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HomeMy WebLinkAboutAPPROVED PINEDO TRUSS ENGINEERING6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2633609_PINEDO_RES - RJM Custom Homes_2633609_PINEDO RES Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 47.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 78 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: RJM CUSTOM HOMES Project Name: - Model: 2633609_PINEDO RES Subdivision: - Address: HICKORY ST, - State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: March 25,2021 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 - Plant City. 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 T23325374 A Date 3/25/212T23325375A13/25/213T23325376A23/25/214T23325377A33/25/215T23325378A43/25/216T23325379A53/25/217T23325380A63/25/218T23325381A73/25/219T23325382A83/25/2110T23325383A93/25/2111T23325384A103/25/2112T23325385A113/25/2113T23325386A123/25/2114T23325387A133/25/2115T23325388A143/25/2116T23325389A153/25/2117T23325390A163/25/2118T23325391A173/25/2119T23325392A183/25/2120T23325393AH3/25/2121T23325394AH73/25/2122T23325395AH93/25/21 No.Seal#Truss Name 23 T23325396 B Date 3/25/2124T23325397B13/25/2125T23325398B23/25/2126T23325399BH53/25/2127T23325400C3/25/2128T23325401C13/25/2129T23325402C23/25/2130T23325403C33/25/2131T23325404C43/25/2132T23325405C53/25/2133T23325406C63/25/2134T23325407C73/25/2135T23325408C83/25/2136T23325409CGR3/25/2137T23325410CH73/25/2138T23325411CH93/25/2139T23325412CH113/25/2140T23325413CH133/25/2141T23325414CH153/25/2142T23325415CH173/25/2143T23325416CJ13/25/2144T23325417CJ1G3/25/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2633609_PINEDO_RES - RJM Custom Homes_2633609_PINEDO RES 2 of 2 Site Information: Lot/Block: - Customer Info: RJM CUSTOM HOMES Project Name: - Model: 2633609_PINEDO RES Subdivision: - Address: HICKORY ST, - State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T23325418 CJ3 Date 3/25/2146T23325419CJ53/25/2147T23325420DGR3/25/2148T23325421DH33/25/2149T23325422EJ33/25/2150T23325423EJ3G3/25/2151T23325424EJ53/25/2152T23325425EJ73/25/2153T23325426EJ7C3/25/2154T23325427EJ7C13/25/2155T23325428EJ7C23/25/2156T23325429EJ7C33/25/2157T23325430EJ7C43/25/2158T23325431EJ7C53/25/2159T23325432EJA3/25/2160T23325433G3/25/2161T23325434GH33/25/2162T23325435GH53/25/2163T23325436HJ33/25/2164T23325437HJ3G3/25/2165T23325438HJ53/25/2166T23325439HJ73/25/2167T23325440MTGE3/25/2168T23325441MTGE13/25/2169T23325442VT3/25/2170T23325443VT13/25/2171T23325444VT23/25/2172T23325445VT33/25/2173T23325446VT43/25/2174T23325447VT53/25/2175T23325448VT63/25/2176T23325449VT73/25/2177T23325450VT83/25/2178T23325451VT93/25/21 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 2633609_PINEDO_RES Truss A Truss Type Common Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325374 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:13:48 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-KWy8noqSPxwWwAehdQYd4nTQAOZcDSvEPtntWUzXkl1 Scale = 1:37.6 1 2 3 4 5 6 7 8 9 10 11 12 4x6 1.5x8 STP 1.5x8 STP 3x6 5x8 2x4 2x4 3x6 10-1-0 10-1-0 20-2-0 10-1-0 -1-6-0 1-6-0 6-0-0 6-0-0 10-1-0 4-1-0 14-2-0 4-1-0 20-2-0 6-0-0 21-8-0 1-6-0 0-4-35-4-110-4-36.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.98 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.04 (loc) 2-8 2-8 6 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 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 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=130(LC 11) Max Uplift 2=-410(LC 12), 6=-410(LC 13) Max Grav 2=1057(LC 1), 6=1057(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1458/1056, 3-4=-1091/850, 4-5=-1091/850, 5-6=-1458/1056 BOT CHORD 2-8=-739/1207, 6-8=-760/1208 WEBS 4-8=-482/678, 5-8=-395/513, 3-8=-395/513 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 10-1-0, Exterior(2R) 10-1-0 to 16-1-0, Interior(1) 16-1-0 to 21-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=410, 6=410. