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HomeMy WebLinkAboutTRUSS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2958336-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 2 This package includes 74 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: DINSMORE Model: . Subdivision: . Address: EASY ST, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: October 26,2021 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 T25759215 A1 Date 10/26/212T25759216A210/26/213T25759217A310/26/214T25759218A410/26/215T25759219A510/26/216T25759220A610/26/217T25759221A710/26/218T25759222A810/26/219T25759223A910/26/2110T25759224A1010/26/2111T25759225A1110/26/2112T25759226A1210/26/2113T25759227A1310/26/2114T25759228A1410/26/2115T25759229A1510/26/2116T25759230A1610/26/2117T25759231A1710/26/2118T25759232A1810/26/2119T25759233B110/26/2120T25759234B210/26/2121T25759235B310/26/2122T25759236B410/26/21 No.Seal#Truss Name 23 T25759237 C1 Date 10/26/2124T25759238C210/26/2125T25759239C310/26/2126T25759240C410/26/2127T25759241CJ110/26/2128T25759242CJ210/26/2129T25759243CJ310/26/2130T25759244CJ510/26/2131T25759245CJ2110/26/2132T25759246CJ3110/26/2133T25759247CJ3310/26/2134T25759248CJ4110/26/2135T25759249CJ5110/26/2136T25759250CJ5310/26/2137T25759251CJ5410/26/2138T25759252D110/26/2139T25759253D210/26/2140T25759254D310/26/2141T25759255D410/26/2142T25759256D510/26/2143T25759257D610/26/2144T25759258D710/26/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2958336-PSLP - 2 of 2 Site Information: Lot/Block: . Customer Info: PSL PROPERTIES Project Name: DINSMORE Model: . Subdivision: . Address: EASY ST, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T25759259 D8 Date 10/26/2146T25759260D910/26/2147T25759261D1010/26/2148T25759262D1110/26/2149T25759263D1210/26/2150T25759264D1310/26/2151T25759265EJ110/26/2152T25759266EJ210/26/2153T25759267EJ310/26/2154T25759268EJ610/26/2155T25759269EJ710/26/2156T25759270EJ3110/26/2157T25759271EJ6110/26/2158T25759272EJ7110/26/2159T25759273EJ7210/26/2160T25759274G110/26/2161T25759275HJ210/26/2162T25759276HJ310/26/2163T25759277HJ410/26/2164T25759278HJ710/26/2165T25759279HJ7110/26/2166T25759280PB110/26/2167T25759281PB210/26/2168T25759282PB310/26/2169T25759283V110/26/2170T25759284V210/26/2171T25759285V310/26/2172T25759286V410/26/2173T25759287V510/26/2174T25759288V610/26/21 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 2958336-PSLP Truss A1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T25759215 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:10:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-?qpXsEx4Hz5BUH_4OwRsd?FPep?8axjG_EAhboyPuLl Scale = 1:70.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x8 4x12 5x8 6x8 3x8 6x8 3x4 5x6 3x8 7x10 7x10 5x8 HGUS26-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 7-11-4 7-11-4 15-4-0 7-4-12 21-7-15 6-3-15 27-10-1 6-2-3 34-2-0 6-3-15 35-11-0 1-9-0 -1-0-0 1-0-0 7-11-4 7-11-4 15-4-0 7-4-12 21-7-15 6-3-15 27-10-1 6-2-3 34-2-0 6-3-15 35-11-0 1-9-0 0-4-38-0-37-1-118-0-36.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge], [3:0-3-0,0-3-0], [4:0-3-0,0-2-0], [7:0-3-8,0-1-8], [8:0-6-4,0-2-0], [10:0-4-12,0-2-2], [11:0-5-0,0-4-4], [12:0-4-12,0-4-8], [13:0-3-0,0-3-4], [14:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.61 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.43 0.08 (loc) 14-16 14-16 10 l/defl >999 >976 n/a L/d 240 240 n/a PLATES MT20 Weight: 551 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4,1-3: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 10-12: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-14,7-13,8-12,9-11: 2x4 SP No.2, 9-10: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. WEBS 1 Row at midpt 8-12 REACTIONS. (size)2=0-7-10, 10=0-6-10 Max Horz 2=415(LC 8) Max Uplift 2=-3254(LC 8), 10=-3971(LC 8) Max Grav 2=5675(LC 29), 10=6671(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11561/6607, 3-4=-8542/4987, 4-5=-7663/4573, 5-7=-7409/4436, 7-8=-5434/3267, 8-9=-1620/970, 9-10=-6751/4004 BOT CHORD 2-16=-6126/10329, 14-16=-6100/10280, 13-14=-4396/7419, 12-13=-3228/5444, 11-12=-796/1345 WEBS 3-16=-1281/2387, 3-14=-3027/1816, 4-14=-1933/3429, 5-14=-246/403, 5-13=-631/442, 7-13=-1858/3140, 7-12=-2751/1751, 8-12=-3810/6423, 8-11=-4179/2559, 9-11=-3514/5945 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=3254, 10=3971. Continued on page 2 October 26,2021 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 2958336-PSLP Truss A1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T25759215 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:10:54 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-?qpXsEx4Hz5BUH_4OwRsd?FPep?8axjG_EAhboyPuLl NOTES- 10) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 11) 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 9-0-12 from the left end to 33-11-4 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-54, 8-9=-54, 2-10=-20 Concentrated Loads (lb) Vert: 11=-528(B) 19=-1253(B) 20=-525(B) 21=-527(B) 22=-527(B) 23=-527(B) 24=-527(B) 26=-527(B) 27=-527(B) 28=-527(B) 29=-527(B) 30=-527(B) 31=-527(B) 32=-527(B) 33=-527(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 2958336-PSLP Truss A2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25759216 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-3jDC0N7Ula_2oaezmaDNkANy7s61bliTQ3J_cRyPuLW Scale = 1:60.5 1 2 3 4 5 6 13 12 11 10 9 8 7 14 16 17 18 19 20 21 22 15 5x12 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x6 5x8 2x4 3x4 2x4 3x8 3x4 3x8 3x8 3x6 6x8 6-4-12 6-4-12 12-6-0 6-1-4 19-11-0 7-5-0 27-4-0 7-5-0 31-1-0 3-9-0 6-4-12 6-4-12 12-6-0 6-1-4 19-11-0 7-5-0 27-4-0 7-5-0 31-1-0 3-9-0 2-0-38-3-31-0-07-1-110-9-06-4-118-3-36.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-1-8], [3:0-6-0,0-2-8], [5:0-6-0,0-2-8] 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 0.80 0.64 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.19 0.06 0.08 (loc) 9-11 9-11 15 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 231 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-13: 2x4 SP No.2, 6-15: 2x6 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. WEBS 1 Row at midpt 3-9, 5-9, 2-13 REACTIONS. (size)15=0-5-8, 16=0-5-10 Max Horz 16=226(LC 12) Max Uplift 15=-563(LC 12), 16=-497(LC 12) Max Grav 15=1311(LC 17), 16=1365(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-494/215, 2-3=-1547/805, 3-4=-1257/759, 4-5=-1256/760, 5-6=-657/373, 13-14=-440/1013, 1-14=-440/1013, 7-15=-1311/699, 6-7=-1285/706 BOT CHORD 12-13=-882/1577, 11-12=-882/1577, 9-11=-698/1381, 8-9=-278/562 WEBS 2-11=-259/234, 3-11=-80/446, 4-9=-451/451, 5-9=-563/1054, 5-8=-703/541, 2-13=-1401/698, 6-8=-556/1124, 1-16=-1549/739 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) 0-9-0 to 6-9-0, Interior(1) 6-9-0 to 12-6-0, Exterior(2R) 12-6-0 to 20-11-13, Interior(1) 20-11-13 to 27-4-0, Exterior(2E) 27-4-0 to 30-10-4 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 15, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=563, 16=497. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2958336-PSLP Truss A3 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25759217 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-06LzR28kHBEm1uoLu?FrpbSHbfpo3jAmuNo5hJyPuLU Scale = 1:80.0 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 22 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x8 5x8 3x6 2x4 4x6 4x6 3x6 2x4 3x4 3x4 3x4 5x8 2x4 3x8 3x4 7x10 2x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED 3-6-0 3-6-0 7-6-0 4-0-0 8-8-10 1-2-10 9-10-0 1-1-6 16-0-0 6-2-0 22-2-0 6-2-0 27-7-0 5-5-0 33-0-0 5-5-0 38-9-0 5-9-0 -1-0-0 1-0-0 3-6-0 3-6-0 8-8-10 5-2-10 9-10-0 1-1-6 16-0-0 6-2-0 22-2-0 6-2-0 27-7-0 5-5-0 33-0-0 5-5-0 38-9-0 5-9-0 0-4-32-1-38-3-39-3-37-1-111-9-06-4-119-3-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [8:0-6-0,0-2-8], [10:0-6-0,0-2-8] 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 0.80 0.63 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.03 0.06 (loc) 17-18 17-18 22 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 270 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 11-22,4-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 8-14, 9-14, 10-13 REACTIONS. (size)2=0-7-10, 20=0-7-10, 22=0-5-8 Max Horz 2=316(LC 8) Max Uplift 2=-146(LC 8), 20=-876(LC 8), 22=-534(LC 25) Max Grav 2=278(LC 29), 20=2125(LC 29), 22=1312(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-531/344, 3-4=-479/826, 4-5=-479/826, 6-7=-1509/513, 7-8=-1325/578, 8-9=-1043/553, 9-10=-1043/553, 10-11=-814/381, 12-22=-1312/534, 11-12=-1195/558 BOT CHORD 2-21=-292/332, 20-21=-285/340, 18-19=-569/1387, 5-19=-533/1237, 17-18=-217/534, 16-17=-559/1433, 14-16=-432/1193, 13-14=-252/691 WEBS 6-17=-389/997, 7-16=-337/175, 8-16=-65/466, 9-14=-327/271, 10-14=-295/755, 10-13=-500/327, 11-13=-362/1012, 3-20=-975/447, 4-20=-348/338, 6-18=-1348/635, 5-20=-1434/615 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=146, 20=876, 22=534. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2958336-PSLP Truss A3 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25759217 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:11 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-06LzR28kHBEm1uoLu?FrpbSHbfpo3jAmuNo5hJyPuLU LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 8-10=-54, 10-11=-54, 2-19=-20, 12-18=-20 Concentrated Loads (lb) Vert: 3=-20(B) 21=-27(B) 23=-15(B) 24=-30(B) 28=-11(B) 29=-11(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 2958336-PSLP Truss A4 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25759218 8.430 s May 12 2021 MiTek Industries, Inc. Tue Oct 26 11:07:18 2021 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:MUuwuNfhjzQO9AppBGBNChz7Lro-ykK?3Ko4cUMeK_yY0eQWJIdMjwl196rv8g8g86yPaBN Scale = 1:75.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 30 19 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 6x8 5x8 3x6 2x4 4x6 5x6 3x6 3x4 3x4 3x8 3x4 6x8 2x4 3x6 5-6-0 5-6-0 7-6-0 2-0-0 8-8-10 1-2-10 11-10-0 3-1-6 18-0-0 6-2-0 24-2-0 6-2-0 31-0-0 6-10-0 38-9-0 7-9-0 -1-0-0 1-0-0 5-6-0 5-6-0 8-8-10 3-2-10 11-10-0 3-1-6 18-0-0 6-2-0 24-2-0 6-2-0 31-0-0 6-10-0 38-9-0 7-9-0 0-4-33-1-39-3-310-3-37-1-111-9-06-4-1110-3-36.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [8:0-3-0,0-2-0], [9:0-5-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.86 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.39 0.02 0.06 (loc) 15-16 15-16 19 13-15 l/defl >999 >948 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 256 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-19: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 9-12 REACTIONS.