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HomeMy WebLinkAboutT25943169.2981843-PSLP-CIALINI6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2981843-PSLP-CIALINI - 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 67 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: CIALINI Model: . Subdivision: . Address: BALSAM DRIVE, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: November 12,2021 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 T25943169 A1 Date 11/10/212T25943170A211/10/213T25943171A311/10/214T25943172A411/10/215T25943173B111/10/216T25943174B211/10/217T25943175B311/10/218T25943176B411/10/219T25943177B511/10/2110T25943178B611/10/2111T25943179B711/10/2112T25943180B811/10/2113T25943181B911/10/2114T25943182B1011/10/2115T25943183C111/10/2116T25943184C211/10/2117T25943185C311/10/2118T25943186C411/10/2119T25943187C511/10/2120T25943188C611/10/2121T25943189C711/10/2122T25943190CJ111/10/21 No.Seal#Truss Name 23 T25943191 CJ3 Date 11/10/2124T25943192CJ511/10/2125T25943193CJ1111/10/2126T25943194CJ3211/10/2127T25943195CJ5111/10/2128T25943196D111/10/2129T25943197D211/10/2130T25943198D311/10/2131T25943199D411/10/2132T25943200D511/10/2133T25943201D611/10/2134T25943202EJ111/10/2135T25943203EJ411/10/2136T25943204EJ511/10/2137T25943205EJ611/10/2138T25943206EJ711/10/2139T25943207EJ4111/10/2140T25943208EJ7111/10/2141T25943209EJ7311/10/2142T25943210EJ7411/10/2143T25943211EJ7511/10/2144T25943212EJ7611/10/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2981843-PSLP-CIALINI - 2 of 2 Site Information: Lot/Block: . Customer Info: PSL PROPERTIES Project Name: CIALINI Model: . Subdivision: . Address: BALSAM DRIVE, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T25943213 EJ77 Date 11/10/2146T25943214G111/10/2147T25943215G211/10/2148T25943216G311/10/2149T25943217G411/10/2150T25943218G511/10/2151T25943219G611/10/2152T25943220HJ411/10/2153T25943221HJ511/10/2154T25943222HJ711/10/2155T25943223HJ811/10/2156T25943224HJ3211/10/2157T25943225K111/10/2158T25943226K211/10/2159T25943227K311/10/2160T25943228L111/10/2161T25943229L211/10/2162T25943230N111/10/2163T25943231N211/10/2164T25943232P111/10/2165T25943233V111/10/2166T25943234V211/10/2167T25943235V311/10/21 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 2981843-PSLP-CIALINI Truss A1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25943169 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:49:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-IaDpEwZLHWg7MRYDj6pILDRTCWOxm41kDo2U1kyKcHC Scale = 1:83.4 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 33 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 3x6 5x6 5x6 3x6 5x8 3x8 2x4 2x4 6x8 3x6 3x4 5x6 3x4 3x4 3x6 3x6 2x4 5-10-1 5-10-1 10-0-0 4-1-15 11-1-10 1-1-10 11-9-0 0-7-6 18-5-9 6-8-9 25-0-7 6-6-13 31-9-0 6-8-9 38-1-4 6-4-4 45-0-0 6-10-12 -1-0-0 1-0-0 5-10-1 5-10-1 11-1-10 5-3-9 11-9-0 0-7-6 18-5-9 6-8-9 25-0-7 6-6-13 31-9-0 6-8-9 38-1-4 6-4-4 45-0-0 6-10-12 46-0-0 1-0-0 0-4-36-2-116-11-110-4-30-9-06-11-116.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [9:0-3-0,0-2-0], [10:0-3-0,0-3-0], [17:0-3-0,0-3-0], [21:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.77 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.39 0.04 0.15 (loc) 2-21 2-21 11 14-16 l/defl >618 >306 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 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 1 Row at midpt 5-18, 8-14, 5-17 REACTIONS. (size)2=0-7-10, 21=0-7-10, 11=0-7-10 Max Horz 2=296(LC 11) Max Uplift 2=-275(LC 12), 21=-770(LC 12), 11=-704(LC 12) Max Grav 2=236(LC 21), 21=2402(LC 17), 11=1596(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-23/388, 3-4=-1/667, 4-5=-125/375, 5-6=-1220/884, 6-8=-1813/1130, 8-9=-1821/1092, 9-10=-2065/1123, 10-11=-2739/1340 BOT CHORD 2-21=-307/101, 20-21=-459/267, 16-17=-455/1109, 14-16=-679/1685, 13-14=-1061/2328, 11-13=-1060/2334 WEBS 9-14=-186/581, 10-14=-739/473, 10-13=0/279, 5-20=-1368/605, 4-21=-1718/849, 4-20=-624/1375, 5-17=-768/1695, 8-16=-360/329, 6-17=-903/621, 6-16=-371/821, 3-21=-453/398 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-9-0, Exterior(2R) 11-9-0 to 20-2-13, Interior(1) 20-2-13 to 31-9-0, Exterior(2R) 31-9-0 to 40-2-13, Interior(1) 40-2-13 to 46-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=275, 21=770, 11=704. November 12,2021 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 2981843-PSLP-CIALINI Truss A2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25943170 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:49:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-BLTK4IcsKkAZq2r_yyuEW3c817qoixNK8Q0iAVyKcH8 Scale = 1:85.1 1 2 3 4 5 6 7 8 9 10 11 1213 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 3x6 5x8 5x8 8x12 4x6 2x4 3x6 3x4 4x4 5x12 3x4 5x8 3x4 3x4 2x4 3x6 3x4 3x6 6x8 3x6 5-1-12 5-1-12 9-9-0 4-7-4 10-0-0 0-3-0 10-7-10 0-7-10 11-1-10 0-6-0 16-6-10 5-5-0 22-5-10 5-11-0 28-1-5 5-7-11 33-9-0 5-7-11 39-1-4 5-4-4 45-0-0 5-10-12 -1-0-0 1-0-0 5-1-12 5-1-12 9-9-0 4-7-4 11-1-10 1-4-10 16-6-10 5-5-0 22-5-10 5-11-0 28-1-5 5-7-11 33-9-0 5-7-11 39-1-4 5-4-4 45-0-0 5-10-12 46-0-0 1-0-0 0-4-35-2-115-11-110-4-30-9-01-0-01-0-05-11-116.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [4:0-3-0,0-2-0], [10:0-6-0,0-2-8], [19:0-6-8,0-4-0], [21:0-4-11,0-3-7], [22:0-3-8,0-3-12] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.52 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.21 0.07 0.14 (loc) 17 17-18 12 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 288 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-21: 2x8 SP 2400F 2.0E, 19-21: 2x6 SP No.2, 7-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-21: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-20, 6-21 REACTIONS. (size)2=0-7-10, 21=0-7-10, 12=0-7-10 Max Horz 2=254(LC 11) Max Uplift 2=-369(LC 22), 21=-1123(LC 12), 12=-618(LC 12) Max Grav 2=60(LC 10), 21=2380(LC 1), 12=1180(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/957, 3-4=-634/1307, 4-5=-505/1136, 5-6=-524/1158, 6-7=-342/303, 7-9=-1395/897, 9-10=-1417/992, 10-11=-1555/972, 11-12=-1991/1137 BOT CHORD 2-23=-838/528, 22-23=-838/528, 21-22=-1098/865, 20-21=0/354, 19-20=-506/1408, 7-19=-192/515, 15-17=-539/1335, 14-15=-890/1699, 12-14=-890/1699 WEBS 6-20=-338/850, 7-20=-1359/766, 17-19=-585/1383, 9-17=-353/264, 10-15=-139/363, 11-15=-522/404, 5-21=-541/474, 6-21=-1895/1055, 3-23=-64/326, 4-22=-341/188, 3-22=-673/496 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 5-1-12, Interior(1) 5-1-12 to 9-9-0, Exterior(2R) 9-9-0 to 18-2-13, Interior(1) 18-2-13 to 33-9-0, Exterior(2R) 33-9-0 to 42-2-13, Interior(1) 42-2-13 to 46-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=369, 21=1123, 12=618. November 12,2021 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 2981843-PSLP-CIALINI Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25943171 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-bw8TiJekdfZ8iWaZe4Rx8hEdsKn9vH4mqOEMnqyKcH5 Scale = 1:85.1 1 2 3 4 5 6 7 8 9 10 1112 20 19 18 17 16 15 14 13 21 22 23 24 25 26 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 3x6 5x8 5x8 4x6 8x12 4x6 3x4 3x6 4x6 3x4 4x4 7x10 3x4 5x8 3x4 2x4 3x6 7-9-0 7-9-0 10-0-0 2-3-0 11-1-10 1-1-10 16-6-10 5-5-0 22-5-10 5-11-0 29-1-5 6-7-11 35-9-0 6-7-11 45-0-0 9-3-0 -1-0-0 1-0-0 7-9-0 7-9-0 11-1-10 3-4-10 16-6-10 5-5-0 22-5-10 5-11-0 29-1-5 6-7-11 35-9-0 6-7-11 40-1-4 4-4-4 45-0-0 4-10-12 46-0-0 1-0-0 0-4-34-2-114-11-110-4-30-9-01-0-01-0-04-11-116.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [3:0-4-0,0-2-8], [9:0-6-0,0-2-8], [17:0-8-0,0-4-0], [19:0-4-4,0-3-3] 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-SH 0.82 0.80 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.39 0.07 0.18 (loc) 11-13 11-13 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 269 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-19: 2x8 SP 2400F 2.0E, 4-19,17-19: 2x6 SP No.2 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-18 REACTIONS. (size)2=0-7-10, 19=0-7-10, 11=0-7-10 Max Horz 2=210(LC 11) Max Uplift 2=-444(LC 22), 19=-1165(LC 12), 11=-614(LC 12) Max Grav 2=45(LC 8), 19=2483(LC 1), 11=1150(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-594/1276, 3-4=-440/1146, 4-5=-790/1668, 5-6=-352/289, 6-8=-1731/1047, 8-9=-1721/1144, 9-10=-1687/1017, 10-11=-1918/1158 BOT CHORD 2-20=-1120/751, 19-20=-1694/1156, 18-19=0/353, 17-18=-712/1746, 4-19=-1197/782, 6-17=-181/514, 13-15=-626/1466, 11-13=-911/1656 WEBS 3-20=-765/539, 4-20=-701/1150, 5-19=-2330/1239, 5-18=-349/877, 6-18=-1636/907, 15-17=-779/1636, 8-15=-422/349, 9-15=-217/418, 9-13=-79/373, 10-13=-307/338 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 7-9-0, Exterior(2R) 7-9-0 to 16-2-13, Interior(1) 16-2-13 to 35-9-0, Exterior(2R) 35-9-0 to 44-2-13, Interior(1) 44-2-13 to 46-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=444, 19=1165, 11=614. November 12,2021 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 2981843-PSLP-CIALINI Truss A4 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T25943172 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-yuxMm1itSCBQoHSWQd16rlxSzLTNaVtV_gy7S1yKcH0 Scale = 1:85.1 1 2 3 4 5 6 7 8 9 10 1112 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3940 41 42 43 44 45 46 47 48 49 50 51 52 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 3x6 5x8 5x8 8x12 4x6 3x4 3x6 4x6 5x6 4x4 7x10 5x6 5x8 2x4 4x6 2x4 3x6 3x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED HTU26 5-9-0 5-9-0 10-0-0 4-3-0 11-1-10 1-1-10 16-9-10 5-8-0 22-5-10 5-8-0 30-1-5 7-7-11 37-9-0 7-7-11 45-0-0 7-3-0 -1-0-0 1-0-0 5-9-0 5-9-0 11-1-10 5-4-10 16-9-10 5-8-0 22-5-10 5-8-0 30-1-5 7-7-11 37-9-0 7-7-11 45-0-0 7-3-0 46-0-0 1-0-0 0-4-33-2-113-11-110-4-30-9-01-0-01-0-03-11-116.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [3:0-3-0,0-2-0], [9:0-3-0,0-3-4], [10:0-6-0,0-2-8], [15:0-4-0,0-1-12], [17:0-7-4,0-5-0], [19:0-5-3,0-3-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.86 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.50 0.09 0.34 (loc) 15-16 15-16 11 15-16 l/defl >999 >826 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 517 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-19: 2x8 SP 2400F 2.0E, 17-19: 2x6 SP No.2, 8-16: 2x4 SP No.3 11-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-20,5-19: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19 REACTIONS. (size)2=0-7-10, 11=0-7-10, 20=0-7-10 Max Horz 2=167(LC 24) Max Uplift 2=-1160(LC 18), 11=-1343(LC 8), 20=-3386(LC 8) Max Grav 2=602(LC 6), 11=2436(LC 30), 20=6116(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1590/2982, 3-4=-1404/2726, 4-5=-2829/5321, 5-6=-2838/5326, 6-8=-714/465, 8-9=-5072/2845, 9-10=-4952/2703, 10-11=-4328/2268 BOT CHORD 2-21=-2706/1578, 20-21=-5393/3064, 19-20=-5706/3240, 18-19=-306/737, 17-18=-2600/5091, 16-17=0/274, 8-17=-421/1271, 15-16=-167/457, 13-15=-1870/3780, 11-13=-1864/3751 WEBS 3-21=-1785/1159, 6-18=-1017/2231, 8-18=-4810/2594, 15-17=-2374/4530, 9-15=-1013/934, 10-15=-663/1299, 10-13=-144/806, 4-20=-2075/1174, 6-19=-6681/3656, 4-21=-1682/3151 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1160, 11=1343, 20=3386. Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. FASTEN TRUSS TO BEARING FOR THE GRAVITY UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. November 12,2021 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 2981843-PSLP-CIALINI Truss A4 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T25943172 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:05 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-yuxMm1itSCBQoHSWQd16rlxSzLTNaVtV_gy7S1yKcH0 NOTES- 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated at Joint 2. 11) Use Simpson Strong-Tie HTU26 (10-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 39-11-4 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 429 lb down and 419 lb up at 5-9-0 on top chord, and 126 lb down at 5-9-0, and 166 lb down and 102 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-10=-54, 10-12=-54, 2-17=-20, 11-16=-20 Concentrated Loads (lb) Vert: 3=-238(F) 10=-116(F) 14=-60(F) 21=-245(F) 9=-114(F) 15=-60(F) 22=-22(F) 23=-22(F) 24=-18(F) 25=-98(F) 26=-98(F) 27=-98(F) 28=-98(F) 29=-98(F) 30=-114(F) 31=-114(F) 32=-114(F) 35=-114(F) 36=-114(F) 37=-114(F) 38=-151(F) 39=-151(F) 40=-200(F) 41=-78(F) 42=-78(F) 43=-78(F) 44=-78(F) 45=-78(F) 46=-60(F) 47=-60(F) 48=-60(F) 49=-60(F) 50=-60(F) 51=-59(F) 52=-491(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 2981843-PSLP-CIALINI Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25943173 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-uG36Ajk7_pR81acvY23awA1rb9CP2OGoRzREXwyKcH_ Scale = 1:69.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 8x12 3x6 3x6 6x8 2x4 3x4 3x4 2x4 3x8 3x4 2x4 3x6 6x8 10-3-13 10-3-13 13-9-0 3-5-3 21-9-0 8-0-0 29-9-0 8-0-0 35-10-12 6-1-12 -1-0-0 1-0-0 5-5-3 5-5-3 10-3-13 4-10-10 13-9-0 3-5-3 21-9-0 8-0-0 29-9-0 8-0-0 35-10-12 6-1-12 0-4-37-2-114-1-131-0-07-2-116.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [9:0-10-4,Edge], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.70 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.45 0.03 0.05 (loc) 2-16 2-16 18 13 l/defl >531 >266 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 226 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-9: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. REACTIONS. (size)2=0-7-10, 16=0-7-10, 18=0-6-6 Max Horz 2=259(LC 12) Max Uplift 2=-176(LC 12), 16=-743(LC 12), 18=-406(LC 12) Max Grav 2=392(LC 17), 16=1815(LC 17), 18=1051(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-190/306, 5-6=-469/296, 6-7=-995/626, 7-8=-996/625, 8-9=-899/457 BOT CHORD 2-16=-222/268, 13-14=-124/378, 11-13=-323/727 WEBS 3-16=-468/386, 5-16=-1308/821, 5-14=-483/945, 6-14=-596/443, 6-13=-436/824, 7-13=-490/484, 8-13=-181/348, 8-11=-233/264, 9-11=-316/718, 9-18=-1067/515 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 5-3-4, Interior(1) 5-3-4 to 13-9-0, Exterior(2R) 13-9-0 to 22-2-13, Interior(1) 22-2-13 to 29-9-0, Exterior(2E) 29-9-0 to 35-1-12 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) except (jt=lb) 2=176, 16=743, 18=406. November 12,2021 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 2981843-PSLP-CIALINI Truss B2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25943174 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-m2Jd04ne12xaWCwgnu8W40BZTmYD_G3NMbPRfhyKcGw Scale = 1:68.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 8x12 3x6 3x6 6x8 2x4 3x4 3x4 2x4 3x8 3x4 3x4 3x6 6x8 10-3-13 10-3-13 15-9-0 5-5-3 21-9-0 6-0-0 27-9-0 6-0-0 35-10-12 8-1-12 -1-0-0 1-0-0 5-5-3 5-5-3 10-3-13 4-10-10 15-9-0 5-5-3 21-9-0 6-0-0 27-9-0 6-0-0 35-10-12 8-1-12 0-4-38-2-114-1-131-0-08-2-116.