272-PSLP Truss D1 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24357390 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-57aVykLSjFwI3HV959E76qRSSH2lbJ5QgLWVWEz5zxz Scale = 1:30.0 1 2 3 4 6 5 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x4 2x4 2x4 Special Special Special Special 7-0-0 7-0-0 9-0-0 2-0-0 16-0-0 7-0-0 7-0-0 7-0-0 9-0-0 2-0-0 16-0-0 7-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-10,0-1-8], [4:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.77 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 0.04 0.15 (loc) 1-6 1-6 4 1-6 l/defl >999 >829 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. REACTIONS. (size)1=0-7-10, 4=0-7-10 Max Horz 1=154(LC 24) Max Uplift 1=-588(LC 8), 4=-588(LC 8) Max Grav 1=1086(LC 29), 4=1086(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1898/1059, 2-3=-1614/1018, 3-4=-1898/1059 BOT CHORD 1-6=-824/1648, 5-6=-828/1664, 4-5=-824/1643 WEBS 2-6=-132/507, 3-5=-132/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 588 lb uplift at joint 1 and 588 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 346 lb down and 364 lb up at 7-0-0, and 346 lb down and 364 lb up at 9-0-0 on top chord, and 335 lb down and 152 lb up at 7-0-0, and 335 lb down and 152 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-4=-54, 1-4=-20 Concentrated Loads (lb) Vert: 2=-157(F) 3=-157(F) 6=-321(F) 5=-321(F) June 16,2021 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 2806272-PSLP Truss EJ3 Truss Type Jack-Open Qty 7 Ply 1 Job Reference (optional) T24357391 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ZK8tA4M4UZ29hR4LetmMf2zoEhXmKoGau?G22hz5zxy Scale: 1"=1' 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-31-10-31-9-71-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 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=0-8-0, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-54(LC 12), 2=-149(LC 12) Max Grav 3=70(LC 17), 2=192(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=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(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3 and 149 lb uplift at joint 2. June 16,2021 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 2806272-PSLP Truss EJ7 Truss Type Jack-Open Qty 26 Ply 1 Job Reference (optional) T24357392 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ZK8tA4M4UZ29hR4LetmMf2zfYhNZKoGau?G22hz5zxy Scale = 1:24.8 1 2 5 3 43x8 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.18 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >983 >438 n/a >502 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 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=226(LC 12) Max Uplift 3=-165(LC 12), 2=-175(LC 12) Max Grav 3=201(LC 17), 2=336(LC 17), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 3 and 175 lb uplift at joint 2. June 16,2021 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 2806272-PSLP Truss HJ3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T24357393 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-2WhFNPNiEtA0IbfXCaHbBFWxX5sF3FWj7f?ca7z5zxx Scale: 1"=1' 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 4-2-3 4-2-3 -1-5-0 1-5-0 4-2-3 4-2-3 0-4-31-9-144.24 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=118(LC 8) Max Uplift 3=-78(LC 8), 2=-231(LC 8) Max Grav 3=68(LC 1), 2=225(LC 1), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 3 and 231 lb uplift at joint 2. 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: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) June 16,2021 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 2806272-PSLP Truss HJ7 Truss Type Diagonal Hip Girder Qty 6 Ply 1 Job Reference (optional) T24357394 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-WiFeblNK?AItwlEkmIoqkT34aU8?ocRsMJl97Zz5zxw Scale = 1:22.8 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 5-1-9 5-1-9 9-10-1 4-8-7 -1-5-0 1-5-0 5-1-9 5-1-9 9-10-1 4-8-7 0-4-33-9-144.24 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.41 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 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 9-5-5 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=225(LC 24) Max Uplift 4=-134(LC 8), 2=-331(LC 8), 6=-135(LC 8) Max Grav 4=144(LC 28), 2=444(LC 1), 6=319(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-746/277 BOT CHORD 2-7=-385/651, 6-7=-385/651 WEBS 3-7=0/270, 3-6=-703/416 NOTES- 1) Wind: ASCE 7-16; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 4, 331 lb uplift at joint 2 and 135 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) June 16,2021 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 2806272-PSLP Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24357395 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-S5NO?RPaXoZb93O6tjqIpu8UuIttGaY9pdEGBSz5zxu Scale = 1:29.6 1 2 3 4 5 6 11 10 9 8 7 12 13 3x4 4x4 4x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 7-4-8 7-4-0 10-10-8 3-6-0 18-3-0 7-4-8 7-4-8 7-4-8 10-10-8 3-6-0 18-3-0 7-4-8 0-0-43-8-40-0-43-8-46.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.19 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-2-0. (lb) - Max Horz 1=-147(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 10, 8 except 11=-203(LC 12), 7=-203(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 11=360(LC 17), 7=360(LC 18), 10=291(LC 17), 8=274(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-278/370, 5-7=-278/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-4-8, Exterior(2E) 7-4-8 to 17-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 10, 8 except (jt=lb) 11=203, 7=203. June 16,2021 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 2806272-PSLP Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24357396 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-wHxmDnQDI5hRnCzJRQLXM5hYJi7H?0UJ2Hzpjuz5zxt Scale = 1:25.6 1 2 3 4 5 6 7 8 3x8 4x6 3x8 2x4 0-0-8 0-0-8 14-3-0 14-2-8 7-1-8 7-1-8 14-3-0 7-1-8 0-0-43-6-120-0-46.