(lb/size)2=191/0-7-10, 18=1611/0-7-10, 19=1096/0-5-8 Max Horz 2=316(LC 12) Max Uplift 2=-63(LC 12), 18=-858(LC 12), 19=-521(LC 12) Max Grav 2=200(LC 23), 18=2005(LC 17), 19=1325(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-334/336, 3-21=-313/347, 3-4=-520/547, 4-22=-520/547, 5-22=-520/547, 5-23=-256/160, 6-23=-256/160, 6-7=-1467/703, 7-8=-1178/754, 8-24=-1020/762, 24-25=-1020/762, 25-26=-1020/762, 9-26=-1020/762, 9-27=-866/592, 10-27=-938/570, 11-19=-1325/740, 10-11=-1167/772 BOT CHORD 16-17=-612/1289, 5-17=-596/1042, 15-16=-458/968, 15-28=-726/1410, 14-28=-726/1410, 13-14=-726/1410, 13-29=-402/796, 12-29=-402/796 WEBS 6-15=-314/519, 7-15=-10/253, 7-13=-503/255, 8-13=0/260, 9-13=-270/496, 9-12=-341/391, 10-12=-493/991, 3-18=-501/529, 5-18=-1177/763, 6-16=-1451/830 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 5-6-0, Exterior(2R) 5-6-0 to 11-6-0, Interior(1) 11-6-0 to 24-2-0, Exterior(2R) 24-2-0 to 30-2-0, Interior(1) 30-2-0 to 31-0-0, Exterior(2R) 31-0-0 to 37-0-0, Interior(1) 37-0-0 to 38-6-4 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 19 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 63 lb uplift at joint 2, 858 lb uplift at joint 18 and 521 lb uplift at joint 19. LOAD CASE(S) Standard October 26,2021 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 2958336-PSLP Truss A5 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T25759219 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-Qh0534Ada6cLuMWwZ7oYRD4nqtqoG0QDaL0lIeyPuLR Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 20 5x12 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 6x8 5x8 3x6 4x6 4x6 2x4 3x6 6x8 3x6 3x4 3x4 3x8 3x4 3x6 2x4 7-6-0 7-6-0 8-1-10 0-7-10 8-8-10 0-7-0 13-10-0 5-1-6 19-0-0 5-2-0 24-2-1 5-2-0 30-11-15 6-9-14 38-9-0 7-9-1 -1-0-0 1-0-0 4-9-7 4-9-7 7-6-0 2-8-9 8-8-10 1-2-10 13-10-0 5-1-6 19-0-0 5-2-0 24-2-1 5-2-0 30-11-15 6-9-14 38-9-0 7-9-1 0-4-34-1-39-3-310-3-37-1-111-9-06-4-1110-3-36.00 12 Plate Offsets (X,Y)-- [4:0-10-0,0-2-8], [8:0-3-0,0-2-0], [9:0-5-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.61 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.02 0.07 (loc) 11-12 11-12 20 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 273 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-19,10-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-10 max.): 4-6, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 9-12 REACTIONS. (size)2=0-7-10, 19=0-7-10, 20=0-5-8 Max Horz 2=316(LC 12) Max Uplift 2=-43(LC 12), 19=-881(LC 12), 20=-519(LC 12) Max Grav 2=154(LC 21), 19=2089(LC 17), 20=1324(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/407, 3-4=-475/597, 5-6=-1088/538, 6-7=-1350/746, 7-8=-1139/768, 8-9=-993/750, 9-10=-926/596, 11-20=-1324/744, 10-11=-1165/776 BOT CHORD 2-19=-255/73, 18-19=-450/347, 5-18=-1298/864, 15-16=-574/1168, 13-15=-694/1297, 12-13=-397/782 WEBS 4-19=-1497/1035, 5-16=-809/1610, 6-16=-949/627, 7-13=-434/262, 8-13=-4/258, 9-13=-258/474, 9-12=-339/386, 10-12=-487/973, 4-18=-887/1234, 3-19=-321/366 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 7-6-0, Exterior(2R) 7-6-0 to 13-6-0, Interior(1) 13-6-0 to 24-2-1, Exterior(2R) 24-2-1 to 30-2-1, Interior(1) 30-2-1 to 30-11-15, Exterior(2R) 30-11-15 to 36-11-15 , Interior(1) 36-11-15 to 38-6-4 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 20 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) 2 except (jt=lb) 19=881, 20=519. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2958336-PSLP Truss A6 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T25759220 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-M38rUmCt6ks37fgJhYr0We965gR4kvKV1fVsMXyPuLP Scale = 1:78.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 31 18 5x6 ST1.5x8 STP ST1.5x8 STP 6x8 5x6 5x8 5x8 3x6 4x6 2x4 5x6 3x6 3x6 3x8 5x6 3x6 3x4 3x6 4-10-0 4-10-0 5-11-10 1-1-10 9-6-0 3-6-6 15-10-0 6-4-0 24-2-1 8-4-1 30-11-15 6-9-14 38-9-0 7-9-1 -1-0-0 1-0-0 5-11-10 5-11-10 9-6-0 3-6-6 15-10-0 6-4-0 20-0-0 4-2-0 24-2-1 4-2-0 30-11-15 6-9-14 38-9-0 7-9-1 0-4-35-1-39-3-310-3-37-1-111-9-06-4-1110-3-36.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [7:0-3-0,0-2-7], [8:0-5-8,0-2-4], [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.94 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.47 0.04 0.10 (loc) 14-15 14-15 18 12-14 l/defl >999 >845 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 255 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 4-15: 2x4 SP No.3, 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 9-18: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-11 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-12, 8-12, 8-11, 9-11, 5-15 REACTIONS. (size)2=0-7-10, 17=0-7-10, 18=0-5-8 Max Horz 2=316(LC 12) Max Uplift 2=-41(LC 10), 17=-900(LC 12), 18=-576(LC 12) Max Grav 2=118(LC 18), 17=2089(LC 17), 18=1458(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-655/548, 3-4=-346/79, 4-5=-334/81, 5-6=-1789/991, 6-7=-1395/868, 7-8=-1216/878, 8-9=-1045/670, 10-18=-1458/831, 9-10=-1298/864 BOT CHORD 2-17=-259/232, 15-16=-723/1338, 14-15=-485/888, 12-14=-985/1933, 11-12=-456/889 WEBS 5-14=-673/1414, 6-14=-564/564, 6-12=-808/434, 7-12=0/306, 8-12=-377/682, 8-11=-417/431, 9-11=-563/1111, 3-17=-1697/1157, 3-16=-681/1165, 5-15=-1345/884 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 5-2-11, Interior(1) 5-2-11 to 9-6-0, Exterior(2R) 9-6-0 to 15-6-0, Interior(1) 15-6-0 to 24-2-1, Exterior(2R) 24-2-1 to 30-2-1, Interior(1) 30-2-1 to 30-11-15, Exterior(2R) 30-11-15 to 36-11-15, Interior(1) 36-11-15 to 38-6-4 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 17=900, 18=576. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2958336-PSLP Truss A7 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T25759221 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-ISGcvSE7eL6nNzqhoztUb3ETPUCjCrloVz_yRPyPuLN Scale = 1:79.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 30 31 19 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 6x8 5x8 3x6 4x6 4x6 2x4 3x4 5x6 3x8 3x4 3x6 3x4 3x6 3x6 4-10-0 4-10-0 5-11-10 1-1-10 11-6-0 5-6-6 17-10-0 6-4-0 24-2-1 6-4-1 30-11-15 6-9-14 38-9-0 7-9-1 -1-0-0 1-0-0 5-11-10 5-11-10 11-6-0 5-6-6 17-10-0 6-4-0 24-2-1 6-4-1 30-11-15 6-9-14 38-9-0 7-9-1 0-4-36-1-39-3-310-3-37-1-111-9-06-4-1110-3-36.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [7:0-4-0,0-2-8], [8:0-5-8,0-2-4], [14:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.61 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.04 0.09 (loc) 10-11 10-11 19 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 266 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-19: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 8-13, 8-11, 9-11 REACTIONS. (size)2=0-7-10, 18=0-7-10, 19=0-5-8 Max Horz 2=316(LC 12) Max Uplift 2=-68(LC 10), 18=-892(LC 12), 19=-577(LC 12) Max Grav 2=102(LC 9), 18=2146(LC 17), 19=1463(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-663/651, 3-4=-256/136, 4-5=-1184/662, 5-6=-1609/996, 6-7=-1360/904, 7-8=-1194/886, 8-9=-1045/679, 10-19=-1463/841, 9-10=-1303/873 BOT CHORD 2-18=-326/221, 17-18=-326/221, 4-17=-1368/989, 14-15=-608/1108, 13-14=-960/1733, 11-13=-464/884 WEBS 4-15=-644/1214, 5-15=-483/448, 5-14=-519/914, 6-14=-437/451, 6-13=-708/434, 7-13=-25/337, 8-13=-373/653, 8-11=-413/439, 9-11=-573/1105, 3-18=-1714/1131, 3-17=-855/1255 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 5-1-13, Interior(1) 5-1-13 to 11-6-0, Exterior(2R) 11-6-0 to 17-6-0, Interior(1) 17-6-0 to 24-2-1, Exterior(2R) 24-2-1 to 30-2-1, Interior(1) 30-2-1 to 30-11-15, Exterior(2R) 30-11-15 to 36-11-15, Interior(1) 36-11-15 to 38-6-4 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 19 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) 2 except (jt=lb) 18=892, 19=577. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2958336-PSLP Truss A8 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T25759222 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-neq_6nEmPfEe_7PuMgOj8Hne2uXWxEUykdkWzsyPuLM Scale = 1:76.7 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 20 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 6x8 5x8 3x6 4x6 4x6 3x4 3x6 3x4 3x4 5x6 3x8 3x4 3x6 3x4 3x6 3x6 4-10-0 4-10-0 5-11-10 1-1-10 13-0-8 7-0-14 19-4-8 6-4-0 24-2-1 4-9-9 30-11-15 6-9-14 38-9-0 7-9-1 -1-0-0 1-0-0 5-11-10 5-11-10 13-0-8 7-0-14 19-4-8 6-4-0 24-2-1 4-9-9 30-11-15 6-9-14 38-9-0 7-9-1 0-4-36-10-79-3-310-3-37-1-111-9-06-4-1110-3-36.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [7:0-3-0,0-2-0], [8:0-5-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.64 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.04 0.08 (loc) 10-11 10-11 20 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 271 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 8-11, 9-11 REACTIONS. (size)2=0-7-10, 19=0-7-10, 20=0-5-8 Max Horz 2=316(LC 12) Max Uplift 2=-64(LC 10), 19=-908(LC 12), 20=-575(LC 12) Max Grav 2=115(LC 9), 19=2131(LC 17), 20=1474(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-687/625, 3-4=-288/141, 4-5=-1294/729, 5-6=-1514/984, 6-7=-1344/929, 7-8=-1188/891, 8-9=-1056/683, 10-20=-1474/845, 9-10=-1316/877 BOT CHORD 2-19=-303/257, 18-19=-258/228, 4-18=-1433/1133, 14-16=-640/1205, 13-14=-882/1617, 11-13=-460/886 WEBS 4-16=-618/1168, 5-16=-318/387, 5-14=-412/658, 6-14=-329/371, 6-13=-694/429, 7-13=-77/364, 8-13=-357/638, 8-11=-410/437, 9-11=-567/1108, 3-19=-1669/1090, 3-18=-959/1308 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 5-2-11, Interior(1) 5-2-11 to 13-0-8, Exterior(2R) 13-0-8 to 19-0-8, Interior(1) 19-0-8 to 24-2-1, Exterior(2R) 24-2-1 to 30-2-1, Interior(1) 30-2-1 to 30-11-15, Exterior(2R) 30-11-15 to 36-11-15, Interior(1) 36-11-15 to 38-6-4 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 20 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) 2 except (jt=lb) 19=908, 20=575. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2958336-PSLP Truss A9 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Job Reference (optional) T25759223 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-j1xkXTG0xGULEQZGT5QBDisyAh9ZPAnEBxDc2kyPuLK Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 31 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 6x8 3x6 4x6 2x4 5x6 3x4 6x8 3x8 3x4 4x6 4x6 3x6 3x4 3x6 4-10-0 4-10-0 5-11-10 1-1-10 15-0-8 9-0-14 21-4-8 6-4-0 24-2-1 2-9-9 30-11-15 6-9-14 38-10-0 7-10-1 -1-0-0 1-0-0 5-11-10 5-11-10 10-6-1 4-6-7 15-0-8 4-6-7 21-4-8 6-4-0 24-2-1 2-9-9 30-11-15 6-9-14 38-10-0 7-10-1 0-4-37-10-79-3-310-3-36-4-31-0-010-3-36.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-0], [9:0-3-0,0-2-0], [10:0-4-0,0-1-15], [11:0-3-0,0-1-8], [12:Edge,0-3-8], [16:0-3-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.85 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.35 0.03 0.08 (loc) 15-16 15-16 12 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 267 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-17: 2x4 SP No.3, 16-17,14-16: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-6 max.): 7-8, 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-15, 10-13, 11-12, 11-13, 8-16 REACTIONS. (size)2=0-7-10, 12=Mechanical, 19=0-7-10 Max Horz 2=312(LC 12) Max Uplift 2=-27(LC 10), 12=-580(LC 12), 19=-888(LC 12) Max Grav 2=137(LC 18), 12=1504(LC 18), 19=2099(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-539/495, 3-4=-364/54, 4-6=-377/64, 6-7=-1394/831, 7-8=-1229/801, 8-9=-1378/980, 9-10=-1230/913, 10-11=-1093/701, 11-12=-1344/888 BOT CHORD 17-18=-716/1326, 16-17=-591/1064, 15-16=-791/1480, 13-15=-479/913 WEBS 6-17=-1423/919, 6-16=-151/444, 7-16=-42/360, 8-15=-621/480, 9-15=-155/421, 10-15=-314/667, 10-13=-419/438, 11-13=-580/1137, 3-19=-1662/1055, 3-18=-670/1167, 8-16=-377/320 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 5-2-11, Interior(1) 5-2-11 to 15-0-8, Exterior(2R) 15-0-8 to 21-0-8, Interior(1) 21-0-8 to 24-2-1, Exterior(2R) 24-2-1 to 30-2-1, Interior(1) 30-2-1 to 30-11-15, Exterior(2R) 30-11-15 to 36-11-15, Interior(1) 36-11-15 to 38-8-4 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=580, 19=888. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 26,2021 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 2958336-PSLP Truss A10 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25759224 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:10:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-yDxIHwyKpaLuka8TWLUKiQKmXcdL2xmZRYfofhyPuLj Scale = 1:83.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 5x6 5x6 2x4 3x6 4x6 4x6 2x4 5x6 3x4 3x4 3x8 3x8 3x4 6x8 3x6 3x4 3x6 5-1-13 5-1-13 5-11-10 0-9-13 11-6-1 5-6-7 17-0-8 5-6-7 23-4-8 6-4-0 30-4-0 6-11-8 38-10-0 8-6-0 -1-0-0 1-0-0 5-1-13 5-1-13 5-11-10 0-9-13 11-6-1 5-6-7 17-0-8 5-6-7 23-4-8 6-4-0 24-10-0 1-5-8 30-4-0 5-6-0 34-5-4 4-1-4 38-10-0 4-4-12 0-4-38-10-79-7-310-7-36-4-31-0-010-7-36.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [9:0-3-0,0-2-0], [10:0-3-0,0-2-0], [17:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.88 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.41 0.03 0.08 (loc) 13-14 13-14 13 16 l/defl >999 >989 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 293 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 9-16, 9-14, 11-13 REACTIONS. (size)2=0-7-10, 13=Mechanical, 21=0-7-10 Max Horz 2=-315(LC 10) Max Uplift 2=-70(LC 10), 13=-581(LC 12), 21=-884(LC 12) Max Grav 2=97(LC 9), 13=1501(LC 18), 21=2181(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-509/645, 3-4=-284/121, 4-6=-1190/623, 6-7=-1354/848, 7-8=-1258/906, 8-9=-1436/1058, 9-10=-965/745, 10-11=-1100/755 BOT CHORD 2-21=-307/189, 20-21=-268/162, 4-20=-1343/751, 17-18=-614/1169, 16-17=-615/1256, 14-16=-604/1196, 13-14=-380/638 WEBS 4-18=-681/1272, 6-18=-543/476, 7-16=-155/286, 8-16=-804/731, 9-16=-545/954, 9-14=-555/329, 10-14=-47/270, 11-14=-177/686, 11-13=-1356/834, 3-21=-1743/1027, 3-20=-638/1210 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 5-2-11, Interior(1) 5-2-11 to 17-0-8, Exterior(2R) 17-0-8 to 23-0-8, Interior(1) 23-0-8 to 24-10-0, Exterior(2E) 24-10-0 to 30-4-0, Exterior(2R) 30-4-0 to 36-4-0, Interior(1) 36-4-0 to 38-8-4 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=581, 21=884. October 26,2021 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 2958336-PSLP Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25759225 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:10:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-QPVgVGzyauTlLkjf33?ZFetvQ0?GnLkigCPLB7yPuLi Scale = 1:74.