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [9:0-10-4,Edge], [16:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.70 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.45 -0.03 0.04 (loc) 2-16 2-16 18 13 l/defl >540 >268 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-9: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. REACTIONS. (size)2=0-7-10, 16=0-7-10, 18=0-6-6 Max Horz 2=-272(LC 10) Max Uplift 2=-182(LC 12), 16=-733(LC 12), 18=-408(LC 12) Max Grav 2=403(LC 17), 16=1802(LC 17), 18=1067(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/81, 3-5=-163/274, 5-6=-667/418, 6-7=-866/612, 7-8=-867/611, 8-9=-959/511 BOT CHORD 2-16=-218/314, 13-14=-212/554, 11-13=-320/749 WEBS 3-16=-442/354, 5-16=-1276/851, 5-14=-423/872, 6-14=-424/337, 6-13=-304/568, 7-13=-359/363, 9-11=-257/660, 9-18=-1088/545 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 5-3-4, Interior(1) 5-3-4 to 15-9-0, Exterior(2R) 15-9-0 to 24-2-13, Interior(1) 24-2-13 to 27-9-0, Exterior(2E) 27-9-0 to 35-1-12 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) except (jt=lb) 2=182, 16=733, 18=408. November 12,2021 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 2981843-PSLP-CIALINI Truss B3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25943175 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-fpY8sSq95GR0?pDR0kCSFsMAhNtow_BzHDNfoSyKcGs Scale = 1:70.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x8 4x12 3x6 3x6 6x8 2x4 3x4 3x8 5x8 3x4 5x6 6x8 10-3-13 10-3-13 17-9-0 7-5-3 25-9-0 8-0-0 35-10-12 10-1-12 -1-0-0 1-0-0 5-5-2 5-5-2 10-3-13 4-10-11 17-9-0 7-5-3 25-9-0 8-0-0 30-8-2 4-11-2 35-10-12 5-2-10 0-4-39-2-114-1-131-0-09-2-116.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-2-4], [7:0-6-0,0-2-8], [9:0-6-12,Edge], [11:0-4-0,0-3-4], [14:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.92 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.47 -0.02 0.04 (loc) 10-11 10-11 16 11-12 l/defl >999 >641 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-11: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-12, 7-12 REACTIONS. (size)2=0-7-10, 14=0-7-10, 16=0-6-6 Max Horz 2=-315(LC 10) Max Uplift 2=-175(LC 12), 14=-743(LC 12), 16=-406(LC 12) Max Grav 2=395(LC 17), 14=1811(LC 17), 16=1111(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/56, 3-5=-166/275, 5-6=-786/480, 6-7=-614/520, 7-8=-955/584, 8-9=-263/152, 10-15=-368/888, 9-15=-368/888 BOT CHORD 2-14=-188/321, 11-12=-295/759, 10-11=-349/667 WEBS 3-14=-402/324, 5-14=-1280/887, 5-12=-404/844, 7-12=-341/129, 7-11=0/340, 8-11=-32/277, 8-10=-860/496, 9-16=-1125/542 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 5-3-4, Interior(1) 5-3-4 to 17-9-0, Exterior(2E) 17-9-0 to 25-9-0, Exterior(2R) 25-9-0 to 34-2-13, Interior(1) 34-2-13 to 35-1-12 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) 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) 2=175, 14=743, 16=406. November 12,2021 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 2981843-PSLP-CIALINI Truss B4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25943176 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-bCguH7rPduijE7Nq79FwKHRbVBXOO0TGkXsmtLyKcGq Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x8 4x12 3x6 4x6 6x8 2x4 2x4 3x4 3x8 3x4 2x4 4x6 3x8 3x6 6x8 10-3-13 10-3-13 19-9-0 9-5-3 23-9-0 4-0-0 29-8-2 5-11-2 35-10-12 6-2-10 -1-0-0 1-0-0 5-5-3 5-5-3 10-3-13 4-10-10 15-0-7 4-8-10 19-9-0 4-8-10 23-9-0 4-0-0 29-8-2 5-11-2 35-10-12 6-2-10 0-4-310-2-114-1-131-0-010-2-116.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-0], [8:0-6-0,0-2-8], [10:0-6-12,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 0.56 0.97 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.40 0.04 0.03 (loc) 15-17 15-17 19 12-14 l/defl >999 >757 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 250 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-17, 7-15, 8-15, 9-14, 9-11 REACTIONS. (size)2=0-7-10, 17=0-7-10, 19=0-6-6 Max Horz 2=-358(LC 10) Max Uplift 2=-156(LC 12), 17=-769(LC 12), 19=-399(LC 12) Max Grav 2=349(LC 17), 17=1920(LC 17), 19=1106(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-232/370, 5-6=-72/323, 6-7=-784/528, 7-8=-643/525, 8-9=-851/559, 9-10=-251/169, 11-18=-315/868, 10-18=-315/868 BOT CHORD 2-17=-181/293, 15-17=-208/513, 14-15=-234/683, 12-14=-337/774, 11-12=-337/774 WEBS 3-17=-446/373, 5-17=-312/316, 6-17=-1159/648, 6-15=-51/420, 8-14=-110/312, 9-12=0/350, 9-11=-989/423, 10-19=-1121/503 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 5-3-4, Interior(1) 5-3-4 to 19-9-0, Exterior(2E) 19-9-0 to 23-9-0, Exterior(2R) 23-9-0 to 32-2-13, Interior(1) 32-2-13 to 35-1-12 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) except (jt=lb) 2=156, 17=769, 19=399. November 12,2021 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 2981843-PSLP-CIALINI Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943177 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-?mL1v9uHwp4I5a6PpHodyv336OZtbGsiRV4QTfyKcGn Scale = 1:78.6 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 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 6x8 5x6 8x12 3x6 4x6 3x4 2x4 6x8 2x4 3x6 3x4 3x8 5x8 2x4 5x6 WB 6x8 5-5-3 5-5-3 10-3-13 4-10-10 19-4-11 9-0-14 24-1-5 4-8-10 32-3-6 8-2-1 34-11-6 2-8-0 39-10-0 4-10-10 -1-0-0 1-0-0 5-5-3 5-5-3 10-3-13 4-10-10 14-10-4 4-6-7 19-4-11 4-6-7 24-1-5 4-8-10 32-3-6 8-2-1 34-11-6 2-8-0 39-10-0 4-10-10 0-4-35-11-810-0-83-6-31-0-010-0-86.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [8:0-3-8,0-2-4], [10:0-3-0,0-2-0], [11:0-10-4,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.99 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.69 0.07 0.08 (loc) 13-15 13-15 21 13-15 l/defl >918 >509 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 *Except* 8-9: 2x4 SP M 31, 10-11: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 2-17: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 11-20: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-9 oc bracing. WEBS 1 Row at midpt 6-18, 7-16, 8-15, 9-15 REACTIONS. (size)2=0-7-10, 18=0-7-10, 21=0-5-10 Max Horz 2=-363(LC 10) Max Uplift 2=-161(LC 12), 18=-951(LC 12), 21=-543(LC 12) Max Grav 2=327(LC 21), 18=2958(LC 17), 21=1792(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-237/454, 5-6=-95/400, 6-7=-1824/1010, 7-8=-1857/1088, 8-9=-2116/1089, 9-10=-1467/728, 10-11=-1643/754 BOT CHORD 2-19=-177/294, 18-19=-177/294, 16-18=-475/1070, 15-16=-620/1597, 13-15=-916/1932, 12-13=-150/278 WEBS 3-18=-534/341, 5-18=-319/277, 6-18=-2390/1234, 6-16=-318/1115, 7-16=-667/332, 7-15=-366/682, 8-15=-269/248, 9-15=-227/290, 10-13=-242/582, 11-13=-591/1464, 9-13=-1239/763, 11-21=-1830/848 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 19-4-11, Exterior(2E) 19-4-11 to 24-1-5, Exterior(2R) 24-1-5 to 30-1-5, Interior(1) 30-1-5 to 34-11-6, Exterior(2E) 34-11-6 to 39-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 21 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=161, 18=951, 21=543. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 November 12,2021 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 2981843-PSLP-CIALINI Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943177 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:20 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-?mL1v9uHwp4I5a6PpHodyv336OZtbGsiRV4QTfyKcGn NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 558 lb down and 405 lb up at 19-4-11, and 558 lb down and 405 lb up at 24-1-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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: 1-7=-54, 7-8=-114(F=-60), 8-9=-54, 9-10=-54, 10-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 7=-500(F) 8=-500(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-44, 7-8=-104(F=-60), 8-9=-44, 9-10=-44, 10-11=-44, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 14-27=-35, 14-28=-50, 12-28=-35 Concentrated Loads (lb) Vert: 7=-432(F) 8=-432(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-74(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-12=-40 Concentrated Loads (lb) Vert: 7=-365(F) 8=-365(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=105, 2-22=59, 7-22=47, 7-8=-1(F=-60), 8-24=70, 9-24=47, 9-10=47, 10-11=59, 2-12=-10 Horz: 1-2=-113, 2-22=-67, 7-22=-56, 8-24=78, 9-24=56, 10-11=67 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=405(F) 8=405(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=37, 2-23=47, 7-23=70, 7-8=10(F=-60), 8-9=47, 9-10=70, 10-11=47, 2-12=-10 Horz: 1-2=-45, 2-23=-56, 7-23=-78, 8-9=56, 10-11=56 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=405(F) 8=405(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-7=-41, 7-8=-101(F=-60), 8-9=-41, 9-10=-41, 10-11=-41, 2-12=-20 Horz: 1-2=-17, 2-7=27, 8-9=-27, 10-11=-27 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-414(F) 8=-414(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-7=-41, 7-8=-101(F=-60), 8-9=-41, 9-10=-41, 10-11=-41, 2-12=-20 Horz: 1-2=17, 2-7=27, 8-9=-27, 10-11=-27 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-414(F) 8=-414(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-7=11, 7-8=-34(F=-60), 8-9=31, 9-10=16, 10-11=31, 2-12=-10 Horz: 1-2=-48, 2-7=-20, 8-9=39, 10-11=39 Drag: 9-10=0 Concentrated Loads (lb) Vert: 7=140(F) 8=140(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-7=31, 7-8=-34(F=-60), 8-9=11, 9-10=45, 10-11=11, 2-12=-10 Horz: 1-2=-29, 2-7=-39, 8-9=20, 10-11=20 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=238(F) 8=238(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-7=-39, 7-8=-76(F=-60), 8-9=5, 9-10=-16, 10-11=5, 2-12=-20 Horz: 1-2=14, 2-7=25, 8-9=19, 10-11=19 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-397(F) 8=-397(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-7=5, 7-8=-76(F=-60), 8-9=-39, 9-10=-16, 10-11=-39, 2-12=-20 Horz: 1-2=-29, 2-7=-19, 8-9=-25, 10-11=-25 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-397(F) 8=-397(F) Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2981843-PSLP-CIALINI Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943177 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:20 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-?mL1v9uHwp4I5a6PpHodyv336OZtbGsiRV4QTfyKcGn LOAD CASE(S) Standard 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-7=45, 7-8=-15(F=-60), 8-9=45, 9-10=45, 10-11=45, 2-12=-10 Horz: 1-2=-82, 2-7=-54, 8-9=54, 10-11=54 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=238(F) 8=238(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-7=16, 7-8=-44(F=-60), 8-9=16, 9-10=16, 10-11=16, 2-12=-10 Horz: 1-2=-53, 2-7=-25, 8-9=25, 10-11=25 Drag: 9-10=0 Concentrated Loads (lb) Vert: 7=42(F) 8=42(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-7=-16, 7-8=-76(F=-60), 8-9=-16, 9-10=-16, 10-11=-16, 2-12=-20 Horz: 1-2=-9, 2-7=2, 8-9=-2, 10-11=-2 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-299(F) 8=-299(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-7=-16, 7-8=-76(F=-60), 8-9=-16, 9-10=-16, 10-11=-16, 2-12=-20 Horz: 1-2=-9, 2-7=2, 8-9=-2, 10-11=-2 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-299(F) 8=-299(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-74(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-25=-40, 25-26=-60, 16-26=-40, 16-27=-60, 14-27=-40, 14-28=-60, 12-28=-40 Concentrated Loads (lb) Vert: 7=-230(F) 8=-230(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-63, 7-8=-105(F=-60), 8-9=-30, 9-10=-45, 10-11=-30, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 14-27=-35, 14-28=-50, 12-28=-35 Horz: 1-2=11, 2-7=19, 8-9=14, 10-11=14 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-558(F) 8=-558(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-7=-30, 7-8=-105(F=-60), 8-9=-63, 9-10=-45, 10-11=-63, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 14-27=-35, 14-28=-50, 12-28=-35 Horz: 1-2=-22, 2-7=-14, 8-9=-19, 10-11=-19 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-558(F) 8=-558(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-45, 7-8=-105(F=-60), 8-9=-45, 9-10=-45, 10-11=-45, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 14-27=-35, 14-28=-50, 12-28=-35 Horz: 1-2=-7, 2-7=1, 8-9=-1, 10-11=-1 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-484(F) 8=-484(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-45, 7-8=-105(F=-60), 8-9=-45, 9-10=-45, 10-11=-45, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 14-27=-35, 14-28=-50, 12-28=-35 Horz: 1-2=-7, 2-7=1, 8-9=-1, 10-11=-1 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-484(F) 8=-484(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-54, 7-8=-114(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-12=-20 Concentrated Loads (lb) Vert: 7=-500(F) 8=-500(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-114(F=-60), 8-9=-54, 9-10=-54, 10-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 7=-500(F) 8=-500(F) Continued on page 4 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2981843-PSLP-CIALINI Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943177 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:20 2021 Page 4 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-?mL1v9uHwp4I5a6PpHodyv336OZtbGsiRV4QTfyKcGn LOAD CASE(S) Standard 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-44, 7-8=-104(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 14-27=-35, 14-28=-50, 12-28=-35 Concentrated Loads (lb) Vert: 7=-432(F) 8=-432(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-104(F=-60), 8-9=-44, 9-10=-44, 10-11=-44, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 14-27=-35, 14-28=-50, 12-28=-35 Concentrated Loads (lb) Vert: 7=-432(F) 8=-432(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 2981843-PSLP-CIALINI Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943178 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-QL19XBwACkSty2q_UPMKZYhZXcaoocK87TJ44_yKcGk Scale = 1:78.6 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 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 5x6 5x6 8x12 3x6 4x6 3x4 2x4 6x8 2x4 3x6 3x4 3x8 2x4 5x8 4x6 6x8 5-5-3 5-5-3 10-3-13 4-10-10 19-4-11 9-0-14 24-1-5 4-8-10 32-11-6 8-10-1 39-10-0 6-10-10 -1-0-0 1-0-0 5-5-3 5-5-3 10-3-13 4-10-10 14-10-4 4-6-7 19-4-11 4-6-7 24-1-5 4-8-10 30-3-6 6-2-1 32-11-6 2-8-0 39-10-0 6-10-10 0-4-36-11-810-0-83-6-31-0-010-0-86.