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A1 Truss Type ROOF SPECIAL Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325375 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:13:51 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-l5eHPpsKhsI5neNGIY6KiP5sNcdXQfgh5r?Y7pzXkl_ Scale = 1:40.3 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 20 21 22 23 24 9 4x6 1.5x8 STP 6x8 3x4 2x4 3x6 5x8 3x4 2x4 2x4 10x12 3x4 3x8 4x12 8x14 MT20HS 6x8 3x6 5x8 5-0-0 5-0-0 8-0-0 3-0-0 10-1-0 2-1-0 14-0-0 3-11-0 16-11-13 2-11-13 18-3-0 1-3-3 19-3-0 1-0-0 20-2-0 0-11-0 -1-6-0 1-6-0 5-0-0 5-0-0 8-0-0 3-0-0 10-1-0 2-1-0 14-0-0 3-11-0 16-11-13 2-11-13 19-3-0 2-3-3 20-2-0 0-11-0 0-4-31-11-45-4-110-7-41-4-01-11-42-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [7:0-2-4,0-2-12], [8:0-6-0,0-6-4], [14:0-8-12,Edge], [15:0-1-8,0-1-8], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.84 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 -0.80 0.32 (loc) 13 14 9 l/defl >523 >295 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 121 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-9: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except* 4-17,8-11: 2x4 SP No.3, 14-16: 2x4 SP M 31, 6-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-14,8-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-12 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=190(LC 12) Max Uplift 9=-269(LC 13), 2=-343(LC 12) Max Grav 9=985(LC 1), 2=1141(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1708/983, 3-4=-2866/1693, 4-5=-1945/1183, 5-6=-1977/1160, 6-7=-5708/3154, 7-8=-1725/1006 BOT CHORD 2-18=-919/1426, 4-16=-618/958, 15-16=-1380/2511, 14-15=-3018/5573, 6-14=-1326/2482, 12-13=-141/256 WEBS 3-18=-947/688, 16-18=-1102/1698, 3-16=-470/1090, 12-14=-943/1611, 7-14=-1942/3670, 7-12=-3229/1919, 8-12=-1550/2673, 5-15=-776/1328, 4-15=-1058/724, 6-15=-3965/2341 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 10-1-0, Exterior(2R) 10-1-0 to 16-1-0, Interior(1) 16-1-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 150.0lb AC unit load placed on the top chord, 11-0-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=269, 2=343. 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A2 Truss Type ROOF SPECIAL Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325376 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:14:23 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-pFZN7mFP9hKYdYqQAHgq?9QR8Vamw8GOSqlEEyzXkkU Scale = 1:41.9 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 20 21 22 23 7x10 1.5x8 STP 12x14 3x6 3x4 2x4 3x6 4x10 MT20HS 3x4 2x4 2x4 10x12 3x4 3x8 4x12 3x4 3x6 2x4 2x4 5-0-0 5-0-0 8-0-0 3-0-0 10-1-0 2-1-0 14-0-0 3-11-0 14-4-13 0-4-13 14-11-0 0-6-3 18-3-0 3-4-0 19-3-0 1-0-0 20-2-0 0-11-0 -1-6-0 1-6-0 5-0-0 5-0-0 8-0-0 3-0-0 10-1-0 2-1-0 14-0-0 3-11-0 14-11-0 0-11-0 19-3-0 4-4-0 20-2-0 0-11-0 0-4-32-11-115-4-111-7-111-4-00-8-01-4-02-11-116.00 12 6.74 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [10:0-5-8,0-2-0], [12:0-5-2,0-1-12], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.73 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.57 0.23 (loc) 13 13-14 9 l/defl >717 >415 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 130 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-16,7-12,12-19: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP No.1, 5-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-15 oc bracing. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 6-10 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=215(LC 9) Max Uplift 9=-267(LC 13), 2=-342(LC 12) Max Grav 9=1021(LC 1), 2=1143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1712/923, 3-4=-2878/1758, 4-5=-1937/1196, 5-6=-4709/2713, 6-7=-1341/772, 7-8=-1316/750, 8-9=-949/579 BOT CHORD 2-17=-1008/1429, 4-15=-694/991, 14-15=-1588/2528, 13-14=-1000/1714, 7-10=-265/254 WEBS 3-17=-952/755, 15-17=-1212/1708, 3-15=-587/1097, 4-14=-1084/783, 5-14=-467/762, 8-10=-922/1562, 6-13=-1073/678, 6-10=-3760/2139, 10-13=-2770/4757, 5-13=-1702/3000 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 10-1-0, Exterior(2E) 10-1-0 to 14-11-0, Interior(1) 14-11-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 150.0lb AC unit load placed on the top chord, 11-0-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=267, 2=342. 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A3 Truss Type ROOF SPECIAL Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325377 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:14:35 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-SZIvesOxKNrr3PkktoueUhwUDLg0kZh9DhftfGzXkkI Scale = 1:42.4 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 21 22 23 24 4x6 1.5x8 STP 4x6 3x6 3x4 2x4 3x6 2x4 2x4 2x4 5x8 5x6 3x4 3x8 4x12 3x8 4x6 5x8 3x4 2x4 5-0-0 5-0-0 8-0-0 3-0-0 10-1-0 2-1-0 14-0-0 3-11-0 18-3-0 4-3-0 19-3-0 1-0-0 20-2-0 0-11-0 -1-6-0 1-6-0 5-0-0 5-0-0 8-0-0 3-0-0 10-1-0 2-1-0 12-11-0 2-10-0 14-0-0 1-1-0 19-3-0 5-3-0 20-2-0 0-11-0 0-4-33-11-115-4-112-7-111-4-00-8-01-4-03-11-116.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [15:0-2-8,0-3-0], [19:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.77 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.30 0.22 (loc) 16 15-16 10 l/defl >999 >779 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-18: 2x4 SP No.3, 7-14,8-13: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. Except: 6-0-0 oc bracing: 11-13 REACTIONS. (size)10=Mechanical, 2=0-8-0 Max Horz 2=258(LC 9) Max Uplift 10=-278(LC 13), 2=-342(LC 12) Max Grav 10=1021(LC 1), 2=1143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1712/887, 3-4=-2884/1830, 4-5=-1907/1203, 5-6=-1891/1195, 6-7=-2565/1493, 7-8=-2522/1489, 8-9=-709/442, 9-10=-873/542 BOT CHORD 2-19=-1092/1453, 4-17=-768/1042, 16-17=-1776/2574, 15-16=-1741/2780, 7-15=-294/201, 8-11=-1055/753 WEBS 3-19=-963/816, 17-19=-1314/1741, 3-17=-684/1107, 4-16=-1175/882, 5-16=-860/1400, 6-16=-1289/730, 6-15=-363/262, 13-15=-383/555, 8-15=-1325/2157, 9-11=-642/1054 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 10-1-0, Exterior(2E) 10-1-0 to 12-11-0, Interior(1) 12-11-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 150.0lb AC unit load placed on the top chord, 11-0-0 from left end, supported at two points, 5-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=278, 2=342. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A4 Truss Type HALF HIP Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325378 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:15:05 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-aK6Fx7llGbcbf01Ve5Rhh09cvRv2m9oa6MwSiWzXkjq Scale = 1:39.4 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 19 20 21 22 23 5x6 1.5x8 STP 2x4 6x8 3x4 2x4 2x4 2x4 2x4 2x4 5x8 5x6 3x4 3x8 6x8 3x8 6x8 2x4 5-0-0 5-0-0 8-0-0 3-0-0 14-0-0 6-0-0 18-3-0 4-3-0 19-3-0 1-0-0 20-2-0 0-11-0 -1-6-0 1-6-0 5-0-0 5-0-0 8-0-0 3-0-0 9-3-0 1-3-0 14-0-0 4-9-0 19-3-0 5-3-0 20-2-0 0-11-0 0-4-34-11-113-7-111-4-00-8-01-4-04-11-116.