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x6 4x6 4x6 2x4 5x6 3x4 3x4 2x4 3x8 3x4 3x6 4x6 3x6 3x4 3x6 4-10-0 4-10-0 5-11-10 1-1-10 10-0-0 4-0-6 16-6-0 6-6-0 24-5-0 7-11-0 32-4-0 7-11-0 38-10-0 6-6-0 5-11-10 5-11-10 10-0-0 4-0-6 16-6-0 6-6-0 24-5-0 7-11-0 32-4-0 7-11-0 38-10-0 6-6-0 0-4-38-7-39-7-36-4-31-0-09-7-36.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [14:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.71 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.23 0.03 0.07 (loc) 13-14 13-14 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 259 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-13, 8-13, 8-11, 9-10 REACTIONS. (size)1=0-7-10, 10=Mechanical, 18=0-7-10 Max Horz 1=274(LC 12) Max Uplift 1=-83(LC 10), 10=-584(LC 12), 18=-876(LC 12) Max Grav 1=108(LC 12), 10=1492(LC 18), 18=2154(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-415/578, 2-3=-264/55, 3-5=-1034/482, 5-6=-1378/753, 6-7=-1301/848, 7-8=-1301/848, 8-9=-1014/572, 9-10=-1372/787 BOT CHORD 1-18=-294/126, 17-18=-259/100, 3-17=-1238/596, 14-15=-516/1040, 13-14=-549/1246, 11-13=-393/834 WEBS 3-15=-638/1295, 5-15=-712/516, 5-14=-90/363, 6-13=-137/311, 7-13=-490/470, 8-13=-377/789, 8-11=-495/442, 9-11=-528/1137, 2-18=-1713/955, 2-17=-497/1072 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 6-1-6, Interior(1) 6-1-6 to 16-6-0, Exterior(2R) 16-6-0 to 24-11-13, Interior(1) 24-11-13 to 32-4-0, Exterior(2E) 32-4-0 to 38-8-4 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=584, 18=876. October 26,2021 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 2958336-PSLP Truss A12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25759226 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:10:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-uc32ic_bLCbczuIrdmWonrP5GQJTWocsvs8vkZyPuLh Scale = 1:66.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 28 29 2x4 5x8 3x6 4x6 2x4 2x4 4x6 5x8 3x4 5x12 3x4 3x4 3x4 6x8 3x6 5x8 3x6 9-8-0 9-8-0 11-5-10 1-9-10 20-4-1 8-10-7 29-6-0 9-1-14 34-0-0 4-6-0 4-11-12 4-11-12 9-8-0 4-8-4 11-5-10 1-9-10 17-5-7 5-11-13 23-2-12 5-9-5 29-6-0 6-3-4 34-0-0 4-6-0 4-6-39-4-36-4-30-9-09-4-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [14:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.84 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.51 0.07 0.10 (loc) 16-17 16-17 10 13-14 l/defl >999 >792 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 260 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 4-15: 2x4 SP No.3, 10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-14 WEBS 1 Row at midpt 3-16, 5-14, 5-13, 7-11, 2-17, 9-10 REACTIONS. (size)17=Mechanical, 10=Mechanical Max Horz 17=-159(LC 10) Max Uplift 17=-571(LC 12), 10=-617(LC 12) Max Grav 17=1570(LC 17), 10=1470(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1431/775, 3-4=-1428/857, 4-5=-1439/863, 5-7=-1516/861, 7-8=-745/498, 8-9=-847/479, 9-10=-1433/797 BOT CHORD 16-17=-609/1047, 15-16=-255/0, 14-15=-327/0, 4-14=-255/269, 13-14=-781/1586, 11-13=-684/1353 WEBS 2-16=-52/524, 3-16=-503/362, 14-16=-518/1601, 3-14=-622/956, 5-14=-321/121, 5-13=-159/255, 7-13=-152/590, 7-11=-1052/559, 2-17=-1525/756, 9-11=-584/1220 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) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 9-8-0, Exterior(2R) 9-8-0 to 18-1-13, Interior(1) 18-1-13 to 29-6-0, Exterior(2E) 29-6-0 to 33-10-4 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=571, 10=617. October 26,2021 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 2958336-PSLP Truss A13 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25759227 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-q_Ao7I0rtprKCCSElBYGsGVNLE19_fZ9MAd?oSyPuLf Scale = 1:61.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 5x8 3x6 5x8 3x6 2x4 2x4 5x6 5x8 7x10 4x4 4x4 3x6 4x4 3x4 3x4 3x4 7-8-0 7-8-0 11-5-10 3-9-10 18-0-0 6-6-6 24-8-2 6-8-2 31-6-0 6-9-14 34-0-0 2-6-0 7-8-0 7-8-0 18-0-0 10-4-0 24-8-2 6-8-2 31-6-0 6-9-14 34-0-0 2-6-0 4-6-38-4-36-4-30-9-08-4-36.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [2:0-5-8,0-2-4], [7:0-6-0,0-2-8], [11:0-3-0,0-3-0], [13:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.69 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.05 0.11 (loc) 12-13 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 253 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-11, 4-13 REACTIONS. (size)16=Mechanical, 9=Mechanical Max Horz 16=139(LC 12) Max Uplift 16=-571(LC 12), 9=-617(LC 12) Max Grav 16=1494(LC 17), 9=1459(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1328/681, 2-3=-1540/910, 3-4=-1552/919, 4-6=-1748/961, 6-7=-1390/785, 7-8=-561/305, 1-16=-1371/757, 8-9=-1459/765 BOT CHORD 3-13=-295/271, 12-13=-882/1765, 11-12=-706/1406, 10-11=-231/471 WEBS 2-15=-573/440, 13-15=-543/1194, 2-13=-451/939, 7-10=-957/652, 1-15=-496/1180, 8-10=-639/1287, 7-11=-694/1370, 4-13=-369/111, 6-11=-717/575, 4-12=-178/296, 6-12=-307/532 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) 0-1-12 to 6-1-12, Interior(1) 6-1-12 to 7-8-0, Exterior(2R) 7-8-0 to 16-1-13, Interior(1) 16-1-13 to 31-6-0, Exterior(2E) 31-6-0 to 33-10-4 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=571, 9=617. October 26,2021 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 2958336-PSLP Truss A14 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25759228 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-IBkBKd0Te7zBqM1QIv3VPU1efdLTj9aIbqNZKuyPuLe Scale = 1:61.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 6x8 4x6 3x6 2x4 2x4 5x6 5x8 7x10 3x4 3x4 3x4 4x6 3x6 3x6 5-8-0 5-8-0 11-5-10 5-9-10 18-10-0 7-4-6 26-4-2 7-6-2 34-0-0 7-7-14 5-8-0 5-8-0 11-5-10 5-9-10 18-10-0 7-4-6 26-4-2 7-6-2 33-6-0 7-1-14 34-0-0 0-6-0 4-6-37-4-36-1-110-9-07-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [9:0-3-0,0-3-4], [11:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.82 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.31 0.06 0.12 (loc) 10-11 10-11 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 249 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-1 oc bracing. WEBS 1 Row at midpt 4-11, 7-9, 7-8 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Horz 14=144(LC 12) Max Uplift 14=-570(LC 12), 8=-618(LC 12) Max Grav 14=1464(LC 17), 8=1460(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1139/591, 2-3=-1767/998, 3-4=-1779/1002, 4-6=-2001/1018, 6-7=-1428/696, 1-14=-1384/741, 7-8=-1313/755 BOT CHORD 3-11=-392/385, 10-11=-1018/2001, 9-10=-696/1428 WEBS 2-13=-642/473, 11-13=-557/968, 2-11=-556/1157, 4-11=-330/128, 4-10=-247/342, 6-10=-417/744, 6-9=-851/657, 7-9=-900/1830, 1-13=-530/1182 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) 0-1-12 to 5-8-0, Exterior(2R) 5-8-0 to 14-1-13, Interior(1) 14-1-13 to 33-10-4 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=570, 8=618. October 26,2021 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 2958336-PSLP Truss A15 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759229 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-mNIZYz15PQ52SVcdscbkyhajK1i5Sd4RpU66tLyPuLd Scale = 1:61.1 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 5x8 3x6 3x8 3x6 3x6 3x4 2x4 3x6 5x8 7x10 3x4 3x8 3x4 5x6 3x4 3-8-0 3-8-0 11-5-10 7-9-10 18-10-0 7-4-6 26-4-2 7-6-2 34-0-0 7-7-14 3-8-0 3-8-0 18-10-0 15-2-0 26-4-2 7-6-2 34-0-0 7-7-14 4-6-36-4-35-7-30-9-06-4-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8], [6:0-3-0,0-3-0], [9:0-3-8,0-1-8], [12:0-4-4,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-SH 0.96 0.73 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.31 0.06 0.18 (loc) 11-12 11-12 8 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 1 Row at midpt 2-12, 7-9, 5-12 REACTIONS. (size)8=Mechanical, 15=Mechanical Max Horz 15=95(LC 12) Max Uplift 8=-608(LC 12), 15=-579(LC 12) Max Grav 8=1247(LC 1), 15=1247(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-814/480, 2-3=-1810/1113, 3-5=-1817/1109, 5-6=-2017/1130, 6-7=-1440/786, 7-8=-1179/738, 1-15=-1232/723 BOT CHORD 3-12=-443/447, 11-12=-1130/2017, 9-11=-803/1463 WEBS 2-14=-734/552, 12-14=-443/587, 2-12=-768/1371, 1-14=-568/1069, 7-9=-942/1731, 6-9=-843/628, 5-11=-239/313, 6-11=-407/683 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) 0-1-12 to 3-8-0, Exterior(2R) 3-8-0 to 12-1-13, Interior(1) 12-1-13 to 33-10-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=608, 15=579. October 26,2021 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 2958336-PSLP Truss A16 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759230 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-FZsxlJ2jAkDv3fApQJ6zUv7?9R3XB?_b28sfPnyPuLc Scale = 1:59.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 212x4 5x6 5x6 2x4 6x8 3x6 6x8 5x8 3x6 3x4 3x4 3x4 3x4 3x4 3x6 7-11-14 7-11-14 14-5-7 6-5-10 20-11-1 6-5-10 27-4-10 6-5-10 34-0-0 6-7-6 7-11-14 7-11-14 14-5-7 6-5-10 20-11-1 6-5-10 27-4-10 6-5-10 34-0-0 6-7-6 4-6-35-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [4:0-3-0,0-3-0], [6:0-3-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.65 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 0.08 0.17 (loc) 11-12 11-12 8 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 208 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. WEBS 1 Row at midpt 6-8, 5-9 REACTIONS. (size)8=Mechanical, 15=Mechanical Max Horz 15=42(LC 12) Max Uplift 8=-599(LC 12), 15=-588(LC 12) Max Grav 8=1247(LC 1), 15=1247(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1546/896, 3-4=-2072/1134, 4-5=-2011/1072, 5-6=-1349/727 BOT CHORD 14-15=-274/365, 12-14=-896/1546, 11-12=-1141/2081, 9-11=-1072/2011, 8-9=-729/1356 WEBS 2-15=-1217/782, 6-8=-1691/905, 2-14=-795/1511, 6-9=-209/660, 3-14=-785/577, 5-9=-841/459, 3-12=-341/668, 5-11=-24/294, 4-12=-291/271 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) 0-1-12 to 1-8-0, Exterior(2R) 1-8-0 to 10-1-13, Interior(1) 10-1-13 to 33-10-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=599, 15=588. October 26,2021 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 2958336-PSLP Truss A17 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25759231 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-jlQJzf3Lx2Lmhpl?_1dC16f2ArOSwSkkHobDxDyPuLb Scale = 1:58.9 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 3x6 2x4 4x6 3x8 3x6 2x4 2x4 3x6 5x12 2x4 2x4 5x6 4x12 3x4 3x4 5x8 3x8 3x6 3-4-10 3-4-10 6-0-10 2-8-0 13-1-6 7-0-11 20-0-5 6-10-15 26-11-4 6-10-15 34-0-0 7-0-11 3-2-1 3-2-1 3-4-10 0-2-9 6-0-10 2-8-0 13-1-6 7-0-11 20-0-5 6-10-15 26-11-4 6-10-15 34-0-0 7-0-11 4-4-32-0-0Plate Offsets (X,Y)-- [5:0-3-0,Edge], [7:0-4-0,0-3-0], [10:0-3-8,0-1-8], [11:0-3-0,0-3-0], [12:0-5-12,0-2-0], [14:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.73 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.42 0.18 0.35 (loc) 11-12 11-12 9 11-12 l/defl >999 >974 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 15-17,3-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-6 oc bracing. WEBS 1 Row at midpt 12-14, 7-11, 8-10 REACTIONS. (size)18=Mechanical, 9=Mechanical Max Uplift 18=-594(LC 12), 9=-594(LC 12) Max Grav 18=1247(LC 1), 9=1247(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-18=-1209/1282, 2-3=-3047/3078, 3-4=-3017/3092, 4-6=-2531/2554, 6-7=-2568/2595, 7-8=-1764/1781, 8-9=-1183/1292 BOT CHORD 15-16=-1718/1636, 14-15=-1714/1641, 3-14=-278/440, 11-12=-2595/2568, 10-11=-1810/1787 WEBS 12-14=-2583/2544, 4-14=-561/508, 4-12=-541/776, 6-11=-332/531, 7-11=-913/909, 7-10=-871/1108, 8-10=-2026/2009, 2-16=-1930/2037, 2-14=-1649/1699 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 Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 30-10-4, Corner(3) 30-10-4 to 33-10-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=594, 9=594. October 26,2021 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 2958336-PSLP Truss A18 Truss Type Flat Girder Qty 1 Ply 2 Job Reference (optional) T25759232 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-bXfqo16s_GsBAQ3mDti8ByquBSnmsJFKCPZQ4_yPuLX Scale = 1:57.