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [8:0-3-0,0-2-0], [10:0-3-0,0-2-0], [11:0-10-4,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.97 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.46 0.07 0.09 (loc) 16-18 16-18 21 13-15 l/defl >999 >767 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 274 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-11: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 7-16, 8-15, 9-15 REACTIONS. (size)2=0-7-10, 18=0-7-10, 21=0-5-10 Max Horz 2=-363(LC 10) Max Uplift 2=-153(LC 12), 18=-961(LC 12), 21=-541(LC 12) Max Grav 2=308(LC 21), 18=2999(LC 17), 21=1785(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-266/509, 5-6=-124/455, 6-7=-1807/1005, 7-8=-1827/1065, 8-9=-2070/1109, 9-10=-1636/862, 10-11=-1853/878 BOT CHORD 2-19=-204/261, 18-19=-204/261, 16-18=-461/1046, 15-16=-615/1587, 13-15=-894/1921, 12-13=-160/318 WEBS 3-18=-536/343, 5-18=-320/277, 6-18=-2438/1258, 6-16=-299/1139, 7-16=-660/324, 7-15=-301/645, 9-15=-301/318, 9-13=-972/586, 10-13=-163/555, 11-13=-598/1426, 11-21=-1830/844 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 19-4-11, Exterior(2E) 19-4-11 to 30-3-6, Interior(1) 30-3-6 to 32-11-6, Exterior(2E) 32-11-6 to 39-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 21 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=153, 18=961, 21=541. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 November 12,2021 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 2981843-PSLP-CIALINI Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943178 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:23 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-QL19XBwACkSty2q_UPMKZYhZXcaoocK87TJ44_yKcGk NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 558 lb down and 405 lb up at 19-4-11, and 558 lb down and 405 lb up at 24-1-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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: 1-7=-54, 7-8=-114(F=-60), 8-9=-54, 9-10=-54, 10-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 7=-500(F) 8=-500(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-44, 7-8=-104(F=-60), 8-9=-44, 9-10=-44, 10-11=-44, 2-24=-35, 24-25=-50, 16-25=-35, 16-26=-50, 26-27=-35, 27-28=-50, 12-28=-35 Concentrated Loads (lb) Vert: 7=-432(F) 8=-432(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-74(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-12=-40 Concentrated Loads (lb) Vert: 7=-365(F) 8=-365(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=105, 2-22=59, 7-22=47, 7-8=-1(F=-60), 8-9=59, 9-10=47, 10-11=59, 2-12=-10 Horz: 1-2=-113, 2-22=-67, 7-22=-56, 8-9=67, 10-11=67 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=328(F) 8=328(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=37, 2-23=47, 7-23=70, 7-8=10(F=-60), 8-9=47, 9-10=70, 10-11=47, 2-12=-10 Horz: 1-2=-45, 2-23=-56, 7-23=-78, 8-9=56, 10-11=56 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=405(F) 8=405(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-7=-41, 7-8=-101(F=-60), 8-9=-41, 9-10=-41, 10-11=-41, 2-12=-20 Horz: 1-2=-17, 2-7=27, 8-9=-27, 10-11=-27 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-414(F) 8=-414(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-7=-41, 7-8=-101(F=-60), 8-9=-41, 9-10=-41, 10-11=-41, 2-12=-20 Horz: 1-2=17, 2-7=27, 8-9=-27, 10-11=-27 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-414(F) 8=-414(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-7=11, 7-8=-34(F=-60), 8-9=31, 9-10=16, 10-11=31, 2-12=-10 Horz: 1-2=-48, 2-7=-20, 8-9=39, 10-11=39 Drag: 9-10=0 Concentrated Loads (lb) Vert: 7=140(F) 8=140(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-7=31, 7-8=-34(F=-60), 8-9=11, 9-10=45, 10-11=11, 2-12=-10 Horz: 1-2=-29, 2-7=-39, 8-9=20, 10-11=20 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=238(F) 8=238(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-7=-39, 7-8=-76(F=-60), 8-9=5, 9-10=-16, 10-11=5, 2-12=-20 Horz: 1-2=14, 2-7=25, 8-9=19, 10-11=19 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-397(F) 8=-397(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-7=5, 7-8=-76(F=-60), 8-9=-39, 9-10=-16, 10-11=-39, 2-12=-20 Horz: 1-2=-29, 2-7=-19, 8-9=-25, 10-11=-25 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-397(F) 8=-397(F) Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2981843-PSLP-CIALINI Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943178 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:23 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-QL19XBwACkSty2q_UPMKZYhZXcaoocK87TJ44_yKcGk LOAD CASE(S) Standard 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-7=45, 7-8=-15(F=-60), 8-9=45, 9-10=45, 10-11=45, 2-12=-10 Horz: 1-2=-82, 2-7=-54, 8-9=54, 10-11=54 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=238(F) 8=238(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-7=16, 7-8=-44(F=-60), 8-9=16, 9-10=16, 10-11=16, 2-12=-10 Horz: 1-2=-53, 2-7=-25, 8-9=25, 10-11=25 Drag: 9-10=0 Concentrated Loads (lb) Vert: 7=42(F) 8=42(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-7=-16, 7-8=-76(F=-60), 8-9=-16, 9-10=-16, 10-11=-16, 2-12=-20 Horz: 1-2=-9, 2-7=2, 8-9=-2, 10-11=-2 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-299(F) 8=-299(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-7=-16, 7-8=-76(F=-60), 8-9=-16, 9-10=-16, 10-11=-16, 2-12=-20 Horz: 1-2=-9, 2-7=2, 8-9=-2, 10-11=-2 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-299(F) 8=-299(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-74(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-24=-40, 24-25=-60, 16-25=-40, 16-26=-60, 26-27=-40, 27-28=-60, 12-28=-40 Concentrated Loads (lb) Vert: 7=-230(F) 8=-230(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-63, 7-8=-105(F=-60), 8-9=-30, 9-10=-45, 10-11=-30, 2-24=-35, 24-25=-50, 16-25=-35, 16-26=-50, 26-27=-35, 27-28=-50, 12-28=-35 Horz: 1-2=11, 2-7=19, 8-9=14, 10-11=14 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-558(F) 8=-558(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-7=-30, 7-8=-105(F=-60), 8-9=-63, 9-10=-45, 10-11=-63, 2-24=-35, 24-25=-50, 16-25=-35, 16-26=-50, 26-27=-35, 27-28=-50, 12-28=-35 Horz: 1-2=-22, 2-7=-14, 8-9=-19, 10-11=-19 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-558(F) 8=-558(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-45, 7-8=-105(F=-60), 8-9=-45, 9-10=-45, 10-11=-45, 2-24=-35, 24-25=-50, 16-25=-35, 16-26=-50, 26-27=-35, 27-28=-50, 12-28=-35 Horz: 1-2=-7, 2-7=1, 8-9=-1, 10-11=-1 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-484(F) 8=-484(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-45, 7-8=-105(F=-60), 8-9=-45, 9-10=-45, 10-11=-45, 2-24=-35, 24-25=-50, 16-25=-35, 16-26=-50, 26-27=-35, 27-28=-50, 12-28=-35 Horz: 1-2=-7, 2-7=1, 8-9=-1, 10-11=-1 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-484(F) 8=-484(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-54, 7-8=-114(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-12=-20 Concentrated Loads (lb) Vert: 7=-500(F) 8=-500(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-114(F=-60), 8-9=-54, 9-10=-54, 10-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 7=-500(F) 8=-500(F) Continued on page 4 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2981843-PSLP-CIALINI Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943178 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:23 2021 Page 4 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-QL19XBwACkSty2q_UPMKZYhZXcaoocK87TJ44_yKcGk LOAD CASE(S) Standard 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-44, 7-8=-104(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-24=-35, 24-25=-50, 16-25=-35, 16-26=-50, 26-27=-35, 27-28=-50, 12-28=-35 Concentrated Loads (lb) Vert: 7=-432(F) 8=-432(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-104(F=-60), 8-9=-44, 9-10=-44, 10-11=-44, 2-24=-35, 24-25=-50, 16-25=-35, 16-26=-50, 26-27=-35, 27-28=-50, 12-28=-35 Concentrated Loads (lb) Vert: 7=-432(F) 8=-432(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 2981843-PSLP-CIALINI Truss B7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943179 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Mk9wysyQkLibBM_MbqOoezmw0PGLGWoRanoB9tyKcGi Scale = 1:78.6 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 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 5x6 5x6 8x12 3x6 4x6 3x4 2x4 6x8 2x4 3x6 3x4 3x8 3x4 5x8 4x6 6x8 5-5-3 5-5-3 10-3-13 4-10-10 19-4-11 9-0-14 24-1-5 4-8-10 32-4-14 8-3-9 39-10-0 7-5-2 -1-0-0 1-0-0 5-5-3 5-5-3 10-3-13 4-10-10 14-10-4 4-6-7 19-4-11 4-6-7 24-1-5 4-8-10 29-8-14 5-7-9 32-4-14 2-8-0 39-10-0 7-5-2 0-4-37-2-1210-0-83-6-31-0-010-0-86.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [8:0-3-0,0-2-0], [10:0-3-0,0-2-0], [11:0-10-4,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.97 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.45 0.07 0.09 (loc) 16-18 16-18 21 13-15 l/defl >999 >774 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-11: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 7-16, 8-15, 9-15 REACTIONS. (size)2=0-7-10, 18=0-7-10, 21=0-5-10 Max Horz 2=-363(LC 10) Max Uplift 2=-153(LC 12), 18=-961(LC 12), 21=-541(LC 12) Max Grav 2=307(LC 21), 18=3002(LC 17), 21=1785(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-267/511, 5-6=-125/458, 6-7=-1806/1006, 7-8=-1822/1065, 8-9=-2060/1117, 9-10=-1665/920, 10-11=-1889/902 BOT CHORD 2-19=-205/259, 18-19=-205/259, 16-18=-461/1046, 15-16=-616/1588, 13-15=-884/1910, 12-13=-190/330 WEBS 3-18=-537/342, 5-18=-320/278, 6-18=-2442/1260, 6-16=-321/1141, 7-16=-653/345, 7-15=-331/633, 9-15=-314/337, 9-13=-914/543, 10-13=-146/555, 11-13=-597/1415, 11-21=-1832/885 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 19-4-11, Exterior(2E) 19-4-11 to 29-8-14, Interior(1) 29-8-14 to 32-4-14, Exterior(2R) 32-4-14 to 38-4-14, Interior(1) 38-4-14 to 39-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 21 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=153, 18=961, 21=541. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 558 lb down and 405 lb up at 19-4-11, and 558 lb down and 405 lb up at 24-1-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 November 12,2021 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 2981843-PSLP-CIALINI Truss B7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943179 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:25 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Mk9wysyQkLibBM_MbqOoezmw0PGLGWoRanoB9tyKcGi NOTES- 11) 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: 1-7=-54, 7-8=-114(F=-60), 8-9=-54, 9-10=-54, 10-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 7=-500(F) 8=-500(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-44, 7-8=-104(F=-60), 8-9=-44, 9-10=-44, 10-11=-44, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Concentrated Loads (lb) Vert: 7=-432(F) 8=-432(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-74(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-12=-40 Concentrated Loads (lb) Vert: 7=-365(F) 8=-365(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=105, 2-22=59, 7-22=47, 7-8=-1(F=-60), 8-9=59, 9-10=47, 10-24=70, 11-24=47, 2-12=-10 Horz: 1-2=-113, 2-22=-67, 7-22=-56, 8-9=67, 10-24=78, 11-24=56 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=405(F) 8=405(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=37, 2-23=47, 7-23=70, 7-8=10(F=-60), 8-9=47, 9-10=70, 10-11=47, 2-12=-10 Horz: 1-2=-45, 2-23=-56, 7-23=-78, 8-9=56, 10-11=56 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=405(F) 8=405(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-7=-41, 7-8=-101(F=-60), 8-9=-41, 9-10=-41, 10-11=-41, 2-12=-20 Horz: 1-2=-17, 2-7=27, 8-9=-27, 10-11=-27 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-414(F) 8=-414(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-7=-41, 7-8=-101(F=-60), 8-9=-41, 9-10=-41, 10-11=-41, 2-12=-20 Horz: 1-2=17, 2-7=27, 8-9=-27, 10-11=-27 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-414(F) 8=-414(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-7=11, 7-8=-34(F=-60), 8-9=31, 9-10=16, 10-11=31, 2-12=-10 Horz: 1-2=-48, 2-7=-20, 8-9=39, 10-11=39 Drag: 9-10=0 Concentrated Loads (lb) Vert: 7=140(F) 8=140(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-7=31, 7-8=-34(F=-60), 8-9=11, 9-10=45, 10-11=11, 2-12=-10 Horz: 1-2=-29, 2-7=-39, 8-9=20, 10-11=20 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=238(F) 8=238(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-7=-39, 7-8=-76(F=-60), 8-9=5, 9-10=-16, 10-11=5, 2-12=-20 Horz: 1-2=14, 2-7=25, 8-9=19, 10-11=19 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-397(F) 8=-397(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-7=5, 7-8=-76(F=-60), 8-9=-39, 9-10=-16, 10-11=-39, 2-12=-20 Horz: 1-2=-29, 2-7=-19, 8-9=-25, 10-11=-25 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-397(F) 8=-397(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2981843-PSLP-CIALINI Truss B7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943179 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:25 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Mk9wysyQkLibBM_MbqOoezmw0PGLGWoRanoB9tyKcGi LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=74, 2-7=45, 7-8=-15(F=-60), 8-9=45, 9-10=45, 10-11=45, 2-12=-10 Horz: 1-2=-82, 2-7=-54, 8-9=54, 10-11=54 Drag: 9-10=1 Concentrated Loads (lb) Vert: 7=238(F) 8=238(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-7=16, 7-8=-44(F=-60), 8-9=16, 9-10=16, 10-11=16, 2-12=-10 Horz: 1-2=-53, 2-7=-25, 8-9=25, 10-11=25 Drag: 9-10=0 Concentrated Loads (lb) Vert: 7=42(F) 8=42(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-7=-16, 7-8=-76(F=-60), 8-9=-16, 9-10=-16, 10-11=-16, 2-12=-20 Horz: 1-2=-9, 2-7=2, 8-9=-2, 10-11=-2 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-299(F) 8=-299(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-7=-16, 7-8=-76(F=-60), 8-9=-16, 9-10=-16, 10-11=-16, 2-12=-20 Horz: 1-2=-9, 2-7=2, 8-9=-2, 10-11=-2 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-299(F) 8=-299(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-74(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-25=-40, 25-26=-60, 16-26=-40, 16-27=-60, 27-28=-40, 28-29=-60, 12-29=-40 Concentrated Loads (lb) Vert: 7=-230(F) 8=-230(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-63, 7-8=-105(F=-60), 8-9=-30, 9-10=-45, 10-11=-30, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Horz: 1-2=11, 2-7=19, 8-9=14, 10-11=14 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-558(F) 8=-558(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-7=-30, 7-8=-105(F=-60), 