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.63 0.13 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: 47 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=14-2-0, 3=14-2-0, 4=14-2-0 Max Horz 1=-141(LC 10) Max Uplift 1=-120(LC 12), 3=-120(LC 12), 4=-217(LC 12) Max Grav 1=221(LC 17), 3=241(LC 18), 4=532(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-323/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-1-8, Exterior(2R) 7-1-8 to 13-1-8, Interior(1) 13-1-8 to 13-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=120, 3=120, 4=217. June 16,2021 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 2806272-PSLP Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24357397 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-wHxmDnQDI5hRnCzJRQLXM5hdAi8T?1pJ2Hzpjuz5zxt Scale = 1:18.4 1 2 3 4 3x6 4x6 3x6 2x4 0-0-8 0-0-8 10-3-0 10-2-8 5-1-8 5-1-8 10-3-0 5-1-8 0-0-42-6-120-0-46.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.55 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-2-0, 3=10-2-0, 4=10-2-0 Max Horz 1=-98(LC 10) Max Uplift 1=-84(LC 12), 3=-84(LC 12), 4=-149(LC 12) Max Grav 1=153(LC 17), 3=167(LC 18), 4=369(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-225/363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=149. June 16,2021 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 2806272-PSLP Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24357398 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:49:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-OUV8Q7Qr3PpIPMYV?7smuJDqA6ahkUaSHxjNGLz5zxs Scale = 1:13.3 1 2 3 4 2x4 4x4 2x4 2x4 0-0-8 0-0-8 6-3-0 6-2-8 3-1-8 3-1-8 6-3-0 3-1-8 0-0-41-6-120-0-46.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.11 0.08 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: 19 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=6-2-0, 3=6-2-0, 4=6-2-0 Max Horz 1=-54(LC 10) Max Uplift 1=-59(LC 12), 3=-59(LC 12), 4=-57(LC 12) Max Grav 1=94(LC 17), 3=102(LC 18), 4=184(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-127/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. June 16,2021 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 2806272-PSLP Truss V5 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T24357399 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:50:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sg3XeTRTqjx90W7hYrO?RWm1tVvmTy?bVbSwonz5zxr Scale: 1.5"=1' 1 2 3 2x4 3x6 2x4 0-0-8 0-0-8 4-3-0 4-2-8 2-1-8 2-1-8 4-3-0 2-1-8 0-0-41-0-120-0-46.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-2-0, 3=4-2-0 Max Horz 1=-33(LC 10) Max Uplift 1=-53(LC 12), 3=-53(LC 12) Max Grav 1=111(LC 1), 3=111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 16,2021 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 2806272-PSLP Truss V6 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24357400 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:50:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KscvrpS5b030eghu6YvE_kIAivB7CPFlkFCTKDz5zxq Scale = 1:12.6 1 2 3 2x4 3x6 2x4 0-0-8 0-0-8 5-9-0 5-8-8 2-10-8 2-10-8 5-9-0 2-10-8 0-0-41-5-40-0-46.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.43 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: 16 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 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-8-0, 3=5-8-0 Max Horz 1=-49(LC 10) Max Uplift 1=-79(LC 12), 3=-79(LC 12) Max Grav 1=166(LC 1), 3=166(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-162/311, 2-3=-162/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. June 16,2021 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 2806272-PSLP Truss V7 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24357401 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:50:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-p2AH39TjMKBtGqG4gGQTWxrJiJWExrtuzvx1sfz5zxp Scale = 1:18.8 1 2 3 4 3x4 4x4 3x4 2x4 0-0-8 0-0-8 9-9-0 9-8-8 4-10-8 4-10-8 9-9-0 4-10-8 0-0-42-5-40-0-46.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.50 0.10 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: 31 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=9-8-0, 3=9-8-0, 4=9-8-0 Max Horz 1=-92(LC 10) Max Uplift 1=-79(LC 12), 3=-79(LC 12), 4=-141(LC 12) Max Grav 1=144(LC 17), 3=158(LC 18), 4=348(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-212/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=141. June 16,2021 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 2806272-PSLP Truss V8 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T24357402 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 15 16:50:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-HFkfGUUL7eJkt_rGEzxi39OWgjxCgIp2BZhaP6z5zxo Scale = 1:24.8 1 2 3 4 5 8 7 63x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 13-9-0 13-9-0 6-10-8 6-10-8 13-9-0 6-10-8 0-0-43-5-40-0-46.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.13 0.12 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: 50 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 13-9-0. (lb) - Max Horz 1=-136(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-186(LC 12), 8=-186(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=331(LC 18), 8=332(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-245/359, 2-8=-245/419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=186, 8=186. June 16,2021 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