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3031 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 3x8 4x6 4x6 3x8 7x10 4x6 7x10 3x4 3x8 7x10 3x4 7x10 7x10 4x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-9-3 5-9-3 11-4-9 5-7-7 17-0-0 5-7-7 22-7-7 5-7-7 28-2-13 5-7-7 34-0-0 5-9-3 5-9-3 5-9-3 11-4-9 5-7-7 17-0-0 5-7-7 22-7-7 5-7-7 28-2-13 5-7-7 34-0-0 5-9-3 3-4-3Plate Offsets (X,Y)-- [2:0-5-0,0-4-8], [4:0-5-0,0-4-8], [6:0-5-0,0-4-8], [10:0-5-0,0-4-8], [12:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.58 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.40 0.06 0.34 (loc) 11 11 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 473 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. REACTIONS. (size)14=Mechanical, 8=Mechanical Max Uplift 14=-1361(LC 8), 8=-1425(LC 8) Max Grav 14=2348(LC 25), 8=2451(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2241/1383, 1-2=-3958/2295, 2-3=-6263/3636, 3-4=-7037/4084, 4-5=-7037/4084, 5-6=-6270/3638, 6-7=-3978/2303, 7-8=-2321/1455 BOT CHORD 12-13=-2326/4001, 11-12=-3636/6263, 10-11=-3638/6270, 9-10=-2369/4069 WEBS 1-13=-2539/4380, 2-13=-1797/1300, 2-12=-1477/2550, 3-12=-962/780, 3-11=-519/870, 4-11=-587/577, 5-11=-516/863, 5-10=-946/766, 6-10=-1435/2489, 6-9=-1802/1308, 7-9=-2543/4395 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1361, 8=1425. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 October 26,2021 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 2958336-PSLP Truss A18 Truss Type Flat Girder Qty 1 Ply 2 Job Reference (optional) T25759232 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:08 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-bXfqo16s_GsBAQ3mDti8ByquBSnmsJFKCPZQ4_yPuLX LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-54, 8-14=-20 Concentrated Loads (lb) Vert: 13=-36(F) 2=-89(F) 15=-89(F) 16=-89(F) 17=-89(F) 18=-89(F) 19=-89(F) 20=-89(F) 22=-89(F) 23=-89(F) 25=-89(F) 26=-89(F) 27=-89(F) 28=-89(F) 29=-89(F) 30=-89(F) 32=-89(F) 33=-92(F) 34=-36(F) 35=-36(F) 36=-36(F) 37=-36(F) 38=-36(F) 39=-36(F) 40=-36(F) 41=-36(F) 42=-36(F) 43=-36(F) 44=-36(F) 45=-36(F) 46=-36(F) 47=-36(F) 48=-36(F) 49=-37(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 2958336-PSLP Truss B1 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) T25759233 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-fP3Vy9HGStl3TkifbWTfI7yNOVrdt3BXeFij6dyPuLI Scale = 1:52.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 6x8 ST1.5x8 STP ST1.5x8 STP 3x4 7x10 5x6 4x4 2x4 3x4 2x4 7x10 3x4 7x10 5x8 6x8 6x8 3x6 HGUS26-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 6-0-12 6-0-12 8-9-3 2-8-7 11-5-10 2-8-7 13-1-8 1-7-14 17-2-0 4-0-8 21-4-4 4-2-4 26-0-0 4-7-12 -1-0-0 1-0-0 6-0-12 6-0-12 8-9-3 2-8-7 11-5-10 2-8-7 17-2-0 5-8-6 21-4-4 4-2-4 26-0-0 4-7-12 0-4-36-10-156-1-150-9-06-10-156.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-1], [6:0-5-0,0-2-0], [8:0-3-8,0-2-8], [10:0-5-0,0-4-8], [11:0-3-8,0-3-12], [12:0-3-8,0-4-4], [13:0-4-4,0-3-8], [14:Edge,0-3-8], [15:0-2-8,0-3-12] 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 0.68 0.88 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.36 0.08 0.27 (loc) 12-13 12-13 10 12-13 l/defl >999 >858 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 621 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-14: 2x4 SP No.3, 10-13: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 9-10: 2x8 SP 2400F 2.0E, 13-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-7-10, 2=0-7-10 Max Horz 2=395(LC 8) Max Uplift 10=-4205(LC 8), 2=-3707(LC 8) Max Grav 10=8704(LC 2), 2=7001(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14432/7498, 3-4=-12679/6567, 4-5=-12407/6421, 5-6=-12370/6470, 6-7=-9006/4541, 7-8=-5751/2814 BOT CHORD 2-16=-6906/12733, 15-16=-6906/12733, 14-15=-347/586, 13-14=-307/656, 12-13=-4848/9239, 11-12=-4541/9006, 10-11=-2814/5751 WEBS 3-16=-1318/2325, 3-15=-2097/1320, 4-15=-306/505, 13-15=-5912/11192, 4-13=-555/368, 8-10=-9319/4566, 6-12=-807/535, 8-11=-3448/7256, 7-12=-2227/4383, 7-11=-5614/2946, 6-13=-3292/6191 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=4205, 2=3707. 9) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 6-1-8 from the left end to connect truss(es) to back face of bottom chord. 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 8-0-12 from the left end to 24-0-12 to connect truss(es) to back face of bottom chord. Continued on page 2 October 26,2021 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 2958336-PSLP Truss B1 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) T25759233 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:23 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-fP3Vy9HGStl3TkifbWTfI7yNOVrdt3BXeFij6dyPuLI NOTES- 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-9=-54, 2-14=-20, 10-13=-20 Concentrated Loads (lb) Vert: 16=-2339(B) 18=-1227(B) 19=-1227(B) 20=-1227(B) 21=-1227(B) 22=-1227(B) 23=-1227(B) 24=-1195(B) 25=-1193(B) 26=-1198(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 2958336-PSLP Truss B2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759234 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-7cdt9VIuDBtw5uHr9E_urKUZjvDCccThtvRHe3yPuLH Scale = 1:49.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 5x6 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 3x4 2x4 2x4 3x4 4x4 5x12 3x4 3x4 6-0-4 6-0-4 10-5-10 4-5-6 11-5-10 1-0-0 18-7-4 7-1-10 26-0-0 7-4-12 -1-0-0 1-0-0 6-0-4 6-0-4 11-6-0 5-5-12 18-7-4 7-1-4 26-0-0 7-4-12 0-4-36-1-35-4-30-9-06-1-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-3-0,0-2-0], [10:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.73 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.30 0.06 0.11 (loc) 9-10 9-10 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 5-9, 6-8 REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=349(LC 12) Max Uplift 8=-478(LC 12), 2=-507(LC 12) Max Grav 8=953(LC 1), 2=1059(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1711/878, 3-4=-1543/884, 4-5=-1515/959, 5-6=-1065/663 BOT CHORD 2-13=-1051/1541, 9-10=-803/1221, 8-9=-663/1065 WEBS 10-13=-967/1500, 6-9=-16/435, 6-8=-1272/796, 5-10=-358/636 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 11-6-0, Exterior(2R) 11-6-0 to 19-11-13, Interior(1) 19-11-13 to 25-10-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=478, 2=507. October 26,2021 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 2958336-PSLP Truss B3 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759235 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-boBFNrJW_V?ni2s2ixV7NY1lXIYxL3Wq6ZBqBVyPuLG Scale = 1:48.6 1 2 3 4 5 6 7 12 11 10 9 813 14 15 16 17 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x6 3x6 2x4 2x4 7x10 5x8 2x4 3x6 9-6-0 9-6-0 11-5-10 1-11-10 18-8-13 7-3-3 26-0-0 7-3-3 -1-0-0 1-0-0 5-0-4 5-0-4 9-6-0 4-5-12 11-5-10 1-11-10 18-8-13 7-3-3 26-0-0 7-3-3 0-4-35-1-34-4-30-9-05-1-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [6:0-3-0,0-3-0], [10:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.83 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.05 0.12 (loc) 2-12 2-12 8 9-10 l/defl >999 >843 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=296(LC 12) Max Uplift 8=-471(LC 12), 2=-525(LC 12) Max Grav 8=943(LC 1), 2=1028(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1647/970, 3-4=-1388/785, 4-5=-1476/969, 5-6=-1502/991, 6-7=-1280/783, 7-8=-881/609 BOT CHORD 2-12=-1085/1478, 5-10=-269/308, 9-10=-802/1300 WEBS 3-12=-345/373, 10-12=-695/1265, 4-10=-545/728, 6-10=-217/278, 6-9=-548/524, 7-9=-883/1437 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 4-10-5, Interior(1) 4-10-5 to 9-6-0, Exterior(2R) 9-6-0 to 17-11-13, Interior(1) 17-11-13 to 25-10-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=471, 2=525. October 26,2021 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 2958336-PSLP Truss B4 Truss Type HALF HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T25759236 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-0NtO?sLPHQNMZVbcO32q?AfAzWX4YL8GoXPUnqyPuLD Scale = 1:48.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 WB 5x8 3x6 3x6 2x4 3x4 6x8 7x10 5x6 5x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-6-0 7-6-0 11-5-10 3-11-10 18-6-1 7-0-7 26-0-0 7-5-15 -1-0-0 1-0-0 7-6-0 7-6-0 11-5-10 3-11-10 18-6-1 7-0-7 26-0-0 7-5-15 0-4-34-1-33-4-30-9-04-1-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [5:0-3-0,Edge], [9:0-3-8,0-2-8], [10:0-4-0,Edge], [12:0-3-8,0-2-12] 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 0.88 0.93 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.42 0.09 (loc) 9-10 9-10 8 l/defl >958 >730 n/a L/d 240 240 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 *Except* 2-11: 2x4 SP No.2, 4-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2, 6-10,7-9: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-5 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=242(LC 21) Max Uplift 8=-1237(LC 8), 2=-1066(LC 8) Max Grav 8=1971(LC 25), 2=1745(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3078/1833, 3-4=-3905/2454, 4-6=-3998/2515, 6-7=-3388/2053, 7-8=-1846/1287 BOT CHORD 2-12=-1703/2690, 4-10=-575/569, 9-10=-2053/3388 WEBS 10-12=-1483/2494, 3-10=-973/1609, 6-10=-502/663, 6-9=-1073/998, 7-9=-2153/3550 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1237, 2=1066. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 192 lb up at 7-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 2-11=-20, 8-10=-20 Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. October 26,2021 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 2958336-PSLP Truss B4 Truss Type HALF HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T25759236 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:28 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-0NtO?sLPHQNMZVbcO32q?AfAzWX4YL8GoXPUnqyPuLD LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-68(F) 7=-121(F) 12=-212(F) 6=-89(F) 9=-36(F) 13=-83(F) 14=-83(F) 15=-89(F) 17=-89(F) 18=-89(F) 19=-89(F) 20=-89(F) 21=-89(F) 22=-43(F) 23=-43(F) 24=-36(F) 25=-36(F) 26=-36(F) 27=-36(F) 28=-36(F) 29=-36(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 2958336-PSLP Truss C1 Truss Type Common Girder Qty 1 Ply 3 Job Reference (optional) T25759237 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-UZQmDCM12jVDBfApxna3YOCQsw?xHpRQ1B92KGyPuLC Scale = 1:37.1 1 2 3 4 5 6 9 8 71011 12 13 4x4 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 7x10 3x6 3x8 3x4 3x8 HGUS26-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 6-0-12 6-0-12 10-0-0 3-11-4 13-11-4 3-11-4 19-11-0 5-11-12 -1-0-0 1-0-0 6-0-12 6-0-12 10-0-0 3-11-4 13-11-4 3-11-4 19-11-0 5-11-12 0-4-35-4-30-4-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [8:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.44 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.04 0.14 (loc) 8-9 8-9 6 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 330 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-6-10, 2=0-7-10 Max Horz 2=231(LC 24) Max Uplift 6=-3059(LC 8), 2=-2622(LC 8) Max Grav 6=6227(LC 1), 2=4891(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9971/5204, 3-4=-7397/3823, 4-5=-7406/3828, 5-6=-10509/5211 BOT CHORD 2-9=-4521/8775, 8-9=-4521/8775, 7-8=-4534/9277, 6-7=-4534/9277 WEBS 4-8=-3260/6366, 5-8=-3614/1678, 5-7=-1472/3551, 3-8=-2769/1663, 3-9=-1484/2710 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=3059, 2=2622. 9) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 6-1-8 from the left end to connect truss(es) to front face of bottom chord. 