8-9=-63, 9-10=-45, 10-11=-63, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Horz: 1-2=-22, 2-7=-14, 8-9=-19, 10-11=-19 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-558(F) 8=-558(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-45, 7-8=-105(F=-60), 8-9=-45, 9-10=-45, 10-11=-45, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Horz: 1-2=-7, 2-7=1, 8-9=-1, 10-11=-1 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-484(F) 8=-484(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-7=-45, 7-8=-105(F=-60), 8-9=-45, 9-10=-45, 10-11=-45, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Horz: 1-2=-7, 2-7=1, 8-9=-1, 10-11=-1 Drag: 9-10=-0 Concentrated Loads (lb) Vert: 7=-484(F) 8=-484(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-54, 7-8=-114(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-12=-20 Concentrated Loads (lb) Vert: 7=-500(F) 8=-500(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-114(F=-60), 8-9=-54, 9-10=-54, 10-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 7=-500(F) 8=-500(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 4 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2981843-PSLP-CIALINI Truss B7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943179 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:25 2021 Page 4 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Mk9wysyQkLibBM_MbqOoezmw0PGLGWoRanoB9tyKcGi LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=-44, 7-8=-104(F=-60), 8-9=-14, 9-10=-14, 10-11=-14, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Concentrated Loads (lb) Vert: 7=-432(F) 8=-432(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-14, 7-8=-104(F=-60), 8-9=-44, 9-10=-44, 10-11=-44, 2-25=-35, 25-26=-50, 16-26=-35, 16-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Concentrated Loads (lb) Vert: 7=-432(F) 8=-432(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 2981843-PSLP-CIALINI Truss B8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943180 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-FVOQoE?xoaC0gzI8qgSkppxXk1dGCQx1VPmOIeyKcGe Scale = 1:79.2 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 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x8 5x6 5x6 4x12 4x6 5x6 WB2x4 3x4 3x4 3x4 3x8 3x4 3x8 3x4 5x8 4x6 6x8 6-9-14 6-9-14 9-11-9 3-1-11 13-1-5 3-1-11 19-4-11 6-3-6 24-1-5 4-8-10 30-4-14 6-3-9 39-10-0 9-5-2 -1-0-0 1-0-0 6-9-14 6-9-14 13-1-5 6-3-6 19-4-11 6-3-6 24-1-5 4-8-10 27-8-14 3-7-9 30-4-14 2-8-0 34-11-11 4-6-13 39-10-0 4-10-5 0-4-38-2-1210-0-83-6-31-0-010-0-86.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [7:0-6-0,0-2-8], [9:0-3-0,0-2-0], [11:0-6-12,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.97 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.44 0.17 0.27 (loc) 16-18 16-18 21 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 11-20: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-6 oc bracing. WEBS 1 Row at midpt 5-16, 7-15, 8-15, 8-13, 10-12 REACTIONS. (size)2=0-7-10, 21=0-5-10 Max Horz 2=-363(LC 10) Max Uplift 2=-869(LC 12), 21=-786(LC 12) Max Grav 2=2522(LC 17), 21=2464(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4704/2132, 3-5=-4111/2010, 5-6=-3452/1829, 6-7=-3061/1738, 7-8=-3255/1799, 8-9=-2498/1381, 9-10=-2799/1477, 10-11=-525/264, 12-20=-988/2131, 11-20=-988/2131 BOT CHORD 2-19=-2048/4341, 18-19=-2048/4341, 16-18=-1785/3795, 15-16=-1313/2974, 13-15=-1393/2973, 12-13=-916/1832 WEBS 3-19=0/267, 5-18=-96/558, 5-16=-939/561, 6-16=-229/555, 7-16=-195/409, 7-15=-205/408, 8-15=-234/273, 8-13=-1581/838, 9-13=-453/1061, 10-13=-330/1045, 10-12=-2418/1259, 3-18=-622/342, 11-21=-2514/1208 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 19-4-11, Exterior(2E) 19-4-11 to 27-8-14, Interior(1) 27-8-14 to 30-4-14, Exterior(2R) 30-4-14 to 36-4-14, Interior(1) 36-4-14 to 39-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 21 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=869, 21=786. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 November 12,2021 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 2981843-PSLP-CIALINI Truss B8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943180 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:30 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-jiyp?a0ZZtKtI7tKON_zL0UiTQzVxsBAk2Vyq4yKcGd NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 558 lb down and 405 lb up at 19-4-11, and 558 lb down and 405 lb up at 24-1-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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: 1-6=-54, 6-7=-114(F=-60), 7-8=-54, 8-9=-54, 9-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 6=-500(F) 7=-500(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-44, 6-7=-104(F=-60), 7-8=-44, 8-9=-44, 9-11=-44, 2-18=-35, 17-18=-50, 17-25=-35, 15-25=-50, 15-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Concentrated Loads (lb) Vert: 6=-432(F) 7=-432(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-14, 6-7=-74(F=-60), 7-8=-14, 8-9=-14, 9-11=-14, 2-12=-40 Concentrated Loads (lb) Vert: 6=-365(F) 7=-365(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=105, 2-22=59, 6-22=47, 6-7=-1(F=-60), 7-8=59, 8-9=47, 9-24=70, 11-24=47, 2-12=-10 Horz: 1-2=-113, 2-22=-67, 6-22=-56, 7-8=67, 9-24=78, 11-24=56 Concentrated Loads (lb) Vert: 6=405(F) 7=405(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=37, 2-5=47, 5-6=70, 6-7=10(F=-60), 7-8=47, 8-9=70, 9-11=47, 2-12=-10 Horz: 1-2=-45, 2-5=-56, 5-6=-78, 7-8=56, 9-11=56 Concentrated Loads (lb) Vert: 6=405(F) 7=405(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-6=-41, 6-7=-101(F=-60), 7-8=-41, 8-9=-41, 9-11=-41, 2-12=-20 Horz: 1-2=-17, 2-6=27, 7-8=-27, 9-11=-27 Concentrated Loads (lb) Vert: 6=-414(F) 7=-414(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-6=-41, 6-7=-101(F=-60), 7-8=-41, 8-9=-41, 9-11=-41, 2-12=-20 Horz: 1-2=17, 2-6=27, 7-8=-27, 9-11=-27 Concentrated Loads (lb) Vert: 6=-414(F) 7=-414(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=40, 2-6=11, 6-7=-34(F=-60), 7-8=31, 8-23=26, 9-23=16, 9-11=31, 2-12=-10 Horz: 1-2=-48, 2-6=-20, 7-8=39, 9-11=39 Concentrated Loads (lb) Vert: 6=140(F) 7=140(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=21, 2-6=31, 6-7=-34(F=-60), 7-8=11, 8-9=45, 9-11=11, 2-12=-10 Horz: 1-2=-29, 2-6=-39, 7-8=20, 9-11=20 Concentrated Loads (lb) Vert: 6=238(F) 7=238(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-6=-39, 6-7=-76(F=-60), 7-8=5, 8-9=-16, 9-11=5, 2-12=-20 Horz: 1-2=14, 2-6=25, 7-8=19, 9-11=19 Concentrated Loads (lb) Vert: 6=-397(F) 7=-397(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-6=5, 6-7=-76(F=-60), 7-8=-39, 8-9=-16, 9-11=-39, 2-12=-20 Horz: 1-2=-29, 2-6=-19, 7-8=-25, 9-11=-25 Concentrated Loads (lb) Vert: 6=-397(F) 7=-397(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=74, 2-6=45, 6-7=-15(F=-60), 7-8=45, 8-9=45, 9-11=45, 2-12=-10 Horz: 1-2=-82, 2-6=-54, 7-8=54, 9-11=54 Concentrated Loads (lb) Vert: 6=238(F) 7=238(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2981843-PSLP-CIALINI Truss B8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943180 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:30 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-jiyp?a0ZZtKtI7tKON_zL0UiTQzVxsBAk2Vyq4yKcGd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=45, 2-6=16, 6-7=-44(F=-60), 7-8=16, 8-9=16, 9-11=16, 2-12=-10 Horz: 1-2=-53, 2-6=-25, 7-8=25, 9-11=25 Concentrated Loads (lb) Vert: 6=42(F) 7=42(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-6=-16, 6-7=-76(F=-60), 7-8=-16, 8-9=-16, 9-11=-16, 2-12=-20 Horz: 1-2=-9, 2-6=2, 7-8=-2, 9-11=-2 Concentrated Loads (lb) Vert: 6=-299(F) 7=-299(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-6=-16, 6-7=-76(F=-60), 7-8=-16, 8-9=-16, 9-11=-16, 2-12=-20 Horz: 1-2=-9, 2-6=2, 7-8=-2, 9-11=-2 Concentrated Loads (lb) Vert: 6=-299(F) 7=-299(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-14, 6-7=-74(F=-60), 7-8=-14, 8-9=-14, 9-11=-14, 2-18=-40, 17-18=-60, 17-25=-40, 15-25=-60, 15-26=-40, 26-27=-60, 27-28=-40, 28-29=-60, 12-29=-40 Concentrated Loads (lb) Vert: 6=-230(F) 7=-230(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-6=-63, 6-7=-105(F=-60), 7-8=-30, 8-9=-45, 9-11=-30, 2-18=-35, 17-18=-50, 17-25=-35, 15-25=-50, 15-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Horz: 1-2=11, 2-6=19, 7-8=14, 9-11=14 Concentrated Loads (lb) Vert: 6=-558(F) 7=-558(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-22, 2-6=-30, 6-7=-105(F=-60), 7-8=-63, 8-9=-45, 9-11=-63, 2-18=-35, 17-18=-50, 17-25=-35, 15-25=-50, 15-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Horz: 1-2=-22, 2-6=-14, 7-8=-19, 9-11=-19 Concentrated Loads (lb) Vert: 6=-558(F) 7=-558(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-45, 6-7=-105(F=-60), 7-8=-45, 8-9=-45, 9-11=-45, 2-18=-35, 17-18=-50, 17-25=-35, 15-25=-50, 15-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Horz: 1-2=-7, 2-6=1, 7-8=-1, 9-11=-1 Concentrated Loads (lb) Vert: 6=-484(F) 7=-484(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-45, 6-7=-105(F=-60), 7-8=-45, 8-9=-45, 9-11=-45, 2-18=-35, 17-18=-50, 17-25=-35, 15-25=-50, 15-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Horz: 1-2=-7, 2-6=1, 7-8=-1, 9-11=-1 Concentrated Loads (lb) Vert: 6=-484(F) 7=-484(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-7=-114(F=-60), 7-8=-14, 8-9=-14, 9-11=-14, 2-12=-20 Concentrated Loads (lb) Vert: 6=-500(F) 7=-500(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-14, 6-7=-114(F=-60), 7-8=-54, 8-9=-54, 9-11=-54, 2-12=-20 Concentrated Loads (lb) Vert: 6=-500(F) 7=-500(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-44, 6-7=-104(F=-60), 7-8=-14, 8-9=-14, 9-11=-14, 2-18=-35, 17-18=-50, 17-25=-35, 15-25=-50, 15-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Concentrated Loads (lb) Vert: 6=-432(F) 7=-432(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-14, 6-7=-104(F=-60), 7-8=-44, 8-9=-44, 9-11=-44, 2-18=-35, 17-18=-50, 17-25=-35, 15-25=-50, 15-26=-35, 26-27=-50, 27-28=-35, 28-29=-50, 12-29=-35 Concentrated Loads (lb) Vert: 6=-432(F) 7=-432(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 2981843-PSLP-CIALINI Truss B9 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943181 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-BuWBDw0BKBTkwHSWy5VCuE0wPqK8gJfKziFVMXyKcGc Scale = 1:77.8 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 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x8 5x6 5x6 4x12 3x6 5x6 WB3x4 2x4 3x4 3x8 3x4 3x8 2x4 4x6 5x8 3x6 6x8 10-1-12 10-1-12 19-9-0 9-7-4 23-9-0 4-0-0 28-4-14 4-7-14 33-11-11 5-6-13 39-10-0 5-10-5 -1-0-0 1-0-0 6-11-5 6-11-5 13-4-3 6-4-13 19-9-0 6-4-13 23-9-0 4-0-0 25-8-14 1-11-14 28-4-14 2-8-0 33-11-11 5-6-13 39-10-0 5-10-5 0-4-39-2-1210-2-113-6-31-0-010-2-116.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-2], [6:0-3-0,0-2-0], [7:0-6-0,0-2-8], [9:0-3-0,0-2-0], [11:0-6-12,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 0.79 0.94 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.57 0.13 0.19 (loc) 17-19 17-19 21 2-19 l/defl >999 >833 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 286 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 11-20: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 8-16, 8-15, 10-12 REACTIONS. (size)2=0-7-10, 21=0-5-10 Max Horz 2=-370(LC 10) Max Uplift 2=-782(LC 12), 21=-681(LC 12) Max Grav 2=1896(LC 17), 21=1688(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3283/1616, 3-5=-3058/1549, 5-6=-2044/1274, 6-7=-1800/1246, 7-8=-1858/1291, 8-9=-1577/1088, 9-10=-1790/1145, 10-11=-389/248, 12-20=-673/1395, 11-20=-673/1395 BOT CHORD 2-19=-1589/3110, 17-19=-1299/2526, 16-17=-838/1743, 15-16=-901/1792, 13-15=-722/1374, 12-13=-722/1374 WEBS 3-19=-368/359, 5-19=-181/767, 5-17=-924/585, 6-17=-260/639, 7-17=-152/404, 7-16=-325/558, 8-16=-469/359, 8-15=-676/406, 9-15=-269/611, 10-15=-94/371, 10-13=0/253, 10-12=-1696/891, 11-21=-1726/904 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 19-9-0, Exterior(2E) 19-9-0 to 25-8-14, Interior(1) 25-8-14 to 28-4-14, Exterior(2R) 28-4-14 to 34-4-14, Interior(1) 34-4-14 to 39-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 21 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=782, 21=681. November 12,2021 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 2981843-PSLP-CIALINI Truss B10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25943182 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-qfBsbOlOVQhsHumIfT52?b6C?zrRWLg5vHwLaoyKcGy Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 4x12 3x6 4x6 3x4 2x4 3x4 3x4 2x4 3x8 5x6 2x4 4x6 5x8 6x8 9-1-12 9-1-12 17-9-0 8-7-4 23-1-0 5-4-0 28-5-0 5-4-0 33-11-12 5-6-12 39-10-0 5-10-4 -1-0-0 1-0-0 6-3-5 6-3-5 12-0-3 5-8-13 17-9-0 5-8-13 23-1-0 5-4-0 28-5-0 5-4-0 33-11-12 5-6-12 39-10-0 5-10-4 0-4-39-2-113-6-31-0-09-2-116.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [10:0-6-12,Edge], [13:0-3-0,0-3-0] 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 0.66 0.85 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.46 0.13 0.18 (loc) 15-17 15-17 19 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 265 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing. WEBS 1 Row at midpt 5-15, 6-14, 7-14, 8-13, 9-11 REACTIONS. (size)2=0-7-10, 19=0-5-10 Max Horz 2=-327(LC 10) Max Uplift 2=-782(LC 12), 19=-681(LC 12) Max Grav 2=1901(LC 17), 19=1693(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3331/1561, 3-5=-3136/1500, 5-6=-2252/1251, 6-7=-1887/1186, 7-8=-1887/1186, 8-9=-1796/1069, 9-10=-390/245, 11-18=-635/1400, 10-18=-635/1400 BOT CHORD 2-17=-1530/3121, 15-17=-1263/2624, 14-15=-903/2071, 13-14=-707/1597, 12-13=-686/1378, 11-12=-686/1378 WEBS 3-17=-309/317, 5-17=-156/663, 5-15=-814/524, 6-15=-303/888, 7-14=-321/328, 8-14=-356/711, 9-13=-96/373, 9-12=0/251, 9-11=-1701/842, 10-19=-1730/867 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-9-0, Exterior(2R) 17-9-0 to 26-2-13, Interior(1) 26-2-13 to 28-5-0, Exterior(2R) 28-5-0 to 36-10-13, Interior(1) 36-10-13 to 39-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 2=782, 19=681. November 12,2021 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 2981843-PSLP-CIALINI Truss C1 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25943183 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-3fli2H3hOQzAOulHBxZ824BdrRkBc2rwtKDjVIyKcGY Scale = 1:58.7 1 2 3 4 5 6 11 10 9 8 7 13 14 15 16 17 12 5x8 ST1.5x8 STP ST1.5x8 STP4x6 3x6 3x6 2x4 3x8 3x4 3x4 3x4 2x4 8-1-12 8-1-12 15-9-0 7-7-4 21-4-1 5-7-1 26-11-2 5-7-1 -1-0-0 1-0-0 8-1-12 8-1-12 15-9-0 7-7-4 21-4-1 5-7-1 26-11-2 5-7-1 0-4-38-2-118-11-110-9-08-2-116.