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 8-0-12 from the left end to 18-0-12 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 October 26,2021 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 2958336-PSLP Truss C1 Truss Type Common Girder Qty 1 Ply 3 Job Reference (optional) T25759237 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:29 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-UZQmDCM12jVDBfApxna3YOCQsw?xHpRQ1B92KGyPuLC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 2-6=-20 Concentrated Loads (lb) Vert: 8=-1227(F) 7=-1227(F) 9=-2254(F) 10=-1227(F) 11=-1227(F) 12=-1227(F) 13=-1227(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 2958336-PSLP Truss C2 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T25759238 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-ym_8QYNfp1d4ppl?VU5I4bkYuJI00PhZFrubsjyPuLB Scale = 1:36.2 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 5x6 3x4 3x4 2x4 2x4 2x4 2x4 5-10-4 5-10-4 14-1-12 8-3-8 19-11-0 5-9-4 -1-0-0 1-0-0 5-10-4 5-10-4 8-2-3 2-3-15 8-6-8 0-4-5 10-0-0 1-5-8 11-5-8 1-5-8 11-9-13 0-4-5 14-1-12 2-3-15 19-11-0 5-9-4 0-4-35-4-30-4-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.58 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.56 0.02 0.22 (loc) 9-11 9-11 8 9-11 l/defl >665 >413 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 8-10: 2x6 SP No.2 WEBS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. REACTIONS. (size)8=0-6-10, 2=0-7-10 Max Horz 2=231(LC 11) Max Uplift 8=-287(LC 12), 2=-392(LC 12) Max Grav 8=1029(LC 19), 2=1104(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1752/677, 3-4=-1367/721, 4-5=-251/809, 5-6=-239/824, 6-7=-1352/733, 7-8=-1734/690 BOT CHORD 2-11=-467/1447, 9-11=-467/1447, 8-9=-467/1447 WEBS 4-6=-2294/1089, 7-9=0/600, 3-11=0/608 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 10-0-0, Exterior(2R) 10-0-0 to 16-0-0, Interior(1) 16-0-0 to 19-7-11 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=287, 2=392. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 26,2021 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 2958336-PSLP Truss C3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25759239 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-QyYWduOHaLlxQzJB3CcXdoHoXjdpltmjUUe8O9yPuLA Scale = 1:35.9 1 2 3 4 5 6 7 9 8 10 11 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 3x6 5x6 3x4 2x4 2x4 9-0-0 9-0-0 11-0-0 2-0-0 19-11-0 8-11-0 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 11-0-0 2-0-0 15-2-12 4-2-12 19-11-0 4-8-4 0-4-34-10-30-4-114-10-36.00 12 Plate Offsets (X,Y)-- [7:Edge,0-0-12], [8:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.67 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.30 0.03 -0.09 (loc) 2-9 2-9 7 2-9 l/defl >999 >783 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. REACTIONS. (size)7=0-6-10, 2=0-7-10 Max Horz 2=211(LC 11) Max Uplift 7=-337(LC 12), 2=-441(LC 12) Max Grav 7=713(LC 1), 2=789(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1177/911, 3-4=-925/691, 4-5=-779/687, 5-6=-926/708, 6-7=-1181/907 BOT CHORD 2-9=-733/1082, 8-9=-372/779, 7-8=-702/1013 WEBS 3-9=-363/410, 4-9=-126/266, 5-8=-151/266, 6-8=-369/421 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(2E) 9-0-0 to 19-7-11 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=337, 2=441. October 26,2021 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 2958336-PSLP Truss C4 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25759240 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-u86vrEOvLetn27uOdv7m90ptE7wtUJtsj8NiwbyPuL9 Scale = 1:36.3 1 2 3 4 5 6 9 8 7 10 11 12 13 5x8 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 4x6 2x4 3x4 3x6 Special NAILED NAILED Special Special NAILED NAILED Special 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 21-0-0 1-0-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [4:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.81 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.18 0.07 (loc) 2-9 7-9 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 85 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.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. REACTIONS. (size)2=0-7-10, 5=0-7-10 Max Horz 2=174(LC 7) Max Uplift 2=-853(LC 8), 5=-853(LC 8) Max Grav 2=1493(LC 29), 5=1493(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2589/1393, 3-4=-2285/1315, 4-5=-2591/1393 BOT CHORD 2-9=-1104/2322, 7-9=-1107/2345, 5-7=-1085/2241 WEBS 3-9=-54/660, 4-7=-64/661 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=853, 5=853. 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 13-0-0 on top chord, and 335 lb down and 152 lb up at 7-0-0, and 335 lb down and 152 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-157(B) 4=-157(B) 9=-321(B) 7=-321(B) 10=-107(B) 11=-107(B) 12=-57(B) 13=-57(B) October 26,2021 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 2958336-PSLP Truss CJ1 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T25759241 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-MLgH2aPY6y?egGTaAde?iDMCMXSbDp20yo7FT2yPuL8 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=141. October 26,2021 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 2958336-PSLP Truss CJ2 Truss Type CORNER JACK Qty 2 Ply 1 Job Reference (optional) T25759242 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-qXEfGwQAtG7VHQ2mkK9EFRvMnxo9yGI9ASso?UyPuL7 Scale = 1:11.0 1 2 5 3 42x4 ST1.5x8 STP 3x4 0-11-0 0-11-0 -1-1-0 1-1-0 0-11-0 0-11-0 1-1-111-7-30-4-111-2-81-7-36.00 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-R 0.22 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-6-10, 3=Mechanical, 4=Mechanical Max Horz 5=113(LC 12) Max Uplift 5=-94(LC 12), 3=-26(LC 1), 4=-24(LC 12) Max Grav 5=165(LC 1), 3=19(LC 8), 4=24(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-133/267 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 ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. October 26,2021 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 2958336-PSLP Truss CJ3 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T25759243 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-Jjo1TGRoeZFMvadzI2hTneRXvK7_hjYIP6cMXwyPuL6 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 100 lb uplift at joint(s) 3 except (jt=lb) 2=148. October 26,2021 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 2958336-PSLP Truss CJ5 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T25759244 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-BU1YJdUIhomoOBxkXtlPyUc6MyR0dWXuKkaZghyPuL2 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 100 lb uplift at joint(s) except (jt=lb) 3=125, 2=158. October 26,2021 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 2958336-PSLP Truss CJ21 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25759245 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-qXEfGwQAtG7VHQ2mkK9EFRvMnxlWyGI9ASso?UyPuL7 Scale: 3/4"=1' 1 2 5 3 4 3x4 ST1.5x8 STP 3x4 2-11-0 2-11-0 -1-1-0 1-1-0 2-11-0 2-11-0 1-1-112-7-30-4-112-2-82-7-36.00 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-R 0.22 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-6-10, 3=Mechanical, 4=Mechanical Max Horz 5=124(LC 12) Max Uplift 5=-111(LC 12), 3=-71(LC 12), 4=-6(LC 12) Max Grav 5=186(LC 1), 3=76(LC 17), 4=47(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-160/296 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=111. October 26,2021 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 2958336-PSLP Truss CJ31 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25759246 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-nvLPhbRQOtNDXkC9slCiKs_itkTfQAoSemLv4MyPuL5 Scale = 1:13.3 1 2 3 4 3x4 ST1.5x8 STP 3-6-0 3-6-0 -1-0-0 1-0-0 3-6-0 3-6-0 0-4-32-1-31-8-82-1-36.00 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 0.25 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -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: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 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=132(LC 12) Max Uplift 3=-74(LC 12), 2=-149(LC 12) Max Grav 3=91(LC 17), 2=207(LC 17), 4=62(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 100 lb uplift at joint(s) 3 except (jt=lb) 2=149. October 26,2021 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 2958336-PSLP Truss CJ33 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T25759247 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-F6vouxS29BV49unLPSjxs3XtO8pC9c2btQ5TcpyPuL4 Scale: 1"=1' 1 2 3 6 4 5 2x4 ST1.5x8 STP 2x4 5x6 2-8-6 2-8-6 3-0-0 0-3-10 -1-0-0 1-0-0 2-8-6 2-8-6 3-0-0 0-3-10 0-4-31-10-30-10-31-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-7-4,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.01 0.01 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=119(LC 12) Max Uplift 4=-31(LC 12), 2=-146(LC 12), 5=-7(LC 9) Max Grav 4=60(LC 17), 2=194(LC 17), 5=49(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 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=146. October 26,2021 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 2958336-PSLP Truss CJ41 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25759248 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-jITA5HTgwUdxm2MXzAEAPH3xQY04u3Hl54q08FyPuL3 Scale = 1:20.9 1 2 5 3 43x6 ST1.5x8 STP 3x6 4-11-0 4-11-0 -1-1-0 1-1-0 4-11-0 4-11-0 1-1-113-7-33-2-83-7-36.00 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-R 0.69 0.63 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.08 0.07 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >779 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-6-10, 3=Mechanical, 4=Mechanical Max Horz 5=178(LC 12) Max Uplift 5=-128(LC 12), 3=-125(LC 12), 4=-7(LC 12) Max Grav 5=253(LC 17), 3=141(LC 17), 4=85(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-220/394 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 100 lb uplift at joint(s) 4 except (jt=lb) 5=128, 3=125. October 26,2021 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 2958336-PSLP Truss CJ51 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25759249 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-fhbwWzVxS6uf0LWw5bGeUi9EJLmEMzn1ZOJ7D8yPuL1 Scale = 1:20.4 1 2 5 3 43x6 ST1.5x8 STP 5-6-0 5-6-0 -1-0-0 1-0-0 5-6-0 5-6-0 0-4-33-1-32-8-83-1-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.86 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >745 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=186(LC 12) Max Uplift 3=-141(LC 12), 2=-162(LC 12) Max Grav 3=164(LC 17), 2=279(LC 17), 4=102(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 5-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=141, 2=162. October 26,2021 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 2958336-PSLP Truss CJ53 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25759250 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-7t9IkJVZDP0WdV46eInt1vhVCl5e5Q1Bn23glayPuL0 Scale = 1:19.2 1 2 3 6 4 5 3x6 ST1.5x8 STP 2x4 5x6 2-8-6 2-8-6 5-0-0 2-3-10 -1-0-0 1-0-0 2-8-6 2-8-6 5-0-0 2-3-10 0-4-32-10-31-10-32-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [3:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.05 0.11 (loc) 6 6 5 6 l/defl >999 >774 n/a >522 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=172(LC 12) Max Uplift 4=-87(LC 12), 2=-154(LC 12), 5=-12(LC 12) Max Grav 4=122(LC 17), 2=267(LC 17), 5=82(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 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=154. October 26,2021 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 2958336-PSLP Truss CJ54 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25759251 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-b3jhxfWB_j8NFffJC0J6Z7EeQ9QyqtHK0ioEH0yPuL? Scale = 1:19.2 1 2 5 3 4 3x4 ST1.5x8 STP 2x4 5x6 2-7-6 2-7-6 4-11-0 2-3-10 2-7-6 2-7-6 4-11-0 2-3-10 0-4-112-10-31-10-32-5-81-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-12,0-0-2], [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 -0.06 0.12 (loc) 5 5 4 5 l/defl >999 >677 n/a >444 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 *Except* 2-5: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=0-6-10, 3=Mechanical, 4=Mechanical Max Horz 1=134(LC 12) Max Uplift 1=-41(LC 12), 3=-95(LC 12), 4=-21(LC 12) Max Grav 1=183(LC 17), 3=127(LC 17), 4=83(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=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 100 lb uplift at joint(s) 1, 3, 4. October 26,2021 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 2958336-PSLP Truss D1 Truss Type Jack-Closed Qty 9 Ply 1 Job Reference (optional) T25759252 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-4GH39?Xpl0GEtpEVmjqL6KnlTZkuZGrUFMYnpSyPuL_ Scale = 1:44.7 1 2 3 4 6 5 7 8 5x8 ST1.5x8 STP 3x4 6x8 3x8 2x4 7-9-8 7-9-8 15-4-0 7-6-8 -1-0-0 1-0-0 7-9-8 7-9-8 15-4-0 7-6-8 0-4-38-0-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [3:0-4-0,0-3-0] 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 0.80 0.59 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.02 0.10 (loc) 5-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS. (size)5=Mechanical, 2=0-7-10 Max Horz 2=447(LC 12) Max Uplift 5=-362(LC 12), 2=-259(LC 12) Max Grav 5=646(LC 17), 2=653(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-790/229, 4-5=-194/297 BOT CHORD 2-6=-650/743, 5-6=-651/739 WEBS 3-6=0/350, 3-5=-826/723 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 15-2-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=362, 2=259. October 26,2021 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 2958336-PSLP Truss D2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759253 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-uQeKP2caLs0Nbkif6_xlMb1nI_nIz_KMdI?506yPuKu Scale = 1:44.5 1 2 3 4 6 5 7 85x8 ST1.5x8 STP 3x4 6x8 3x8 2x4 7-9-8 7-9-8 15-4-0 7-6-8 -1-0-0 1-0-0 7-9-8 7-9-8 15-0-0 7-2-8 15-4-0 0-4-0 0-4-37-10-37-8-46.