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [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 0.76 0.81 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.28 0.07 0.15 (loc) 2-11 2-11 12 2-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 1 Row at midpt 6-12, 3-9, 6-8 REACTIONS. (size)2=0-7-10, 12=0-3-8 Max Horz 2=463(LC 12) Max Uplift 2=-502(LC 12), 12=-527(LC 12) Max Grav 2=1315(LC 17), 12=1229(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2078/796, 3-4=-1220/525, 4-5=-1046/566, 5-6=-702/377, 7-12=-1229/632, 6-7=-1115/654 BOT CHORD 2-11=-1076/1892, 9-11=-1078/1886, 8-9=-377/702 WEBS 3-11=0/347, 3-9=-960/579, 5-9=-363/607, 5-8=-767/600, 6-8=-660/1223 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 15-9-0, Exterior(2R) 15-9-0 to 24-2-13, Interior(1) 24-2-13 to 26-9-6 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=502, 12=527. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). November 12,2021 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 2981843-PSLP-CIALINI Truss C2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25943184 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-XrJ4Gd4K9j5102KUle4NbHjqsr5NLWl36_yG2kyKcGX Scale = 1:52.7 1 2 3 4 5 6 11 10 9 8 7 13 14 15 16 12 5x6 ST1.5x8 STP ST1.5x8 STP4x6 3x4 3x6 2x4 3x8 3x4 3x4 3x4 2x4 7-1-12 7-1-12 13-9-0 6-7-4 20-4-1 6-7-1 26-11-2 6-7-1 -1-0-0 1-0-0 7-1-12 7-1-12 13-9-0 6-7-4 20-4-1 6-7-1 26-11-2 6-7-1 0-4-37-2-117-11-110-9-07-2-116.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.68 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.07 0.10 (loc) 2-11 2-11 12 2-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 1 Row at midpt 6-12, 6-8 REACTIONS. (size)2=0-7-10, 12=0-3-8 Max Horz 2=410(LC 12) Max Uplift 2=-517(LC 12), 12=-512(LC 12) Max Grav 2=1307(LC 17), 12=1205(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2114/867, 3-4=-1391/636, 4-5=-1209/649, 5-6=-901/481, 7-12=-1205/609, 6-7=-1075/635 BOT CHORD 2-11=-1096/1913, 10-11=-1098/1907, 8-10=-481/901 WEBS 3-11=0/295, 3-10=-803/510, 4-10=0/290, 5-10=-285/452, 5-8=-661/585, 6-8=-699/1300 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 13-9-0, Exterior(2R) 13-9-0 to 22-2-13, Interior(1) 22-2-13 to 26-9-6 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=517, 12=512. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). November 12,2021 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 2981843-PSLP-CIALINI Truss C3 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25943185 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-UERqhJ6agLLlFLUss37rgip9_fnGpV4MaIRN6dyKcGV Scale = 1:51.0 1 2 3 4 5 6 11 10 9 8 7 13 14 15 16 17 18 12 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 3x6 3x4 2x4 3x8 3x4 3x6 3x6 3x4 6-1-12 6-1-12 11-9-0 5-7-4 19-4-1 7-7-1 26-11-2 7-7-1 -1-0-0 1-0-0 6-1-12 6-1-12 11-9-0 5-7-4 19-4-1 7-7-1 26-11-2 7-7-1 0-4-36-2-116-11-110-9-06-2-116.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.66 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.07 0.09 (loc) 8-10 8-10 12 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 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 3-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WEBS 1 Row at midpt 6-12, 6-8 REACTIONS. (size)2=0-7-10, 12=0-3-8 Max Horz 2=356(LC 12) Max Uplift 2=-530(LC 12), 12=-499(LC 12) Max Grav 2=1293(LC 17), 12=1178(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2131/921, 3-4=-1551/740, 4-5=-1364/725, 5-6=-1144/609, 7-12=-1178/589, 6-7=-1032/618 BOT CHORD 2-11=-1098/1918, 10-11=-1098/1918, 8-10=-609/1144 WEBS 3-10=-640/428, 4-10=-16/361, 5-10=-197/282, 5-8=-583/565, 6-8=-768/1430 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 11-9-0, Exterior(2R) 11-9-0 to 20-2-13, Interior(1) 20-2-13 to 26-9-6 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=530, 12=499. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). November 12,2021 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 2981843-PSLP-CIALINI Truss C4 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25943186 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-yQ?Cuf7CReTctV33Qme4DwLGe23DYyqVoyBwe3yKcGU Scale = 1:47.4 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 4x12 5x6 ST1.5x8 STP 4x6 5x8 3x8 3x6 3x6 3x8 2x4 3x6 9-9-0 9-9-0 18-4-1 8-7-1 26-11-2 8-7-1 5-0-4 5-0-4 9-9-0 4-8-12 18-4-1 8-7-1 26-11-2 8-7-1 1-1-35-11-116.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-4-0,0-3-0] 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 0.90 0.93 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.32 0.04 0.10 (loc) 7-8 7-8 7 8-10 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 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 2-11-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)1=Mechanical, 7=0-3-8 Max Horz 1=305(LC 12) Max Uplift 1=-439(LC 12), 7=-504(LC 12) Max Grav 1=1216(LC 17), 7=1178(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1743/881, 3-4=-1549/781, 4-5=-1390/766, 5-6=-1297/702, 6-7=-1015/652 BOT CHORD 1-10=-969/1513, 8-10=-716/1310 WEBS 3-10=-156/269, 4-10=-15/343, 5-8=-543/556, 6-8=-831/1524 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) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 9-9-0, Exterior(2R) 9-9-0 to 18-2-5, Interior(1) 18-2-5 to 26-9-6 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) 1=439, 7=504. November 12,2021 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 2981843-PSLP-CIALINI Truss C5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25943187 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-up7zJL8SzGjJ6pDRXBgYILRdQsk6?rLoGGg1jyyKcGS Scale = 1:47.2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 4x12 5x6 5x6 ST1.5x8 STP 5x6 7x10 4x6 3x6 3x6 3x4 3x6 7-9-0 7-9-0 17-2-5 9-5-5 26-11-2 9-8-13 7-9-0 7-9-0 17-2-5 9-5-5 26-11-2 9-8-13 1-1-34-11-116.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-3-0,0-2-7], [4:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.97 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.44 0.04 0.09 (loc) 6-7 6-7 6 7-9 l/defl >999 >738 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 4-4-10 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-9, 5-7 REACTIONS. (size)1=Mechanical, 6=0-3-8 Max Horz 1=247(LC 12) Max Uplift 1=-451(LC 12), 6=-493(LC 12) Max Grav 1=991(LC 1), 6=991(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1503/847, 3-4=-1211/843, 4-5=-1470/904, 5-6=-906/636 BOT CHORD 1-9=-841/1219, 7-9=-921/1485 WEBS 3-9=-5/419, 4-9=-437/181, 4-7=-480/542, 5-7=-991/1591 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) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 7-9-0, Exterior(2R) 7-9-0 to 16-2-13, Interior(1) 16-2-13 to 26-9-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=451, 6=493. November 12,2021 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 2981843-PSLP-CIALINI Truss C6 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25943188 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-jzUEaODDZ6UTqkgbuSnyYchgtHtDPVIheC7LwbyKcGM Scale = 1:47.2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 4x12 5x6 5x6 ST1.5x8 STP 4x6 5x6 3x6 3x6 3x6 3x4 3x4 3x4 3x6 5-9-0 5-9-0 12-10-5 7-1-5 19-9-13 6-11-9 26-11-2 7-1-5 5-9-0 5-9-0 12-10-5 7-1-5 19-9-13 6-11-9 26-11-2 7-1-5 1-1-33-11-116.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-3-0,0-3-0] 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 0.76 0.60 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.05 0.14 (loc) 10 10-11 7 8-10 l/defl >999 >999 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 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 3-5-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-4 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)1=Mechanical, 7=0-3-8 Max Horz 1=197(LC 12) Max Uplift 1=-458(LC 12), 7=-485(LC 12) Max Grav 1=991(LC 1), 7=991(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1543/901, 3-4=-1258/866, 4-5=-1887/1182, 5-6=-1463/844, 6-7=-926/609 BOT CHORD 1-11=-862/1241, 10-11=-1182/1887, 8-10=-864/1487 WEBS 3-11=-104/477, 4-11=-711/357, 5-10=-361/454, 5-8=-610/514, 6-8=-932/1613 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) 0-0-0 to 5-9-0, Exterior(2R) 5-9-0 to 14-2-13, Interior(1) 14-2-13 to 26-9-6 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) 1=458, 7=485. November 12,2021 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 2981843-PSLP-CIALINI Truss C7 Truss Type Flat Girder Qty 1 Ply 1 Job Reference (optional) T25943189 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Y7rVqRH_8yEcYf7lEjuMnsxkkiuepDOZ08ag8FyKcGG Scale = 1:47.0 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 4x6 ST1.5x8 STP 5x8 5x6 5x8 4x6 5x6 6x8 3x4 5x8 2x4 3x4 6x8 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 6-9-11 6-9-11 13-5-9 6-7-15 20-1-8 6-7-15 26-11-2 6-9-11 6-9-11 6-9-11 13-5-9 6-7-15 20-1-8 6-7-15 26-11-2 6-9-11 2-11-11Plate Offsets (X,Y)-- [7:Edge,0-3-8], [8:0-3-8,0-3-0], [11:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.73 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.45 0.05 0.38 (loc) 9 9 7 9 l/defl >999 >713 n/a >844 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-11,2-9,5-9,6-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. WEBS 1 Row at midpt 1-11, 6-8 REACTIONS. (size)12=Mechanical, 7=0-3-8 Max Uplift 12=-936(LC 8), 7=-962(LC 8) Max Grav 12=1640(LC 25), 7=1682(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1527/962, 1-2=-3474/1986, 2-3=-4548/2599, 3-5=-4548/2599, 5-6=-3478/1989, 6-7=-1560/993 BOT CHORD 9-11=-1986/3474, 8-9=-1989/3478 WEBS 1-11=-2070/3622, 2-11=-1056/877, 2-9=-684/1148, 3-9=-585/564, 5-9=-680/1143, 5-8=-1056/878, 6-8=-2072/3624 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) 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) 12=936, 7=962. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (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: 1-6=-54, 7-12=-20 Continued on page 2 November 12,2021 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 2981843-PSLP-CIALINI Truss C7 Truss Type Flat Girder Qty 1 Ply 1 Job Reference (optional) T25943189 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:50:54 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-0JPt2nIcvFMTApixoQPbK4TvU5EtYgeiFnJDghyKcGF LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-68(B) 13=-68(B) 14=-68(B) 15=-68(B) 16=-68(B) 17=-68(B) 18=-68(B) 19=-68(B) 21=-68(B) 22=-68(B) 23=-68(B) 24=-68(B) 25=-69(B) 26=-29(B) 27=-29(B) 28=-29(B) 29=-29(B) 30=-29(B) 31=-29(B) 32=-29(B) 33=-29(B) 34=-29(B) 35=-29(B) 36=-29(B) 37=-29(B) 38=-29(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 2981843-PSLP-CIALINI Truss CJ1 Truss Type Corner Jack Qty 11 Ply 1 Job Reference (optional) T25943190 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:51:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-JfKXWAO?GPEUWukHiO1E6YGC4wnnh1mksNW5QnyKcG8 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 0-4-30-10-36.00 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. November 12,2021 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 2981843-PSLP-CIALINI Truss CJ3 Truss Type Corner Jack Qty 11 Ply 1 Job Reference (optional) T25943191 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:51:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-rkIatea2VKFDRLzMelK?lwww4NETRGk5XsOxzsyKcFu 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. November 12,2021 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 2981843-PSLP-CIALINI Truss CJ5 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T25943192 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:51:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-CE9J2_2VJIAgcLRsRRW8r92Ui5Vh4vNrVRKVs5yKcFH Scale = 1:17.0 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. November 12,2021 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 2981843-PSLP-CIALINI Truss CJ11 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T25943193 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:51:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-c?FA_ZTOcZ7UsynddMfuu12QUlADqBVmTziyAtyKcG1 Scale = 1:8.5 1 2 3 4 2x4 ST1.5x8 STP 1-6-0 1-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 0-4-81-1-80-8-131-1-86.00 12 Plate Offsets (X,Y)-- [2:0-0-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.02 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: 7 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 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=79(LC 12) Max Uplift 3=-22(LC 9), 2=-121(LC 12) Max Grav 3=29(LC 17), 2=133(LC 17), 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) 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=121. November 12,2021 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 2981843-PSLP-CIALINI Truss CJ32 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25943194 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:51:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-YxQnXtv_8cfNAVXYkwJKLdYY8FSWGT44lZQsQoyKcFT Scale = 1:13.3 1 2 3 4 4x4 ST1.5x8 STP 2x4 3x8 -1-0-0 1-0-0 3-4-0 3-4-0 3-6-0 0-2-0 0-4-32-1-30-4-111-8-81-5-10-8-26.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge], [3:0-4-3,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 0.21 0.09 0.02 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: 14 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 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 3=Mechanical Max Horz 2=123(LC 12) Max Uplift 2=-145(LC 12), 3=-53(LC 12) Max Grav 2=198(LC 17), 3=111(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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=145. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. November 12,2021 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 2981843-PSLP-CIALINI Truss CJ51 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T25943195 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zneLkj8WQmAYaZ3Ov7g09rNp_JGcyWk0LgGw8eyKcF9 Scale = 1:20.6 1 2 3 6 7 4 5 6x8 ST1.5x8 STP 5x6 2x4 3-7-10 3-7-10 5-6-0 1-10-6 -1-0-0 1-0-0 3-7-10 3-7-10 5-6-0 1-10-6 0-4-33-1-30-4-112-8-82-4-30-9-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.79 0.13 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 -0.05 0.20 (loc) 6 6 5 6 l/defl >929 >530 n/a >314 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=184(LC 12) Max Uplift 4=-127(LC 12), 2=-159(LC 12) Max Grav 4=198(LC 17), 2=278(LC 17), 5=36(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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=127, 2=159. November 12,2021 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 2981843-PSLP-CIALINI Truss D1 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T25943196 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NMJTMlBPjhZ6R1nzaFDjnT?LFXAU9jKS1eVakyyKcF6 Scale = 1:62.2 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 4x6 ST1.5x8 STP ST1.5x8 STP 2x4 6x8 3x6 5x6 5x6 3x4 3x4 3x8 2x4 3x8 3x6 2x4 7-6-0 7-6-0 15-6-0 8-0-0 19-2-8 3-8-8 -1-0-0 1-0-0 4-8-0 4-8-0 7-6-0 2-10-0 11-10-8 4-4-8 12-2-3 0-3-11 15-6-0 3-3-13 19-2-8 3-8-8 0-4-39-10-39-7-86.