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [3:0-4-0,0-3-0] 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 0.78 0.59 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.02 0.10 (loc) 5-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS. (size)5=Mechanical, 2=0-7-10 Max Horz 2=447(LC 12) Max Uplift 5=-362(LC 12), 2=-259(LC 12) Max Grav 5=646(LC 17), 2=653(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-790/207, 4-5=-194/295 BOT CHORD 2-6=-576/743, 5-6=-577/739 WEBS 3-6=0/350, 3-5=-826/639 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 15-2-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=362, 2=259. October 26,2021 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 2958336-PSLP Truss D3 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759254 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-McCidOcC5A8ECuGrghS_upZzeN7YiHqWsykfYZyPuKt Scale = 1:40.6 1 2 3 4 5 7 6 8 9 10 11 4x4 ST1.5x8 STP 3x4 6x8 3x6 3x4 2x4 2x4 7-9-8 7-9-8 13-0-0 5-2-8 15-4-0 2-4-0 -1-0-0 1-0-0 7-9-8 7-9-8 13-0-0 5-2-8 15-4-0 2-4-0 0-4-36-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.59 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.02 0.10 (loc) 6-7 2-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. JOINTS 1 Brace at Jt(s): 8 REACTIONS. (size)6=Mechanical, 2=0-7-10 Max Horz 2=389(LC 12) Max Uplift 6=-334(LC 12), 2=-286(LC 12) Max Grav 6=602(LC 17), 2=660(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-791/355 BOT CHORD 2-7=-688/728, 6-7=-688/728 WEBS 3-7=0/350, 3-8=-794/738, 6-8=-841/814 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 13-0-0, Exterior(2E) 13-0-0 to 15-2-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=334, 2=286. October 26,2021 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 2958336-PSLP Truss D4 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759255 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-rol4qkdqsUG5q1r1EPzDR06CKnS5RqZf5cUC4?yPuKs Scale = 1:37.3 1 2 3 4 5 7 6 8 9 10 11 12 5x6 ST1.5x8 STP 2x4 6x8 3x6 3x4 2x4 7-9-8 7-9-8 15-4-0 7-6-8 -1-0-0 1-0-0 5-9-4 5-9-4 11-0-0 5-2-12 15-4-0 4-4-0 0-4-35-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-3-0,0-2-0] 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 0.49 0.63 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.19 0.01 0.05 (loc) 6-7 6-7 6 2-7 l/defl >999 >932 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-7-10 Max Horz 2=336(LC 12) Max Uplift 6=-313(LC 12), 2=-308(LC 12) Max Grav 6=701(LC 17), 2=780(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1024/559, 3-4=-869/502 BOT CHORD 2-7=-836/953, 6-7=-353/389 WEBS 3-7=-354/498, 4-7=-377/708, 4-6=-621/580 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 11-0-0, Exterior(2E) 11-0-0 to 15-2-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=313, 2=308. October 26,2021 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 2958336-PSLP Truss D5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759256 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-J_JS14eSdnOySBQEo6USzEfLPBoWAEYoJGDldRyPuKr Scale = 1:34.6 1 2 3 4 5 8 7 6 10 11 9 3x4 ST1.5x8 STP 4x4 2x4 6x8 3x6 2x4 5x8 2-8-6 2-8-6 9-0-0 6-3-10 15-4-0 6-4-0 -1-0-0 1-0-0 2-8-6 2-8-6 9-0-0 6-3-10 15-4-0 6-4-0 0-4-34-10-33-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-1-3,0-2-8], [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.62 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.64 0.31 0.61 (loc) 3-7 3-7 9 3-7 l/defl >545 >279 n/a >289 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 2-8: 2x4 SP No.2, 3-8: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 9=Mechanical Max Horz 2=282(LC 12) Max Uplift 2=-320(LC 12), 9=-292(LC 12) Max Grav 2=660(LC 17), 9=545(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/0, 3-4=-784/519, 6-9=-545/483 BOT CHORD 3-7=-621/707, 6-7=-625/720 WEBS 4-7=-99/386, 4-6=-819/721 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 9-0-0, Exterior(2E) 9-0-0 to 15-1-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=320, 9=292. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2958336-PSLP Truss D6 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T25759257 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-nBtrFPf4O5Wp3L?QLp?hWRBVMb3RvpxyYwzJ9tyPuKq Scale = 1:33.0 1 2 3 4 5 6 9 8 7 11 12 13 14 15 16 10 4x4 ST1.5x8 STP 2x4 3x4 2x4 6x8 3x8 3x4 3x4 5x6 Special NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED 2-8-6 2-8-6 7-0-0 4-3-10 15-4-0 8-4-0 -1-0-0 1-0-0 2-8-6 2-8-6 7-0-0 4-3-10 11-1-0 4-1-0 15-4-0 4-3-0 0-4-33-10-32-10-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-0-8,Edge], [3:0-0-7,0-2-8], [10:0-1-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.96 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.37 0.22 0.33 (loc) 9 9 10 9 l/defl >889 >475 n/a >532 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-9: 2x6 SP No.2, 3-7: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-9. REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=229(LC 21) Max Uplift 2=-621(LC 8), 10=-813(LC 8) Max Grav 2=1116(LC 25), 10=1346(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-572/186, 3-4=-2444/1298, 4-5=-2261/1267, 7-10=-1346/813, 6-7=-286/242 BOT CHORD 3-8=-1259/2233, 7-8=-942/1500 WEBS 4-8=-163/543, 5-8=-388/907, 5-7=-1677/1096 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=621, 10=813. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 275 lb down and 254 lb up at 7-0-0 on top chord, and 449 lb down and 280 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). October 26,2021 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 2958336-PSLP Truss D6 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T25759257 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:53 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-nBtrFPf4O5Wp3L?QLp?hWRBVMb3RvpxyYwzJ9tyPuKq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-9=-20, 3-7=-20 Concentrated Loads (lb) Vert: 4=-96(F) 6=-121(F) 8=-430(F) 5=-96(F) 11=-96(F) 12=-96(F) 14=-71(F) 15=-71(F) 16=-71(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 2958336-PSLP Truss D7 Truss Type Jack-Closed Qty 1 Ply 1 Job Reference (optional) T25759258 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-FNRDSlfj9PeghVacvXWw3fkgi?QueEc5nZishKyPuKp Scale = 1:45.2 1 2 3 4 5 11 10 9 8 7 6 12 5x8 ST1.5x8 STP 2x4 3x6 4x4 2x4 6x8 3x6 2x4 2x4 2x4 2-8-6 2-8-6 7-9-8 5-1-2 12-7-10 4-10-2 15-4-0 2-8-6 -1-0-0 1-0-0 2-8-6 2-8-6 7-9-8 5-1-2 12-7-10 4-10-2 15-4-0 2-8-6 0-4-38-0-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-0-7,0-2-8], [4:0-4-0,0-3-0] 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 0.67 0.88 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.47 0.26 0.43 (loc) 3-10 3-10 6 3-10 l/defl >733 >377 n/a >414 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-11: 2x6 SP No.2, 3-8: 2x4 SP No.1, 7-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-4 oc bracing. WEBS 1 Row at midpt 5-6, 4-8 REACTIONS. (size)6=Mechanical, 2=0-7-10 Max Horz 2=447(LC 12) Max Uplift 6=-361(LC 12), 2=-254(LC 12) Max Grav 6=648(LC 17), 2=662(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-316/0, 3-4=-1023/423, 6-8=-618/452 BOT CHORD 3-10=-730/1027, 9-10=-729/1019, 8-9=-739/1011 WEBS 4-10=-28/383, 4-8=-1082/778 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 15-2-4 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=361, 2=254. October 26,2021 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 2958336-PSLP Truss D8 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759259 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-jZ?bg5gLwinXJf9pTE19bsGrPOmuNXGF?DSQDmyPuKo Scale = 1:45.2 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 5x8 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 3x6 4x4 2x4 6x8 3x6 2x4 2x4 2x4 2x4 2-8-6 2-8-6 7-9-8 5-1-2 12-7-10 4-10-2 15-4-0 2-8-6 -1-0-0 1-0-0 2-8-6 2-8-6 7-9-8 5-1-2 12-7-10 4-10-2 13-6-0 0-10-6 15-4-0 1-10-0 0-4-37-1-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-0-7,0-2-8], [4:0-4-0,0-3-0] 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 0.67 0.89 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.48 0.26 0.43 (loc) 3-11 3-11 7 3-11 l/defl >716 >369 n/a >409 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x6 SP No.2, 3-9: 2x4 SP No.1, 8-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)7=0-7-10, 2=0-7-10 Max Horz 2=403(LC 12) Max Uplift 7=-339(LC 12), 2=-274(LC 12) Max Grav 7=611(LC 17), 2=665(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/0, 3-4=-1005/579, 7-9=-578/577 BOT CHORD 3-11=-915/988, 10-11=-914/981, 9-10=-903/982 WEBS 4-11=-42/366, 4-13=-1025/954, 9-13=-1058/1006 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 13-6-0, Exterior(2E) 13-6-0 to 15-1-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=339, 2=274. October 26,2021 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 2958336-PSLP Truss D9 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759260 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-BmZztRhzh0vOwpk?1yZO84p1Po6P62lOEtBzmCyPuKn Scale = 1:38.8 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 4x4 ST1.5x8 STP ST1.5x8 STP 3x4 3x6 4x4 2x4 6x8 3x6 2x4 2x4 3x4 2x4 2x4 2-8-6 2-8-6 7-9-8 5-1-2 12-7-10 4-10-2 15-4-0 2-8-6 -1-0-0 1-0-0 2-8-6 2-8-6 7-9-8 5-1-2 11-6-0 3-8-8 12-7-10 1-1-10 15-4-0 2-8-6 0-4-36-1-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-0-7,0-2-8] 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 0.59 0.88 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.48 0.25 0.45 (loc) 3-11 3-11 7 3-11 l/defl >724 >372 n/a >393 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x6 SP No.2, 3-9: 2x4 SP No.1, 8-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)7=0-7-10, 2=0-7-10 Max Horz 2=349(LC 12) Max Uplift 7=-316(LC 12), 2=-296(LC 12) Max Grav 7=574(LC 17), 2=666(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/0, 3-4=-1008/674, 7-9=-540/515 BOT CHORD 3-11=-926/974, 10-11=-926/974, 9-10=-914/983 WEBS 4-11=-49/363, 4-13=-1008/968, 9-13=-1025/994 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 11-6-0, Exterior(2E) 11-6-0 to 15-1-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=316, 2=296. October 26,2021 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 2958336-PSLP Truss D10 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759261 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-0eOpZgY3HeWx66Out8spBls8AMNX16Enig1utLyPuKy Scale = 1:35.5 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 3x4 ST1.5x8 STP ST1.5x8 STP 3x6 4x4 2x4 6x8 3x6 2x4 2x4 3x4 5x8 2x4 2-8-6 2-8-6 9-6-0 6-9-10 12-7-10 3-1-10 15-4-0 2-8-6 -1-0-0 1-0-0 2-8-6 2-8-6 6-1-1 3-4-11 9-6-0 3-4-15 12-7-10 3-1-10 15-4-0 2-8-6 0-4-35-1-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-8], [5:0-6-0,0-2-8] 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 0.59 0.77 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.51 0.24 0.43 (loc) 3-11 3-11 7 3-11 l/defl >774 >349 n/a >416 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-12: 2x6 SP No.2, 8-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. REACTIONS. (size)7=0-7-10, 2=0-7-10 Max Horz 2=296(LC 12) Max Uplift 7=-297(LC 12), 2=-316(LC 12) Max Grav 7=545(LC 1), 2=662(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/0, 3-4=-1104/875, 4-5=-687/495, 7-9=-522/498 BOT CHORD 3-11=-1091/1094, 10-11=-502/595, 9-10=-493/573 WEBS 5-11=-324/499, 5-9=-699/592, 4-11=-590/684 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 9-6-0, Exterior(2E) 9-6-0 to 15-1-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=297, 2=316. October 26,2021 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 2958336-PSLP Truss D11 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759262 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-UryBn0Zh2xeokGz4RrN2kzPICmgemdrwxKmRPnyPuKx Scale = 1:31.0 1 2 3 4 5 11 10 9 8 7 6 12 13 5x8 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 4x4 2x4 6x8 3x6 2x4 2x4 2x4 2-8-6 2-8-6 7-6-0 4-9-10 12-7-10 5-1-10 15-4-0 2-8-6 -1-0-0 1-0-0 2-8-6 2-8-6 7-6-0 4-9-10 12-7-10 5-1-10 15-4-0 2-8-6 0-4-34-1-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-0-7,0-2-8], [4:0-5-4,0-2-0], [5:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.90 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.47 0.26 0.44 (loc) 3-10 3-10 6 3-10 l/defl >724 >374 n/a >408 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-11: 2x6 SP No.2, 3-8: 2x4 SP No.1, 7-9: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS. (size)6=0-7-10, 2=0-7-10 Max Horz 2=242(LC 12) Max Uplift 6=-281(LC 12), 2=-331(LC 12) Max Grav 6=545(LC 1), 2=652(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/22, 3-4=-948/710, 6-8=-510/517, 5-8=-202/288 BOT CHORD 3-10=-754/861, 9-10=-757/875, 8-9=-716/879 WEBS 4-10=-67/358, 4-8=-864/755 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 7-6-0, Exterior(2E) 7-6-0 to 15-1-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=281, 2=331. October 26,2021 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 2958336-PSLP Truss D12 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25759263 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-y1Wa_MaKpFmfLQYG?ZuHGAxUgA1xV2h3A_W?xEyPuKw Scale = 1:28.3 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 4x6 ST1.5x8 STP ST1.5x8 STP 3x6 4x4 2x4 6x8 3x6 2x4 2x4 3x4 3x4 3x4 3x6 2-8-6 2-8-6 5-6-0 2-9-10 10-4-0 4-10-0 12-7-10 2-3-10 15-4-0 2-8-6 -1-0-0 1-0-0 2-8-6 2-8-6 5-6-0 2-9-10 10-4-0 4-10-0 12-7-10 2-3-10 15-4-0 2-8-6 0-4-33-1-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-0-7,0-2-8] 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 0.59 0.84 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.34 0.20 0.30 (loc) 13 13 7 13 l/defl >994 >516 n/a >599 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-13: 2x6 SP No.2, 3-9: 2x4 SP No.1, 8-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. REACTIONS. (size)7=0-7-10, 2=0-7-10 Max Horz 2=188(LC 12) Max Uplift 7=-269(LC 12), 2=-343(LC 12) Max Grav 7=545(LC 1), 2=636(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/94, 3-4=-1232/1053, 4-5=-1130/1058, 5-6=-1023/940, 7-9=-505/475, 6-9=-475/468 BOT CHORD 3-12=-1052/1113, 11-12=-940/1023 WEBS 4-12=-75/253, 5-11=-309/433, 6-11=-925/1000 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 5-6-0, Exterior(2R) 5-6-0 to 13-11-13, Interior(1) 13-11-13 to 15-1-4 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=269, 2=343. October 26,2021 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 2958336-PSLP Truss D13 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25759264 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-QD4yCibyaZuWza7SZGPWpOUiaaUNEU3DOeFYUgyPuKv Scale = 1:28.0 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 4x4 ST1.5x8 STP ST1.5x8 STP 2x4 3x4 3x4 3x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-6-0 3-6-0 9-4-0 5-10-0 15-4-0 6-0-0 -1-0-0 1-0-0 3-6-0 3-6-0 9-4-0 5-10-0 15-4-0 6-0-0 0-4-32-1-36.00 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.44 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.02 0.08 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing. REACTIONS. (size)6=0-7-10, 2=0-7-10 Max Horz 2=135(LC 24) Max Uplift 6=-386(LC 8), 2=-429(LC 8) Max Grav 6=634(LC 28), 2=695(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1064/551, 3-4=-935/526, 4-5=-1301/750, 5-6=-562/378 BOT CHORD 2-8=-521/915, 7-8=-750/1301 WEBS 3-8=-79/272, 4-8=-436/281, 5-7=-739/1281 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=386, 2=429. 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, 3-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 8=5(B) 5=-4(B) 16=4(B) 17=4(B) 18=4(B) 19=4(B) 20=4(B) 21=4(B) October 26,2021 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 2958336-PSLP Truss EJ1 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) T25759265 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-fy7L5nibSK1EYyJBaf4dgHMKWCf6rf_YTXxWIgyPuKm Scale = 1:7.9 1 2 3 4 5x6 ST1.5x8 STP2x4 1-4-0 1-4-0 -1-0-0 1-0-0 1-4-0 1-4-0 0-4-31-0-36.00 12 Plate Offsets (X,Y)-- [3:0-9-11,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.12 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 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 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 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=1-4-0, 4=1-4-0, 2=1-4-0 Max Horz 2=72(LC 12) Max Uplift 4=-8(LC 9), 2=-124(LC 12) Max Grav 4=28(LC 17), 4=21(LC 1), 2=125(LC 17) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=124. October 26,2021 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 2958336-PSLP Truss EJ2 Truss Type JACK-OPEN Qty 7 Ply 1 Job Reference (optional) T25759266 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-fy7L5nibSK1EYyJBaf4dgHMIzCdKrf_YTXxWIfyPuKm Scale = 1:13.5 1 2 5 3 42x4 ST1.5x8 STP 3x4 1-11-0 1-11-0 -1-1-0 1-1-0 1-11-0 1-11-0 1-1-112-1-31-8-82-1-36.00 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-R 0.22 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-6-10, 3=Mechanical, 4=Mechanical Max Horz 5=140(LC 12) Max Uplift 5=-96(LC 12), 3=-48(LC 12), 4=-12(LC 12) Max Grav 5=161(LC 1), 3=46(LC 17), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-135/261 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 ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. October 26,2021 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 2958336-PSLP Truss EJ3 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25759267 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-88hkI7jDDd95A6uN8NbsDVuOoczpa6EhiBh4q5yPuKl Scale = 1:13.3 1 2 3 43x4 5x8 ST1.5x8 STP 1-5-3 1-5-3 3-6-0 2-0-13 -1-0-0 1-0-0 3-6-0 3-6-0 0-4-32-1-31-8-82-1-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-2], [2:0-1-4,1-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -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: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 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=132(LC 12) Max Uplift 3=-74(LC 12), 2=-149(LC 12) Max Grav 3=91(LC 17), 2=207(LC 17), 4=62(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 100 lb uplift at joint(s) 3 except (jt=lb) 2=149. October 26,2021 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 2958336-PSLP Truss EJ6 Truss Type Jack-Open Qty 25 Ply 1 Job Reference (optional) T25759268 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-4XoUjpkTlFPpPQ1mGodKIw_faPam20k_9VABvzyPuKj Scale = 1:21.6 1 2 5 3 43x6 ST1.5x8 STP 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-4-33-4-32-11-83-4-36.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.77 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >564 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 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 5-10-4 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=199(LC 12) Max Uplift 3=-157(LC 12), 2=-166(LC 12) Max Grav 3=182(LC 17), 2=298(LC 17), 4=112(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 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=157, 2=166. October 26,2021 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 2958336-PSLP Truss EJ7 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T25759269 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-0wwE8UmkHsfXekB9NCgoNL3?KDB7WwEHcpfHzsyPuKh 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 100 lb uplift at joint(s) except (jt=lb) 3=165, 2=175. October 26,2021 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 2958336-PSLP Truss EJ31 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25759270 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:11:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-cLE6VTjr_xHynGSai465miRbj0J2JZUqwrQdNXyPuKk Scale = 1:13.3 1 2 32x4 5x8 ST1.5x8 STP 1-1-6 1-1-6 1-5-3 0-3-13 3-6-0 2-0-13 3-6-0 3-6-0 0-4-32-1-31-8-82-1-36.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge], [1:0-1-4,1-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 1-3 1-3 2 1 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 WEDGE Left: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-7-10 Max Horz 1=94(LC 12) Max Uplift 2=-97(LC 12), 1=-28(LC 12) Max Grav 2=107(LC 17), 3=62(LC 3), 1=120(LC 17) 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 100 lb uplift at joint(s) 2, 1. October 26,2021 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 2958336-PSLP Truss EJ61 Truss Type JACK-OPEN Qty 2 Ply 1 Job Reference (optional) T25759271 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-YjMsw9l6WYXg1acypV8Zr7WqpppknT_7O9vkRQyPuKi Scale = 1:26.7 1 2 5 6 3 4 5x6 ST1.5x8 STP 3x6 5-11-0 5-11-0 -1-1-0 1-1-0 5-11-0 5-11-0 1-1-114-1-33-8-84-1-36.00 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-R 0.81 0.87 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.10 -0.13 0.14 (loc) 4-5 4-5 3 4-5 l/defl >999 >709 n/a >480 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. REACTIONS. (size)5=0-6-10, 3=Mechanical, 4=Mechanical Max Horz 5=246(LC 12) Max Uplift 5=-135(LC 12), 3=-154(LC 12), 4=-6(LC 12) Max Grav 5=287(LC 1), 3=175(LC 17), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-248/437 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) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 5-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=135, 3=154. October 26,2021 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 2958336-PSLP Truss EJ71 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T25759272 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-U6UdLqmM2AnOGtmLxwB1wYc9EdWFFNUQrTOrWIyPuKg Scale = 1:24.8 1 2 5 6 3 4 3x6 ST1.5x8 STP 2x4 5x6 2-7-6 2-7-6 6-11-0 4-3-10 2-7-6 2-7-6 6-11-0 4-3-10 0-4-113-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-0-2], [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.88 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.23 -0.15 0.32 (loc) 5 5 4 5 l/defl >663 >347 n/a >245 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-5: 2x6 SP No.2, 2-4: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=0-6-10, 3=Mechanical, 4=Mechanical Max Horz 1=188(LC 12) Max Uplift 1=-62(LC 12), 3=-142(LC 12), 4=-22(LC 12) Max Grav 1=262(LC 17), 3=182(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) 0-4-5 to 6-4-5, Interior(1) 6-4-5 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 3=142. October 26,2021 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 2958336-PSLP Truss EJ72 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25759273 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-U6UdLqmM2AnOGtmLxwB1wYc9IdUnFNUQrTOrWIyPuKg Scale = 1:24.8 1 2 3 6 7 4 5 3x6 ST1.5x8 STP 2x4 5x6 2-8-6 2-8-6 7-0-0 4-3-10 -1-0-0 1-0-0 2-8-6 2-8-6 7-0-0 4-3-10 0-4-33-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-10], [3:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.87 0.96 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 -0.15 0.32 (loc) 6 6 5 6 l/defl >695 >349 n/a >251 L/d 360 240 n/a 240 PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=226(LC 12) Max Uplift 4=-140(LC 12), 2=-171(LC 12), 5=-14(LC 12) Max Grav 4=184(LC 17), 2=343(LC 17), 5=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=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 100 lb uplift at joint(s) 5 except (jt=lb) 4=140, 2=171. October 26,2021 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 2958336-PSLP Truss G1 Truss Type MONOPITCH Qty 6 Ply 1 Job Reference (optional) T25759274 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-yI2?ZAn_oTvFu1LXUdiGSm8OM1yE_i1a478O2lyPuKf Scale = 1:46.4 1 2 3 4 7 6 5 8 2x4 ST1.5x8 STP ST1.5x8 STP 6x8 3x6 3x4 4x4 3x8 6-2-5 6-2-5 12-4-10 6-2-5 -1-1-0 1-1-0 6-2-5 6-2-5 12-4-10 6-2-5 1-1-117-4-06.00 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 0.60 0.37 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.01 0.01 (loc) 5-6 5-6 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. REACTIONS. (size)5=0-5-10, 7=0-6-10 Max Horz 7=417(LC 12) Max Uplift 5=-316(LC 12), 7=-203(LC 12) Max Grav 5=530(LC 17), 7=533(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/182, 4-5=-166/270, 2-7=-480/442 BOT CHORD 6-7=-716/378, 5-6=-565/490 WEBS 3-5=-571/658, 2-6=0/271 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) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 12-2-14 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=316, 7=203. October 26,2021 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 2958336-PSLP Truss HJ2 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T25759275 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-QVcNmWocZn16WBwk2LDV?zhfjQMtjHzjJntxaByPuKe Scale = 1:13.3 1 2 5 6 3 7 4 2x4 3x4 NAILED NAILED 2-7-12 2-7-6 -1-6-6 1-6-6 2-7-12 2-7-12 1-1-112-0-140-4-41-8-102-0-144.24 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-R 0.24 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-8-10, 3=Mechanical, 4=Mechanical Max Horz 5=136(LC 8) Max Uplift 5=-202(LC 8), 3=-54(LC 8), 4=-15(LC 5) Max Grav 5=191(LC 1), 3=49(LC 28), 4=29(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 ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=202. 