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [9:Edge,0-4-0], [10:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.63 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.88 0.01 0.53 (loc) 10-12 10-12 9 12 l/defl >443 >255 n/a >425 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-12,6-13: 2x4 SP No.2, 7-10: 2x4 SP M 31 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)9=0-2-14, 2=0-7-10 Max Horz 2=553(LC 12) Max Uplift 9=-398(LC 12), 2=-264(LC 12) Max Grav 9=1197(LC 18), 2=1062(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1429/208, 3-5=-1045/8, 5-6=-868/85, 6-7=-434/0 BOT CHORD 2-12=-776/1433, 10-12=-407/877, 9-10=-352/779 WEBS 5-12=0/344, 6-13=-383/216, 10-13=-250/1268, 7-13=-238/1288, 7-9=-1870/843, 3-12=-694/479 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 19-0-12 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-13 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=398, 2=264. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 12,2021 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 2981843-PSLP-CIALINI Truss D2 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T25943197 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-nx?c?mDH0cxhIUWYFNmQP6dr6kCBM1OujcjELHyKcF3 Scale = 1:57.3 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 175x8 WB ST1.5x8 STP ST1.5x8 STP 4x6 2x4 6x8 3x6 5x8 5x6 3x4 3x4 3x8 2x4 3x8 3x6 2x4 3x4 7-6-0 7-6-0 15-6-0 8-0-0 19-2-8 3-8-8 -1-0-0 1-0-0 4-8-0 4-8-0 7-6-0 2-10-0 11-10-8 4-4-8 12-2-3 0-3-11 15-6-0 3-3-13 17-0-1 1-6-1 19-2-8 2-2-7 0-4-38-10-36.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [10:Edge,0-4-0], [11:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.63 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.88 0.01 0.53 (loc) 11-13 11-13 10 13 l/defl >442 >254 n/a >424 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP M 31, 1-4: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-13,6-14: 2x4 SP No.2, 7-11: 2x4 SP M 31 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. WEBS 1 Row at midpt 10-15 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)10=0-2-14, 2=0-7-10 Max Horz 2=499(LC 12) Max Uplift 10=-372(LC 12), 2=-290(LC 12) Max Grav 10=1154(LC 18), 2=1069(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1453/228, 3-5=-1061/51, 5-6=-883/142, 6-7=-441/0 BOT CHORD 2-13=-678/1438, 11-13=-390/871, 10-11=-336/772 WEBS 5-13=0/347, 6-14=-386/213, 11-14=-210/1272, 7-14=-199/1291, 7-15=-1902/835, 10-15=-1828/788, 3-13=-708/430 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 17-0-1, Exterior(2E) 17-0-1 to 19-0-12 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=372, 2=290. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 12,2021 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 2981843-PSLP-CIALINI Truss D3 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T25943198 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kJ7MPSFYYDBPXogxNopuUXi9rYtAqx_BBwCLQAyKcF1 Scale = 1:53.3 1 2 3 4 5 6 7 8 9 13 12 11 10 15 14 16 5x8 WB ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x8 3x6 5x6 5x6 3x4 3x4 3x8 5x6 3x6 6x8 2x4 7-6-0 7-6-0 15-6-0 8-0-0 19-2-8 3-8-8 -1-0-0 1-0-0 4-8-0 4-8-0 7-6-0 2-10-0 11-10-8 4-4-8 12-2-3 0-3-11 15-0-1 2-9-14 15-6-0 0-5-15 19-2-8 3-8-8 0-4-37-10-36.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [7:0-3-4,0-2-0], [11:0-2-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.60 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.88 0.01 0.53 (loc) 11-13 11-13 10 13 l/defl >447 >257 n/a >423 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-13,6-14: 2x4 SP No.2, 8-11: 2x4 SP No.1 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 9-11 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)10=0-2-14, 2=0-7-10 Max Horz 2=445(LC 12) Max Uplift 10=-349(LC 12), 2=-313(LC 12) Max Grav 10=1117(LC 18), 2=1071(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1447/290, 3-5=-1069/134, 5-6=-898/239, 6-7=-440/44, 9-10=-1576/751, 7-8=-476/165, 8-9=-778/351 BOT CHORD 2-13=-710/1411, 11-13=-405/867 WEBS 5-13=0/342, 6-15=-430/251, 14-15=-381/233, 11-14=-373/482, 8-14=-886/688, 3-13=-679/418, 9-11=-824/1829, 7-15=-214/587 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 15-0-1, Exterior(2E) 15-0-1 to 19-0-12 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-15, 14-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=349, 2=313. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 12,2021 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 2981843-PSLP-CIALINI Truss D4 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T25943199 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-giE7q8Go3qR7m6qJUDrMZynX2LU0IqaUeEhSU3yKcF? Scale = 1:45.8 1 2 3 4 5 6 7 8 12 11 10 9 14 13 15 16 4x4 ST1.5x8 STP ST1.5x8 STP 4x6 3x8 3x6 5x6 5x6 3x6 3x4 3x8 3x6 2x4 6x8 2x4 2x4 7-6-0 7-6-0 15-6-0 8-0-0 19-2-8 3-8-8 -1-0-0 1-0-0 4-8-0 4-8-0 7-6-0 2-10-0 11-10-8 4-4-8 12-2-3 0-3-11 13-0-1 0-9-14 15-6-0 2-5-15 19-2-8 3-8-8 0-4-36-10-36.00 12 Plate Offsets (X,Y)-- [2:0-9-12,0-2-1], [10:0-3-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.96 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.80 0.02 0.49 (loc) 10-12 10-12 9 2-12 l/defl >490 >281 n/a >460 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-6: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 9-11: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-12,5-13,7-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS. (size)9=0-2-14, 2=0-7-10 Max Horz 2=392(LC 12) Max Uplift 9=-329(LC 12), 2=-332(LC 12) Max Grav 9=1085(LC 18), 2=1069(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1607/471, 3-4=-1186/272, 4-5=-948/337, 5-6=-345/48, 8-9=-1542/752, 6-7=-320/86, 7-8=-855/397 BOT CHORD 2-12=-819/1539, 10-12=-437/924 WEBS 4-12=0/459, 5-14=-629/340, 13-14=-604/351, 10-13=-379/463, 7-13=-384/452, 3-12=-767/477, 8-10=-831/1791 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 13-0-1, Exterior(2E) 13-0-1 to 19-0-12 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-14, 13-14 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=329, 2=332. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. November 12,2021 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 2981843-PSLP-CIALINI Truss D5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25943200 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-4HwFT9IgMlpidZYu9MO3BaP1tZbvVJiwLCw64NyKcEy Scale = 1:41.7 1 2 3 4 5 9 8 7 6 10 11 12 13 14 3x4 ST1.5x8 STP ST1.5x8 STP 6x8 3x4 3x6 3x4 2x4 3x4 5x8 5-9-4 5-9-4 11-0-0 5-2-12 19-2-8 8-2-8 -1-0-0 1-0-0 5-9-4 5-9-4 11-0-0 5-2-12 19-2-8 8-2-8 0-4-35-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-5-8,0-2-4], [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 0.78 0.63 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.26 0.03 0.05 (loc) 6-7 6-7 6 2-9 l/defl >999 >851 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 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 4-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-13 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (size)6=0-2-14, 2=0-7-10 Max Horz 2=336(LC 12) Max Uplift 6=-370(LC 12), 2=-387(LC 12) Max Grav 6=840(LC 17), 2=957(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1430/706, 3-4=-913/480, 5-6=-215/269 BOT CHORD 2-9=-925/1295, 7-9=-925/1295, 6-7=-523/806 WEBS 3-7=-574/462, 4-7=-135/574, 4-6=-937/603 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 19-0-12 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=370, 2=387. November 12,2021 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 2981843-PSLP-CIALINI Truss D6 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25943201 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-0g20trKxuN3QttiHHmRXG?UMtMHfz6ADoWPD9GyKcEw Scale = 1:39.0 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 4x4 ST1.5x8 STP ST1.5x8 STP 3x6 3x8 4x6 6x8 2x4 3x4 4x6 4x6 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 9-0-0 9-0-0 14-1-4 5-1-4 19-2-8 5-1-4 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 14-1-4 5-1-4 19-2-8 5-1-4 0-4-34-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [7:Edge,0-3-8], [10:0-4-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.54 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.25 0.02 (loc) 2-10 2-10 7 l/defl >999 >911 n/a L/d 240 240 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 7-9: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)7=0-2-14, 2=0-7-10 Max Horz 2=285(LC 21) Max Uplift 7=-1454(LC 8), 2=-1028(LC 8) Max Grav 7=2297(LC 25), 2=1725(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2979/1759, 3-4=-2715/1617, 4-5=-2434/1510, 5-6=-1820/1158, 6-7=-1719/1126 BOT CHORD 2-10=-1732/2681, 8-10=-1158/1820 WEBS 3-10=-347/299, 4-10=-525/966, 5-10=-475/826, 5-8=-821/570, 6-8=-1537/2418 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 at joint(s) 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1454, 2=1028. 8) 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 7-0-12 from the left end to 19-0-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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: 1-4=-54, 4-6=-54, 2-7=-20 Concentrated Loads (lb) Vert: 7=-299(B) 10=-290(B) 11=-670(B) 12=-290(B) 13=-290(B) 14=-290(B) 15=-290(B) November 12,2021 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 2981843-PSLP-CIALINI Truss EJ1 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T25943202 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-z29mIXMBQ_J76AsfOBT?LQau6A5PRCaWFquKD9yKcEu Scale: 1.5"=1' 1 2 3 4 2x4 ST1.5x8 STP 2x4 2x4 1-4-4 1-4-4 -1-0-0 1-0-0 1-4-4 1-4-4 0-4-31-0-56.00 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 0.12 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 1-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=1-4-4, 4=1-4-4, 2=1-4-4 Max Horz 2=72(LC 12) Max Uplift 4=-8(LC 9), 2=-123(LC 12) Max Grav 4=29(LC 17), 4=22(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=123. November 12,2021 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 2981843-PSLP-CIALINI Truss EJ4 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T25943203 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RFj8WtMpBIS_kKRsyv_Eue6_JaPCAfpfUUetlbyKcEt Scale = 1:15.0 1 2 3 4 3x4 ST1.5x8 STP 4-2-0 4-2-0 -1-0-0 1-0-0 4-2-0 4-2-0 0-4-32-5-22-0-82-5-26.00 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 0.41 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 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=150(LC 12) Max Uplift 3=-97(LC 12), 2=-152(LC 12) Max Grav 3=116(LC 17), 2=231(LC 17), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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=152. November 12,2021 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 2981843-PSLP-CIALINI Truss EJ5 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T25943204 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NdrvxZO3jviizeaE4K0iz3CGeN2EeZJyyo7_qTyKcEr Scale = 1:17.0 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. November 12,2021 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 2981843-PSLP-CIALINI Truss EJ6 Truss Type Jack-Open Qty 14 Ply 1 Job Reference (optional) T25943205 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-J0zfLEPKFWyQDykdBl3A2UHbnBkC6TpFP6c5uMyKcEp Scale = 1:19.8 1 2 3 43x4 ST1.5x8 STP 5-3-0 5-3-0 -1-0-0 1-0-0 5-3-0 5-3-0 0-4-32-11-112-7-02-11-116.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-4] 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 0.77 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >866 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 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=179(LC 12) Max Uplift 3=-133(LC 12), 2=-160(LC 12) Max Grav 3=155(LC 17), 2=270(LC 17), 4=97(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=133, 2=160. November 12,2021 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 2981843-PSLP-CIALINI Truss EJ7 Truss Type Jack-Open Qty 7 Ply 1 Job Reference (optional) T25943206 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-CnCABcSqIlSshZ2OQa76DKSFwo_S2HorKjaI17yKcEl Scale = 1:25.5 1 2 5 3 43x8 ST1.5x8 STP 7-3-0 7-3-0 -1-0-0 1-0-0 7-3-0 7-3-0 0-4-33-11-113-7-03-11-116.00 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 0.88 0.79 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.21 -0.00 0.18 (loc) 2-4 2-4 3 2-4 l/defl >880 >391 n/a >451 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=233(LC 12) Max Uplift 3=-171(LC 12), 2=-177(LC 12) Max Grav 3=209(LC 17), 2=345(LC 17), 4=125(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 7-2-4 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) 3=171, 2=177. November 12,2021 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 2981843-PSLP-CIALINI Truss EJ41 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T25943207 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-vRHXjDNRybarLU02WcVTRrfCf_jtv63pj8NRI1yKcEs Scale = 1:15.0 1 2 34 3x4 ST1.5x8 STP 2x4 2x4 HTU26 4-2-0 4-2-0 4-2-0 4-2-0 0-4-32-5-26.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 1-3 1-3 1-3 l/defl >999 >999 n/a >999 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 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-7-10, 3=Mechanical Max Horz 1=105(LC 8) Max Uplift 1=-97(LC 8), 3=-157(LC 8) Max Grav 1=250(LC 1), 3=270(LC 25) 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) 1 except (jt=lb) 3=157. 7) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-2-12 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 8) Fill all nail holes where hanger is in contact with lumber. 