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: 1-2=-54, 2-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 6=25(B) 7=24(B) October 26,2021 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 2958336-PSLP Truss HJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25759276 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-vh9l_spEK59z7LVwc2kkYBEnaqfuSkDsXRdV6dyPuKd Scale = 1:13.1 1 2 5 6 3 7 8 4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-10-10 4-10-10 -1-5-0 1-5-0 4-10-10 4-10-10 0-4-32-0-144.24 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 0.42 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=131(LC 8) Max Uplift 3=-123(LC 5), 2=-239(LC 8) Max Grav 3=126(LC 24), 2=247(LC 1), 4=112(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 100 lb uplift at joint(s) except (jt=lb) 3=123, 2=239. 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) 8=-12(F=-6, B=-6) October 26,2021 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 2958336-PSLP Truss HJ4 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T25759277 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-Ntj7BCpt5OHqlV46AmFz4Omx?E_PB9a0m5M2f3yPuKc Scale: 1/2"=1' 1 2 3 8 7 6 5 9 10 11 12 4 13 14 15 16 3x4 3x6 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-0-6 0-0-6 4-1-13 4-1-7 8-3-11 4-1-14 -1-6-6 1-6-6 4-1-13 4-1-13 8-3-11 4-1-14 1-1-114-0-150-4-43-8-114-0-154.24 12 Plate Offsets (X,Y)-- [2:0-0-15,0-1-8] 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 0.51 0.34 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 -0.04 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-8-10, 4=Mechanical, 6=Mechanical Max Horz 8=243(LC 24) Max Uplift 8=-333(LC 8), 4=-149(LC 8), 6=-164(LC 8) Max Grav 8=436(LC 28), 4=162(LC 28), 6=293(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-372/302, 2-3=-455/237 BOT CHORD 7-8=-287/377, 6-7=-287/377 WEBS 3-6=-434/330 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 ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=333, 4=149, 6=164. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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, 2-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 7=0(F) 9=26(F) 11=-53(B) 12=-36(F) 13=25(F) 14=-3(B) 15=-23(B) 16=-24(F) October 26,2021 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 2958336-PSLP Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T25759278 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-JGrucur7d0XX_oDVHBIR9psH52fkf0eJDPr9jyyPuKa Scale = 1:23.0 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 8) 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 100 lb uplift at joint(s) except (jt=lb) 4=134, 2=331, 6=135. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-76(F=-38, B=-38) 13=-36(F=-18, B=-18) October 26,2021 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 2958336-PSLP Truss HJ71 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25759279 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-nSPGpDslOJgOcyohrupgi1OQDRrrOULSS3biFOyPuKZ Scale = 1:23.1 1 2 3 4 9 8 7 610 11 12 5 13 14 15 3x4 2x4 5x8 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-8-5 3-8-5 6-4-7 2-8-2 9-10-1 3-5-10 -1-5-0 1-5-0 3-8-5 3-8-5 6-4-7 2-8-2 9-10-1 3-5-10 0-4-33-9-140-4-43-5-102-9-141-0-04.24 12 Plate Offsets (X,Y)-- [2:0-1-5,Edge], [3:0-4-0,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.99 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.42 0.15 0.36 (loc) 9 9 7 9 l/defl >491 >267 n/a >314 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-9: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-10-7, 7=Mechanical Max Horz 2=225(LC 8) Max Uplift 5=-61(LC 8), 2=-343(LC 8), 7=-217(LC 8) Max Grav 5=65(LC 28), 2=474(LC 1), 7=429(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/114, 3-4=-1102/515 BOT CHORD 3-8=-609/1051, 7-8=-609/1051 WEBS 4-8=-101/310, 4-7=-1127/653 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) N/A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=343, 7=217. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 2-9=-20, 3-6=-20 Concentrated Loads (lb) Vert: 10=44(F=22, B=22) 11=-5(F=-3, B=-3) 12=-46(F=-23, B=-23) 14=-25(F=-13, B=-13) 15=-75(F=-37, B=-37) October 26,2021 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 2958336-PSLP Truss PB1 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) T25759280 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-Feze1ZtN9doFE6NtPbKvFExjdrQw7?mbhjKGoryPuKY Scale = 1:13.4 1 2 3 4 5 6 8 7 4x4 4x4 2x4 2x4 2x4 2x4 6-9-14 6-9-14 6-9-14 6-9-14 0-4-31-4-00-1-80-4-30-1-81-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 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 4-11-4. (lb) - Max Horz 2=51(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 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) 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) 2, 5, 8, 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 26,2021 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 2958336-PSLP Truss PB2 Truss Type Piggyback Qty 3 Ply 1 Job Reference (optional) T25759281 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-jrX0Evt?wxw6rGy4yJr8nSUs8FlDsRflwN4pKHyPuKX Scale = 1:13.2 1 2 3 4 5 6 4x4 2x4 2x4 2x4 6-9-14 6-9-14 3-4-15 3-4-15 6-9-14 3-4-15 0-4-31-8-80-1-80-4-30-1-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.10 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=4-11-4, 4=4-11-4, 6=4-11-4 Max Horz 2=-67(LC 10) Max Uplift 2=-112(LC 12), 4=-112(LC 12), 6=-37(LC 12) Max Grav 2=128(LC 17), 4=138(LC 18), 6=175(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) 6 except (jt=lb) 2=112, 4=112. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 26,2021 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 2958336-PSLP Truss PB3 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) T25759282 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-jrX0Evt?wxw6rGy4yJr8nSUsVFmzsSLlwN4pKHyPuKX Scale = 1:13.4 1 2 3 4 5 6 8 7 6x8 6x8 2x4 2x4 6-9-14 6-9-14 6-9-14 6-9-14 0-4-31-0-00-1-80-4-30-1-80-10-86.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-15], [4:0-4-0,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 5 5 l/defl n/r n/r n/a L/d 120 120 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 WEBS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 4-11-4. (lb) - Max Horz 2=-36(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 7, 8 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) 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) 2, 5, 7, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. October 26,2021 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 2958336-PSLP Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25759283 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-B15PSFudhE2zTQXGW0MNKf02Pf58btlu81pNsjyPuKW Scale = 1:19.1 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 6-1-8 6-1-8 0-0-43-0-126.00 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 0.19 0.12 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-1-0, 4=6-1-0, 5=6-1-0 Max Horz 1=144(LC 12) Max Uplift 4=-56(LC 12), 5=-164(LC 12) Max Grav 1=62(LC 1), 4=100(LC 17), 5=293(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-305/131 WEBS 2-5=-248/475 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=164. October 26,2021 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 2958336-PSLP Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25759284 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-gDenfbvGSYAq5a6S4ktcstZ9R3PrKLC2NhZwO9yPuKV Scale = 1:13.1 1 2 3 2x4 2x4 2x4 4-1-8 4-1-8 0-0-42-0-126.00 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 0.37 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-1-0, 3=4-1-0 Max Horz 1=90(LC 12) Max Uplift 1=-36(LC 12), 3=-82(LC 12) Max Grav 1=130(LC 17), 3=146(LC 17) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 26,2021 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 2958336-PSLP Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25759285 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-8QC9sxwuDsIhijhfeROrP45P6So33oSBcLITxcyPuKU Scale = 1:8.1 1 2 3 2x4 2x4 2x4 2-1-8 2-1-8 0-0-41-0-126.00 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 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-1-0, 3=2-1-0 Max Horz 1=37(LC 12) Max Uplift 1=-15(LC 12), 3=-33(LC 12) Max Grav 1=52(LC 17), 3=59(LC 17) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 26,2021 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 2958336-PSLP Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25759286 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-8QC9sxwuDsIhijhfeROrP45NFSob3oSBcLITxcyPuKU Scale = 1:10.6 1 2 3 2x4 2x4 2x4 3-1-8 3-1-8 0-0-41-6-126.00 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 0.17 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-1-0, 3=3-1-0 Max Horz 1=63(LC 12) Max Uplift 1=-25(LC 12), 3=-57(LC 12) Max Grav 1=91(LC 17), 3=102(LC 17) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 26,2021 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 2958336-PSLP Truss V5 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25759287 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-ccmX4HwW_9QYKtGrB9w4yIeW8s5ooEBLq?21T2yPuKT Scale = 1:16.9 1 2 3 4 3x4 4x4 3x4 2x4 0-0-8 0-0-8 8-11-0 8-10-8 4-5-8 4-5-8 8-11-0 4-5-8 0-0-42-2-120-0-46.00 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 0.29 0.25 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: 28 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=8-10-0, 3=8-10-0, 4=8-10-0 Max Horz 1=83(LC 11) Max Uplift 1=-71(LC 12), 3=-71(LC 12), 4=-128(LC 12) Max Grav 1=130(LC 17), 3=142(LC 18), 4=314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-190/329 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=128. October 26,2021 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 2958336-PSLP Truss V6 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25759288 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 25 11:12:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:MUuwuNfhjzQO9AppBGBNChz7Lro-4oKvHdx8lTYPy1r1lsRJUVBjqGPhXixU3ena?UyPuKS Scale = 1:9.1 1 2 3 2x4 3x6 2x4 0-0-8 0-0-8 4-11-0 4-10-8 2-5-8 2-5-8 4-11-0 2-5-8 0-0-41-2-120-0-46.00 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 0.16 0.28 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: 13 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 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-10-0, 3=4-10-0 Max Horz 1=40(LC 11) Max Uplift 1=-64(LC 12), 3=-64(LC 12) Max Grav 1=135(LC 1), 3=135(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-135/259, 2-3=-135/273 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) 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. October 26,2021 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