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, 1-3=-20 Concentrated Loads (lb) Vert: 4=-234(B) November 12,2021 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 2981843-PSLP-CIALINI Truss EJ71 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25943208 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-8AKwcIU4qMiZxtCnY?AaIlXarcgJWBI8n13P60yKcEj Scale = 1:26.4 1 2 3 4 5 5x6 ST1.5x8 STP 3x8 3x6 3-9-0 3-9-0 7-3-0 3-6-0 -1-0-0 1-0-0 7-0-0 7-0-0 7-3-0 0-3-0 0-4-33-10-33-7-123-7-03-10-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:Edge,0-1-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.76 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.21 -0.04 0.18 (loc) 2-5 2-5 4 2-5 l/defl >882 >394 n/a >467 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 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 9-8-4 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=226(LC 12) Max Uplift 4=-170(LC 12), 2=-182(LC 12) Max Grav 4=211(LC 17), 2=348(LC 17), 5=125(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 7-3-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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=170, 2=182. November 12,2021 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 2981843-PSLP-CIALINI Truss EJ73 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25943209 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-4YSh1zWLM_yHAAL9fQC2NAc3jPU3_42RFLYWAuyKcEh Scale = 1:21.0 1 2 3 4 6 5 2x4 ST1.5x8 STP 3x4 2x4 2x4 5x8 Special NAILED Special NAILED 5-0-0 5-0-0 7-3-0 2-3-0 -1-0-0 1-0-0 5-0-0 5-0-0 7-3-0 2-3-0 0-4-32-10-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.23 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.02 (loc) 2-6 2-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-7-10 Max Horz 2=175(LC 8) Max Uplift 5=-309(LC 8), 2=-243(LC 8) Max Grav 5=556(LC 25), 2=416(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-388/138 BOT CHORD 2-6=-173/318, 5-6=-169/329 WEBS 3-6=0/293, 3-5=-515/264 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) 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) 5=309, 2=243. 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) 328 lb down and 336 lb up at 5-0-0 on top chord, and 114 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 4=-86(F) 5=-36(F) 6=-70(F) 3=-137(F) November 12,2021 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 2981843-PSLP-CIALINI Truss EJ74 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T25943210 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1xZRSfXbubC?PUVYmrEWSbiFlD1gS?Hjif1dFnyKcEf Scale = 1:25.5 1 2 3 6 7 4 5 3x6 ST1.5x8 STP 2x4 5x6 2-8-6 2-8-6 7-3-0 4-6-10 -1-0-0 1-0-0 2-8-6 2-8-6 7-3-0 4-6-10 0-4-33-11-112-11-113-7-01-0-06.00 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 0.93 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.24 -0.15 0.33 (loc) 6 6 5 6 l/defl >676 >341 n/a >248 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, 3-5: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied. 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=233(LC 12) Max Uplift 4=-144(LC 12), 2=-173(LC 12), 5=-16(LC 12) Max Grav 4=187(LC 17), 2=353(LC 17), 5=126(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 7-2-4 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) 5 except (jt=lb) 4=144, 2=173. November 12,2021 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 2981843-PSLP-CIALINI Truss EJ75 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25943211 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zKhBtLZrQCTjfofwuGH_X0ni21iDwuK0AzWjKfyKcEd Scale = 1:25.5 1 2 3 8 7 6 5 9 4 3x6 ST1.5x8 STP 2x4 3x4 4x6 4x6 2x4 2-8-6 2-8-6 6-0-0 3-3-10 7-2-15 1-2-15 7-3-0 0-0-1 -1-0-0 1-0-0 6-0-0 6-0-0 7-3-0 1-3-0 0-4-33-11-112-11-113-7-01-0-06.00 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 0.49 0.79 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.07 (loc) 2-8 2-8 5 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-8: 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 10-0-0 oc bracing. Except: 6-0-0 oc bracing: 3-6 REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=233(LC 12) Max Uplift 4=-14(LC 12), 2=-173(LC 12), 5=-142(LC 12) Max Grav 4=58(LC 3), 2=342(LC 17), 5=261(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 3-6=-154/398 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 7-2-4 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) 4 except (jt=lb) 2=173, 5=142. November 12,2021 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 2981843-PSLP-CIALINI Truss EJ76 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T25943212 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-vipyH1a6yqjRu5pJ?hJSdRs5SqY9OleJdH?qOYyKcEb Scale = 1:25.3 1 2 3 6 5 7 4 5x6 ST1.5x8 STP 5x6 3x4 3x4 3-7-10 3-7-10 7-3-0 3-7-6 -1-0-0 1-0-0 3-7-10 3-7-10 7-3-0 3-7-6 0-4-33-11-113-2-113-7-00-9-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-4-7,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 0.31 0.19 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.01 0.02 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=231(LC 12) Max Uplift 4=-81(LC 12), 2=-175(LC 12), 5=-82(LC 12) Max Grav 4=94(LC 17), 2=346(LC 17), 5=200(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-569/527 BOT CHORD 2-6=-788/610, 5-6=-741/552 WEBS 3-5=-583/783 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 7-2-4 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=175. November 12,2021 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 2981843-PSLP-CIALINI Truss EJ77 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T25943213 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-oT2T7Odc?2DsNj64EWNOnH1fMRmdKcGvYvz2XJyKcEX 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. November 12,2021 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 2981843-PSLP-CIALINI Truss G1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943214 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ksADY4fsXgTac0GTMxQssi65FFWdoVoC?DS8cCyKcEV Scale = 1:29.5 1 2 3 4 5 7 6 3x6 ST1.5x8 STP ST1.5x8 STP 2x4 2x4 4x4 2x4 3x6 3x4 5-4-8 5-4-8 7-9-4 2-4-12 3-10-10 3-10-10 5-4-8 1-5-14 7-9-4 2-4-12 3-0-72-8-153-10-143-0-76.00 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 0.41 0.50 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 -0.00 -0.00 (loc) 6-7 6-7 6 6-7 l/defl >816 >409 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. REACTIONS. (size)7=0-7-10, 6=0-7-10 Max Horz 7=59(LC 12) Max Uplift 7=-111(LC 8), 6=-158(LC 12) Max Grav 7=277(LC 1), 6=285(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-336/209 WEBS 2-7=-192/281, 2-6=-224/424 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 5-4-15, Interior(1) 5-4-15 to 7-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=111, 6=158. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 12,2021 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 2981843-PSLP-CIALINI Truss G2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25943215 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-gFIzzmg73HjIrKQrTMSKx7BRA3BxGOrUTXxFg4yKcET Scale = 1:29.5 1 2 3 5 4 3x6 ST1.5x8 STP ST1.5x8 STP 2x4 4x4 2x4 5x6 3-4-8 3-4-8 7-9-4 4-4-12 3-4-8 3-4-8 7-9-4 4-4-12 2-0-74-2-132-0-76.00 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 0.39 0.51 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 -0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >815 >408 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing. REACTIONS. (size)5=0-7-10, 4=0-7-10 Max Horz 5=113(LC 12) Max Uplift 5=-89(LC 12), 4=-174(LC 12) Max Grav 5=277(LC 1), 4=311(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-130/260 BOT CHORD 4-5=-496/314 WEBS 2-4=-313/519, 2-5=-254/308 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 3-4-8, Interior(1) 3-4-8 to 7-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=174. November 12,2021 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 2981843-PSLP-CIALINI Truss G3 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T25943216 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-cdQkOSiNbuz05eaEbnUo1YHmMsppkIunwqQMlzyKcER Scale = 1:32.6 1 2 3 4 5 6 7 8 9 10 3x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 5x8 2x4 2x4 9-0-10 9-0-10 18-1-4 9-0-10 4-9-9 4-9-9 9-0-10 4-3-1 13-3-11 4-3-1 18-1-4 4-9-9 0-4-34-10-80-4-36.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge], [5:0-2-0,Edge], [6:0-4-0,0-3-0] 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 0.41 0.74 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.03 0.06 (loc) 5-6 5-6 5 5-6 l/defl >999 >912 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 5-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. REACTIONS. (size)1=0-7-10, 5=0-7-10 Max Horz 1=-198(LC 10) Max Uplift 1=-308(LC 12), 5=-308(LC 12) Max Grav 1=646(LC 1), 5=646(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1055/940, 2-3=-802/710, 3-4=-802/710, 4-5=-1055/940 BOT CHORD 1-6=-765/977, 5-6=-740/902 WEBS 3-6=-336/482, 4-6=-354/467, 2-6=-353/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 9-0-10, Exterior(2R) 9-0-10 to 15-0-10, Interior(1) 15-0-10 to 17-9-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=308, 5=308. November 12,2021 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 2981843-PSLP-CIALINI Truss G4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25943217 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-5qz6boj?MC5tin9Q9V?1Zlpy7GCyTlvx9U9vHPyKcEQ Scale = 1:32.4 1 2 3 4 5 6 8 7 9 10 3x4 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 3x4 5x6 3x4 2x4 2x4 8-2-0 8-2-0 9-11-4 1-9-4 18-1-4 8-2-0 4-4-4 4-4-4 8-2-0 3-9-12 9-11-4 1-9-4 13-9-0 3-9-12 18-1-4 4-4-4 0-4-34-5-20-4-34-5-26.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge], [6:0-2-0,Edge], [7:0-3-0,0-3-0] 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 0.34 0.56 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.03 -0.06 (loc) 6-7 6-7 6 1-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 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 5-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. REACTIONS. (size)1=0-7-10, 6=0-7-10 Max Horz 1=179(LC 11) Max Uplift 1=-308(LC 12), 6=-308(LC 12) Max Grav 1=646(LC 1), 6=646(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1069/882, 2-3=-839/687, 3-4=-707/667, 4-5=-839/687, 5-6=-1069/882 BOT CHORD 1-8=-709/984, 7-8=-364/707, 6-7=-689/916 WEBS 2-8=-332/394, 5-7=-333/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 8-2-0, Exterior(2E) 8-2-0 to 17-9-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=308, 6=308. November 12,2021 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 2981843-PSLP-CIALINI Truss G5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25943218 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Z0XUp7kd7WDkKxjdiCXG6zM33gZGCDp4O8vTpsyKcEP Scale = 1:32.9 1 2 3 4 5 8 7 6 9 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x6 2x4 2x4 6-2-0 6-2-0 11-11-4 5-9-4 18-1-4 6-2-0 -1-0-0 1-0-0 6-2-0 6-2-0 11-11-4 5-9-4 18-1-4 6-2-0 0-4-33-5-20-4-33-5-26.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.49 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.22 0.02 -0.20 (loc) 5-6 5-6 5 2-8 l/defl >999 >955 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 67 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 4-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. REACTIONS. (size)5=0-7-10, 2=0-7-10 Max Horz 2=149(LC 11) Max Uplift 5=-304(LC 12), 2=-409(LC 12) Max Grav 5=644(LC 1), 2=720(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1034/797, 3-4=-853/809, 4-5=-1033/795 BOT CHORD 2-8=-565/847, 6-8=-563/853, 5-6=-565/847 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 6-2-0, Exterior(2E) 6-2-0 to 17-9-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) 5=304, 2=409. November 12,2021 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 2981843-PSLP-CIALINI Truss G6 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25943219 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:52:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1C5s0TkGupLby5IpGv2VeAvGQ4u?xcIEcoe0LIyKcEO Scale = 1:32.9 1 2 3 4 5 6 9 8 7 10 11 12 13 14 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x8 3x8 2x4 7x10 2x4 2x4 NAILED NAILED NAILED NAILED HTU26 NAILED NAILED NAILED NAILED 4-2-0 4-2-0 9-0-10 4-10-10 13-11-4 4-10-10 18-1-4 4-2-0 -1-0-0 1-0-0 4-2-0 4-2-0 9-0-10 4-10-10 13-11-4 4-10-10 18-1-4 4-2-0 0-4-32-5-20-4-32-5-26.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-6-0,0-2-8], [5:0-6-0,0-2-8], [6:0-2-10,0-1-8], [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 0.48 0.52 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.03 0.12 (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: 94 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. REACTIONS. (size)6=0-7-10, 2=0-7-10 Max Horz 2=105(LC 24) Max Uplift 6=-495(LC 8), 2=-570(LC 8) Max Grav 6=916(LC 30), 2=939(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1639/873, 3-4=-2180/1289, 4-5=-2180/1289, 5-6=-1696/936 BOT CHORD 2-9=-715/1414, 8-9=-718/1429, 7-8=-761/1463, 6-7=-765/1452 WEBS 3-8=-555/881, 4-8=-356/347, 5-8=-493/819, 5-7=0/290 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) 6=495, 2=570. 8) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 7-6-0 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=-46(F) 8=-18(F) 4=-36(F) 7=-26(F) 10=-36(F) 11=-36(F) 12=-238(F) 13=-18(F) 14=-18(F) November 12,2021 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 2981843-PSLP-CIALINI Truss HJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25943220 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:53:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-oZ9APeSG_xnDX9J9DocLXcrM6s3XGM5vBURewNyKcDT Scale = 1:14.8 1 2 5 6 3 7 8 4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-9-15 5-9-15 -1-5-0 1-5-0 5-9-15 5-9-15 0-4-32-4-144.24 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 0.51 0.41 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >624 n/a **** 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-15 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=149(LC 8) Max Uplift 3=-132(LC 8), 2=-249(LC 8) Max Grav 3=141(LC 28), 2=275(LC 1), 4=109(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=132, 2=249. 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) November 12,2021 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 2981843-PSLP-CIALINI Truss HJ5 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T25943221 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-DPNkbUhpH5JNwEr?O?y1Lqgk9wsqyP2snbHidDyKcD9 Scale = 1:17.5 1 2 5 6 3 7 8 4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-2 7-0-2 -1-5-0 1-5-0 7-0-2 7-0-2 0-4-32-9-140-4-42-5-102-9-144.24 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 0.63 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 -0.00 -0.08 (loc) 2-4 2-4 3 2-4 l/defl >971 >468 n/a >940 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=171(LC 8) Max Uplift 3=-146(LC 8), 2=-264(LC 8) Max Grav 3=174(LC 28), 2=315(LC 1), 4=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=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=146, 2=264. 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) November 12,2021 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 2981843-PSLP-CIALINI Truss HJ7 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25943222 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-9oUU0Aj3piZ5AY?NWQ?VQFl6BjZfPED9Evmoi5yKcD7 Scale = 1:22.8 1 2 3 7 6 5 8 9 10 4 11 12 13 3x4 2x4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-1-9 5-1-9 9-10-1 4-8-7 -1-5-0 1-5-0 5-1-9 5-1-9 9-10-1 4-8-7 0-4-33-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.41 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 -0.03 (loc) 6-7 6-7 6 2-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=225(LC 24) Max Uplift 4=-134(LC 8), 2=-331(LC 8), 6=-135(LC 8) Max Grav 4=144(LC 28), 2=444(LC 1), 6=319(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-746/277 BOT CHORD 2-7=-385/651, 6-7=-385/651 WEBS 3-7=0/270, 3-6=-703/416 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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) November 12,2021 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 2981843-PSLP-CIALINI Truss HJ8 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T25943223 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-5AcFRslKLJppPs8mdr1zWgrRWX9jtD2RiDFvm_yKcD5 Scale = 1:19.7 1 2 5 6 7 8 3 9 10 11 12 13 43x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 8-0-13 8-0-8 -1-5-0 1-5-0 4-3-0 4-3-0 8-0-13 3-9-14 0-4-33-2-62-10-23-2-64.24 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 0.54 0.82 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.38 -0.00 (loc) 2-4 2-4 3 l/defl >352 >243 n/a L/d 240 240 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-1, 4=Mechanical Max Horz 2=191(LC 8) Max Uplift 3=-277(LC 8), 2=-337(LC 8) Max Grav 3=333(LC 28), 2=447(LC 1), 4=183(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=277, 2=337. 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=22(B) 7=-86(F) 8=-51(B) 10=-62(F) 13=-23(B) November 12,2021 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 2981843-PSLP-CIALINI Truss HJ32 Truss Type Jack-Open Girder Qty 2 Ply 1 Job Reference (optional) T25943224 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:53:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-55VXAcwgMQETFPyheZp1lK0u_77zyTCR3enJNwyKcE9 Scale = 1:10.3 1 2 5 3 6 4 2x4 ST1.5x8 STP NAILED NAILED NAILED NAILED 3-2-2 3-2-2 -1-5-0 1-5-0 3-2-2 3-2-2 0-4-81-6-04.24 12 Plate Offsets (X,Y)-- [2:0-1-13,0-0-6] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.11 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: 12 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 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-4-9, 4=Mechanical Max Horz 2=98(LC 8) Max Uplift 3=-44(LC 8), 2=-192(LC 8) Max Grav 3=77(LC 26), 2=219(LC 1), 4=58(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) 3 except (jt=lb) 2=192. 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 November 12,2021 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 2981843-PSLP-CIALINI Truss K1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25943225 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1Zk?sXmatx3Xe9I8lG3Rb5wrvKsuL_Gk9Xk0rtyKcD3 Scale = 1:26.6 1 2 3 4 5 6 7 10 9 81112 13 4x4 ST1.5x8 STP ST1.5x8 STP 3x8 3x8 6x8 3x4 2x4 3x4 2x4 HTU26 HTU26 HTU26 HTU26 3-5-4 3-5-4 6-4-0 2-10-12 9-2-12 2-10-12 12-8-0 3-5-4 -1-0-0 1-0-0 3-5-4 3-5-4 6-4-0 2-10-12 9-2-12 2-10-12 12-8-0 3-5-4 13-8-0 1-0-0 0-4-33-6-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-2-10,0-1-8], [9:0-4-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.71 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.03 0.07 (loc) 9-10 9-10 6 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=-159(LC 23) Max Uplift 2=-1216(LC 8), 6=-1726(LC 8) Max Grav 2=2180(LC 1), 6=3342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4177/2195, 3-4=-3730/1994, 4-5=-3731/1995, 5-6=-5208/2593 BOT CHORD 2-10=-1833/3634, 9-10=-1833/3634, 8-9=-2192/4566, 6-8=-2192/4566 WEBS 4-9=-1635/3116, 5-9=-1454/673, 5-8=-565/1371, 3-9=-425/258, 3-10=-184/377 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1216, 6=1726. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 5-3-12 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 7-3-12 from the left end to 11-3-12 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 November 12,2021 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 2981843-PSLP-CIALINI Truss K1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T25943225 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:18 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1Zk?sXmatx3Xe9I8lG3Rb5wrvKsuL_Gk9Xk0rtyKcD3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 8=-971(B) 11=-1577(B) 12=-971(B) 13=-971(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 2981843-PSLP-CIALINI Truss K2 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T25943226 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-_xslHDoqOYJFuTSXsh6vgW?4u8bap0M1drD7vlyKcD1 Scale = 1:26.2 1 2 3 4 5 6 7 8 4x6 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 2x4 6-4-0 6-4-0 12-8-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-4-33-6-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.51 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.01 0.07 (loc) 4-6 4-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 48 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. REACTIONS. (size)2=0-7-10, 4=0-7-10 Max Horz 2=-159(LC 10) Max Uplift 2=-309(LC 12), 4=-309(LC 12) Max Grav 2=516(LC 1), 4=516(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-610/602, 3-4=-610/602 BOT CHORD 2-6=-311/486, 4-6=-311/486 WEBS 3-6=-29/283 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 6-4-0, Exterior(2R) 6-4-0 to 12-4-3, Interior(1) 12-4-3 to 13-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=309, 4=309. November 12,2021 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 2981843-PSLP-CIALINI Truss K3 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25943227 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-S8P8UZoS9sR6Wd1jQOd8DkYMlYzkYTZArVygRByKcD0 Scale = 1:24.5 1 2 3 4 5 6 8 7 9 10 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 3x4 2x4 2x4 Special NAILED Special Special NAILED Special 5-0-0 5-0-0 7-8-0 2-8-0 12-8-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 7-8-0 2-8-0 12-8-0 5-0-0 13-8-0 1-0-0 0-4-32-10-30-4-32-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.38 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 0.02 (loc) 2-8 2-8 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. REACTIONS. (size)2=0-7-10, 5=0-7-10 Max Horz 2=-131(LC 23) Max Uplift 2=-475(LC 8), 5=-475(LC 8) Max Grav 2=813(LC 29), 5=813(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1235/620, 3-4=-1037/594, 4-5=-1235/620 BOT CHORD 2-8=-494/1074, 7-8=-487/1082, 5-7=-490/1071 WEBS 3-8=0/290, 4-7=0/290 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=475, 5=475. 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) 328 lb down and 336 lb up at 5-0-0, and 328 lb down and 336 lb up at 7-8-0 on top chord, and 114 lb down at 5-0-0, and 114 lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-137(F) 4=-137(F) 8=-70(F) 7=-70(F) 9=-61(F) 10=-26(F) November 12,2021 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 2981843-PSLP-CIALINI Truss L1 Truss Type Monopitch Qty 6 Ply 1 Job Reference (optional) T25943228 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-wKzWivp4w9Zz7ncw_68Nlx5UByFLHvgK49iE_eyKcD? Scale: 3/8"=1' 1 2 3 4 5 6 7 2x4 ST1.5x8 STP 6x8 3x8 2x4 9-0-0 9-0-0 -1-0-0 1-0-0 4-7-8 4-7-8 9-0-0 4-4-8 0-4-34-10-36.00 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 0.47 0.61 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 -0.01 -0.02 (loc) 2-5 2-5 5 2-5 l/defl >649 >323 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-7-10 Max Horz 2=277(LC 12) Max Uplift 5=-204(LC 12), 2=-193(LC 12) Max Grav 5=368(LC 17), 2=409(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-357/244 BOT CHORD 2-5=-556/365 WEBS 3-5=-389/616 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 8-10-4 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) 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=204, 2=193. November 12,2021 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 2981843-PSLP-CIALINI Truss L2 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T25943229 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-OWXuvFqjhThplwB6YpfcI9ddzLd40KsTJpRnW4yKcD_ Scale = 1:27.7 1 2 3 4 6 5 4x6 ST1.5x8 STP 3x6 3x4 3x4 3x4 Special Special 7-0-0 7-0-0 9-0-0 2-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 9-0-0 2-0-0 0-4-33-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.45 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 0.00 0.07 (loc) 2-6 2-6 5 2-6 l/defl >999 >809 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-7-10 Max Horz 2=229(LC 8) Max Uplift 5=-432(LC 8), 2=-283(LC 8) Max Grav 5=739(LC 25), 2=519(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-504/177, 3-4=-398/219, 4-5=-795/438 BOT CHORD 2-6=-234/409 WEBS 3-6=-300/352, 4-6=-504/919 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) 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) 5=432, 2=283. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 346 lb down and 364 lb up at 7-0-0 on top chord, and 335 lb down and 152 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-157(F) 6=-321(F) November 12,2021 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 2981843-PSLP-CIALINI Truss N1 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T25943230 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sj5G6brLSnpgN4mI5XArqMAt?l1Klr3dYSBK1WyKcCz Scale = 1:17.8 1 2 3 4 5 4x4 ST1.5x8 STP 3x6 3x6 2x4 3-8-10 3-8-10 7-5-4 3-8-10 -1-0-0 1-0-0 3-8-10 3-8-10 7-5-4 3-8-10 0-4-32-2-80-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.20 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10 Max Horz 2=96(LC 11) Max Uplift 4=-114(LC 12), 2=-232(LC 12) Max Grav 4=254(LC 1), 2=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-365/428, 3-4=-361/437 BOT CHORD 2-5=-274/269, 4-5=-274/269 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) 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) 4=114, 2=232. November 12,2021 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 2981843-PSLP-CIALINI Truss N2 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T25943231 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sj5G6brLSnpgN4mI5XArqMAsul14lqIdYSBK1WyKcCz Scale = 1:17.7 1 2 3 4 5 6 4x4 3x6 3x6 2x4 7-5-4 7-5-4 -1-0-0 1-0-0 3-8-10 3-8-10 7-5-4 3-8-10 8-5-4 1-0-0 0-4-32-2-80-4-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [4:0-6-0,0-0-6] 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 0.33 0.21 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 30 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)2=7-5-4, 4=7-5-4, 6=7-5-4 Max Horz 2=-102(LC 10) Max Uplift 2=-166(LC 12), 4=-166(LC 12), 6=-78(LC 12) Max Grav 2=189(LC 17), 4=203(LC 18), 6=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-185/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=166, 4=166. November 12,2021 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 2981843-PSLP-CIALINI Truss P1 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25943232 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KvfeKxszD4xX_EKUfEh4Nai2x9LpUIAmm6wuazyKcCy Scale = 1:17.4 1 2 3 4 5 6 7 8 9 10 4x4 ST1.5x8 STP ST1.5x8 STP 2x4 2x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-2-14 3-2-14 6-5-11 3-2-14 -1-5-0 1-5-0 3-2-14 3-2-14 6-5-11 3-2-14 7-10-11 1-5-0 0-4-81-6-40-4-84.24 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 0.24 0.31 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-4-9, 4=0-4-9 Max Horz 2=-61(LC 6) Max Uplift 2=-228(LC 8), 4=-228(LC 8) Max Grav 2=387(LC 29), 4=387(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-676/125, 3-4=-676/124 BOT CHORD 2-6=-120/678, 4-6=-120/678 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=228, 4=228. 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, 2-4=-20 Concentrated Loads (lb) Vert: 3=-2(F=-1, B=-1) 6=-18(F=-9, B=-9) November 12,2021 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 2981843-PSLP-CIALINI Truss V1 Truss Type Valley Qty 5 Ply 1 Job Reference (optional) T25943233 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-o5D1XGsb_O3OcOvhDxDJwnFGdZlNDlWw?mgR6PyKcCx Scale = 1:8.2 1 2 3 2x4 2x4 2x4 2-2-0 2-2-0 0-0-41-1-06.00 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-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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-1-8, 3=2-1-8 Max Horz 1=38(LC 12) Max Uplift 1=-15(LC 12), 3=-34(LC 12) Max Grav 1=54(LC 17), 3=61(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. November 12,2021 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 2981843-PSLP-CIALINI Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T25943234 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-HInPlctDliBFEYUtnfkYS?oOaz3vyBm3EQP_eryKcCw Scale = 1:11.6 1 2 3 2x4 2x4 2x4 3-6-0 3-6-0 0-0-41-9-06.00 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-P 0.23 0.14 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: 12 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 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-8, 3=3-5-8 Max Horz 1=73(LC 12) Max Uplift 1=-30(LC 12), 3=-66(LC 12) Max Grav 1=106(LC 17), 3=119(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. November 12,2021 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 2981843-PSLP-CIALINI Truss V3 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) T25943235 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 10 10:54:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-HInPlctDliBFEYUtnfkYS?oMMz2ZyBm3EQP_eryKcCw Scale = 1:13.2 1 2 3 2x4 2x4 2x4 4-2-0 4-2-0 0-0-42-1-06.00 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-P 0.38 0.23 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 4-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-1-8, 3=4-1-8 Max Horz 1=91(LC 12) Max Uplift 1=-37(LC 12), 3=-83(LC 12) Max Grav 1=132(LC 17), 3=148(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. November 12,2021 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