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [5:0-3-0,0-2-0], [14:0-2-4,0-2-12], [15:0-2-4,Edge], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.77 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.26 0.17 (loc) 14-15 14-15 9 l/defl >999 >917 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. Except: 6-0-0 oc bracing: 10-12 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=291(LC 9) Max Uplift 9=-320(LC 9), 2=-334(LC 12) Max Grav 9=1021(LC 1), 2=1143(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1714/765, 3-4=-2720/1526, 4-5=-2692/1597, 5-6=-1679/893, 6-7=-1641/883 BOT CHORD 2-17=-1074/1502, 14-15=-1240/1983, 6-14=-452/304, 9-10=-346/535 WEBS 3-17=-949/750, 15-17=-1274/1791, 3-15=-526/1003, 5-15=-762/1158, 5-14=-298/280, 12-14=-332/513, 7-14=-840/1483, 7-9=-957/548 NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 9-3-0, Exterior(2R) 9-3-0 to 17-8-13, Interior(1) 17-8-13 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 150.0lb AC unit load placed on the top chord, 11-0-0 from left end, supported at two points, 5-0-0 apart. 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) 9=320, 2=334. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A5 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325379 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:15:22 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-abegWxzPGpmACdqm8AEgubMR9Hh1Fr640VYsp1zXkjZ Scale = 1:39.0 1 2 3 4 5 10 9 8 7 6 12 13 14 6x8 1.5x8 STP 4x6 6x8 3x6 2x4 2x4 6x8 3x4 3x6 2x4 8-0-0 8-0-0 11-3-0 3-3-0 13-2-12 1-11-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 11-3-0 3-3-0 13-2-12 1-11-12 20-2-0 6-11-4 0-4-35-11-114-7-111-4-05-11-116.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-15], [5:Edge,0-3-8], [7:0-6-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.89 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.46 0.05 (loc) 6-7 6-7 6 l/defl >999 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-9: 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 4-8-12 oc bracing. Except: 10-0-0 oc bracing: 7-9 WEBS 1 Row at midpt 4-6 REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=349(LC 9) Max Uplift 6=-400(LC 9), 2=-412(LC 12) Max Grav 6=944(LC 1), 2=1090(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1476/797, 3-4=-1402/940, 5-6=-321/332 BOT CHORD 2-10=-1108/1290, 4-7=-537/818, 6-7=-1049/1322 WEBS 7-10=-1165/1463, 3-10=-472/504, 4-6=-1312/1046 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 11-3-0, Exterior(2E) 11-3-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 6=400, 2=412. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A6 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325380 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:15:35 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-i5wbEN7ZCpOKGdKGOOzjvLPhmX8hnmj_01C2mnzXkjM Scale = 1:45.1 1 2 3 4 5 6 7 12 11 10 9 8 14 15 16 17 18 3x4 1.5x8 STP 5x6 3x4 6x8 3x4 2x4 2x4 2x4 6x8 3x4 3x6 2x4 8-0-0 8-0-0 12-0-0 4-0-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 13-3-0 5-3-0 20-2-0 6-11-0 0-4-36-11-115-7-111-4-06-11-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-3-8,0-2-4], [7:Edge,0-1-8], [9:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.79 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.38 0.04 (loc) 8-9 8-9 8 l/defl >999 >622 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-14 oc bracing. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 6-8 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=420(LC 9) Max Uplift 8=-406(LC 9), 2=-421(LC 12) Max Grav 8=1020(LC 2), 2=1129(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1558/773, 3-5=-1301/746, 5-6=-1175/736, 7-8=-242/256 BOT CHORD 2-12=-1161/1316, 8-9=-841/963 WEBS 3-12=-285/389, 9-12=-1183/1486, 3-9=-359/296, 6-8=-1071/911, 6-9=-476/909 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 13-3-0, Exterior(2E) 13-3-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=406, 2=421. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A7 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325381 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:15:46 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-tD4lY8FTcBnn4JgNYCgIsfMVsztBshFcXEM7fezXkjB Scale = 1:48.6 1 2 3 4 5 6 7 12 11 10 9 8 14 15 16 17 3x4 1.5x8 STP 5x6 3x4 6x8 3x4 2x4 2x4 2x4 5x12 3x4 3x6 2x4 8-0-0 8-0-0 12-0-0 4-0-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 13-2-12 5-2-12 15-3-0 2-0-4 20-2-0 4-11-0 0-4-37-11-116-7-111-4-07-11-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-3-0,0-2-0], [7:Edge,0-1-8], [9:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.86 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.43 0.03 (loc) 8-9 8-9 8 l/defl >940 >548 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 6-8 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=485(LC 9) Max Uplift 8=-407(LC 9), 2=-424(LC 12) Max Grav 8=1033(LC 2), 2=1130(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1559/750, 3-5=-1309/720, 5-6=-1269/812 BOT CHORD 2-12=-1151/1351, 5-9=-170/263, 8-9=-647/716 WEBS 3-12=-290/387, 9-12=-1163/1524, 3-9=-347/293, 6-9=-777/1190, 6-8=-927/861 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 15-3-0, Exterior(2E) 15-3-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8=407, 2=424. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A8 Truss Type HALF HIP Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325382 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:15:54 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-elZnEtLUkfoe2YHv0upABLhvDBc8kMUnNUIYxBzXkj3 Scale = 1:54.1 1 2 3 4 5 6 7 12 11 10 9 8 14 15 16 3x4 1.5x8 STP 5x6 3x4 6x8 3x4 2x4 2x4 2x4 5x12 3x4 3x6 2x4 8-0-0 8-0-0 12-0-0 4-0-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 13-2-12 5-2-12 17-3-0 4-0-4 20-2-0 2-11-0 0-4-38-11-117-7-111-4-08-11-116.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-3-0,0-2-0], [7:Edge,0-1-8], [9:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.85 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.45 0.03 (loc) 8-9 8-9 8 l/defl >878 >519 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 6-9, 6-8 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=549(LC 9) Max Uplift 8=-409(LC 9), 2=-421(LC 12) Max Grav 8=1043(LC 2), 2=1130(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1579/736, 3-5=-1312/710, 5-6=-1354/875, 6-7=-246/262 BOT CHORD 2-12=-1104/1370, 5-9=-303/427, 8-9=-458/505 WEBS 3-12=-288/364, 9-12=-1097/1532, 3-9=-327/277, 6-9=-976/1427, 6-8=-943/900 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 17-3-0, Exterior(2E) 17-3-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8=409, 2=421. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A9 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325383 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:02 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-PI2ovcSVr6oV?muSUZy2V10FGPL9cz6zDkEzCjzXkix Scale = 1:65.4 1 2 3 4 5 6 11 10 9 8 7 13 144x6 1.5x8 STP 6x12 MT20HS 6x8 3x4 2x4 2x4 5x6 3x4 3x4 6x8 2x4 8-0-0 8-0-0 12-0-0 4-0-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 12-0-0 4-0-0 19-3-0 7-3-0 20-2-0 0-11-0 0-4-39-11-118-7-01-4-06.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-3-0,Edge], [6:0-2-6,Edge], [8:0-6-4,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.78 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.35 0.04 (loc) 7-8 7-8 7 l/defl >999 >669 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 130 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. Except: 10-0-0 oc bracing: 8-10 WEBS 1 Row at midpt 6-7, 5-7 REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=631(LC 9) Max Uplift 7=-464(LC 12), 2=-410(LC 12) Max Grav 7=936(LC 1), 2=1083(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1459/731, 3-5=-1307/735, 5-6=-365/312, 6-7=-343/412 BOT CHORD 2-11=-1002/1353, 5-8=-330/734, 7-8=-1034/1346 WEBS 3-11=-350/371, 8-11=-1001/1442, 5-7=-1302/984 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 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) 7=464, 2=410. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A10 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325384 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:13:52 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-DHCfd9tySAQyPoyTsGdZEde3G0?996IqKVl5eFzXkkz Scale = 1:37.8 1 2 3 4 5 10 9 8 7 6 12 13 5x8 1.5x8 STP 5x6 4x6 3x4 2x4 2x4 3x4 6x8 4x6 2x4 5-8-0 5-8-0 12-0-0 6-4-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 5-8-0 5-8-0 12-0-0 6-4-0 20-2-0 8-2-0 0-4-33-2-31-10-31-4-03-2-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-5-8,0-2-4], [6:Edge,0-3-8], [7:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.75 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.46 0.07 (loc) 8 6-7 6 l/defl >945 >513 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-7: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-1-4 oc bracing: 2-10. 10-0-0 oc bracing: 7-9 WEBS 1 Row at midpt 5-7 REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=175(LC 9) Max Uplift 6=-401(LC 9), 2=-362(LC 12) Max Grav 6=936(LC 1), 2=1083(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1561/945, 3-4=-2943/1992, 4-5=-3143/2084, 5-6=-842/625 BOT CHORD 2-10=-884/1287, 4-7=-582/543 WEBS 7-10=-764/1124, 3-7=-1118/1733, 5-7=-1955/2983 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 5-8-0, Exterior(2R) 5-8-0 to 14-1-13, Interior(1) 14-1-13 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 6=401, 2=362. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A11 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325385 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:13:54 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-9gJP2ruD_ngge56r_hf1J2jOGphcd1y7npECj8zXkkx Scale = 1:37.6 1 2 3 4 5 10 9 8 7 6 12 13 14 15 5x8 1.5x8 STP 6x8 4x6 3x6 2x4 2x4 3x4 6x8 3x4 2x4 7-8-0 7-8-0 12-0-0 4-4-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 7-8-0 7-8-0 12-0-0 4-4-0 20-2-0 8-2-0 0-4-34-2-32-10-31-4-04-2-36.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-4], [6:Edge,0-3-8], [7:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.69 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.36 0.04 (loc) 6-7 6-7 6 l/defl >999 >660 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-12 oc bracing. Except: 10-0-0 oc bracing: 7-9 WEBS 1 Row at midpt 5-7 REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=240(LC 9) Max Uplift 6=-402(LC 9), 2=-385(LC 12) Max Grav 6=936(LC 1), 2=1083(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1448/847, 3-4=-1828/1272, 4-5=-1937/1350, 5-6=-849/666 BOT CHORD 2-10=-907/1187, 4-7=-499/490 WEBS 7-10=-854/1200, 3-7=-496/787, 5-7=-1302/1918 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 7-8-0, Exterior(2R) 7-8-0 to 16-1-13, Interior(1) 16-1-13 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=402, 2=385. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A12 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325386 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:13:55 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-dstnFBvrl5oXGFh2XOAGsFGXaD_EMXxG0TzlFazXkkw Scale = 1:40.8 1 2 3 4 5 6 11 10 9 8 7 13 14 15 16 5x8 1.5x8 STP 3x6 3x6 2x4 2x4 3x4 5x8 5x8 2x4 4x6 2x4 9-8-0 9-8-0 12-0-0 2-4-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 6-0-0 6-0-0 9-8-0 3-8-0 12-0-0 2-4-0 20-2-0 8-2-0 0-4-35-2-33-10-31-4-05-2-36.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [8:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.86 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.40 0.03 (loc) 2-11 2-11 7 l/defl >999 >591 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. Except: 6-0-0 oc bracing: 8-10 WEBS 1 Row at midpt 6-8 REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=304(LC 9) Max Uplift 7=-403(LC 9), 2=-403(LC 12) Max Grav 7=936(LC 1), 2=1083(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1511/903, 3-4=-1157/759, 4-5=-1348/979, 5-6=-1405/1025, 6-7=-852/711 BOT CHORD 2-11=-1183/1326, 5-8=-555/562 WEBS 3-11=-389/488, 8-11=-831/1216, 4-8=-570/757, 6-8=-1108/1459 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 9-8-0, Exterior(2R) 9-8-0 to 18-1-13, Interior(1) 18-1-13 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 7=403, 2=403. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A13 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325387 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:13:57 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-ZF?Ygtx5Hi2EVZqQfpDkxgLwg1hPqQ5ZTnSsJTzXkku Scale = 1:42.0 1 2 3 4 5 10 9 8 7 6 12 13 14 5x8 1.5x8 STP 4x6 6x8 3x6 2x4 2x4 3x4 3x6 6x8 2x4 8-0-0 8-0-0 11-8-0 3-8-0 13-2-12 1-6-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 11-8-0 3-8-0 20-2-0 8-6-0 0-4-36-2-34-10-31-4-06-2-36.00 12 Plate Offsets (X,Y)-- [4:0-2-11,0-2-8], [5:Edge,0-3-8], [7:0-6-4,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.81 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.39 0.04 (loc) 6-7 6-7 6 l/defl >999 >605 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-9: 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 4-8-14 oc bracing. Except: 10-0-0 oc bracing: 7-9 WEBS 1 Row at midpt 4-6 REACTIONS. (size)6=Mechanical, 2=0-8-0 Max Horz 2=363(LC 9) Max Uplift 6=-402(LC 9), 2=-415(LC 12) Max Grav 6=939(LC 1), 2=1086(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1468/791, 3-4=-1313/875, 5-6=-305/318 BOT CHORD 2-10=-1122/1289, 4-7=-515/776, 6-7=-1007/1241 WEBS 3-10=-388/455, 7-10=-1160/1421, 4-6=-1251/1021 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 11-8-0, Exterior(2E) 11-8-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 6=402, 2=415. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A14 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325388 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:13:58 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-2RZwtDxj20A57jPcDWkzUuu6GQ1kZuhjiRCPsvzXkkt Scale = 1:46.3 1 2 3 4 5 6 7 12 11 10 9 8 14 15 16 17 18 3x4 1.5x8 STP 5x6 3x4 6x8 3x4 2x4 2x4 2x4 6x8 3x4 3x6 2x4 8-0-0 8-0-0 12-0-0 4-0-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 12-0-0 4-0-0 13-8-0 1-8-0 20-2-0 6-6-0 0-4-37-2-35-10-31-4-07-2-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-3-0,0-2-0], [7:Edge,0-1-8], [9:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.39 0.04 (loc) 8-9 8-9 8 l/defl >999 >602 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 6-8 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=433(LC 9) Max Uplift 8=-406(LC 9), 2=-422(LC 12) Max Grav 8=1023(LC 2), 2=1130(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1559/767, 3-5=-1303/739, 5-6=-1205/759 BOT CHORD 2-12=-1165/1325, 8-9=-804/908 WEBS 3-12=-287/391, 9-12=-1185/1497, 3-9=-357/297, 6-9=-558/976, 6-8=-1029/900 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 13-8-0, Exterior(2E) 13-8-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8=406, 2=422. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A15 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325389 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:13:59 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-Wd7I5YyLpJIyls_pmEFC05QGqqM9IGdsx5xzOLzXkks Scale = 1:49.6 1 2 3 4 5 6 7 12 11 10 9 8 14 15 16 17 3x4 1.5x8 STP 5x6 3x4 6x8 3x4 2x4 2x4 2x4 5x12 3x4 3x6 2x4 8-0-0 8-0-0 12-0-0 4-0-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 13-2-12 5-2-12 15-8-0 2-5-4 20-2-0 4-6-0 0-4-38-2-36-10-31-4-08-2-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-3-0,0-2-0], [7:Edge,0-1-8], [9:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.77 0.86 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.44 0.03 (loc) 8-9 8-9 8 l/defl >923 >542 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 6-8 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=498(LC 9) Max Uplift 8=-408(LC 9), 2=-424(LC 12) Max Grav 8=1035(LC 2), 2=1130(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1558/746, 3-5=-1309/718, 5-6=-1293/825 BOT CHORD 2-12=-1144/1356, 5-9=-200/302, 8-9=-607/669 WEBS 3-12=-290/384, 9-12=-1153/1527, 3-9=-344/290, 6-9=-824/1240, 6-8=-918/858 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 15-8-0, Exterior(2E) 15-8-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8=408, 2=424. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A16 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325390 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:14:02 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-wCoRja?E6EgXcKjOSMovek2mI2N0VinId3Ad?gzXkkp Scale = 1:57.5 1 2 3 4 5 6 7 12 11 10 9 8 14 15 16 3x6 1.5x8 STP 5x6 3x4 6x8 3x4 2x4 2x4 2x4 5x12 3x4 3x6 2x4 8-0-0 8-0-0 12-0-0 4-0-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 13-2-12 5-2-12 17-8-0 4-5-4 20-2-0 2-6-0 0-4-39-2-37-10-31-4-09-2-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-3-0,0-2-0], [7:Edge,0-1-8], [9:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.85 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.46 0.03 (loc) 8-9 8-9 8 l/defl >874 >516 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 7-8, 6-8, 6-9 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=562(LC 9) Max Uplift 8=-409(LC 9), 2=-420(LC 12) Max Grav 8=1047(LC 19), 2=1129(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1586/734, 3-5=-1314/710, 5-6=-1369/891, 6-7=-254/270 BOT CHORD 2-12=-1110/1373, 5-9=-330/461, 8-9=-423/464 WEBS 3-12=-287/364, 9-12=-1098/1531, 3-9=-322/273, 6-8=-970/939, 6-9=-1030/1476 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 17-8-0, Exterior(2E) 17-8-0 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=409, 2=420. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A17 Truss Type Half Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325391 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:14:09 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-DYj4Bz4dSOZXxPlkMKQYQCrxhsoFes3KEfMVlmzXkki Scale = 1:62.1 1 2 3 4 5 6 7 12 11 10 9 8 14 3x4 1.5x8 STP 4x6 4x6 6x8 3x4 2x4 2x4 5x6 3x4 3x4 6x8 2x4 8-0-0 8-0-0 12-0-0 4-0-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 13-2-12 5-2-12 18-9-8 5-6-12 20-2-0 1-4-8 0-4-39-8-158-4-151-4-09-8-156.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [7:Edge,0-2-0], [9:0-6-4,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.75 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.04 (loc) 8-9 8-9 8 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. Except: 10-0-0 oc bracing: 9-11 WEBS 1 Row at midpt 5-8, 6-8 REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=599(LC 9) Max Uplift 8=-432(LC 12), 2=-409(LC 12) Max Grav 8=943(LC 1), 2=1070(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1430/716, 3-5=-1249/710, 5-6=-312/235, 6-7=-269/288 BOT CHORD 2-12=-1058/1326, 5-9=-370/736, 8-9=-1077/1276 WEBS 3-12=-342/396, 9-12=-1062/1416, 3-9=-270/238, 5-8=-1176/971, 6-8=-588/683 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 18-9-8, Exterior(2E) 18-9-8 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=432, 2=409. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss A18 Truss Type Monopitch Qty 4 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325392 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:14:14 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-aWXzEh8mHwBq2Aeh9u0j7GYoUtScJ693Ow4GQ_zXkkd Scale = 1:65.9 1 2 3 4 5 6 11 10 9 8 7 13 14 3x4 1.5x8 STP 5x6 6x8 3x6 2x4 2x4 5x8 3x4 3x4 6x8 2x4 8-0-0 8-0-0 12-0-0 4-0-0 13-2-12 1-2-12 20-2-0 6-11-4 -1-6-0 1-6-0 8-0-0 8-0-0 12-0-0 4-0-0 20-2-0 8-2-0 0-4-310-5-39-1-31-4-06.00 12 Plate Offsets (X,Y)-- [6:0-3-3,Edge], [8:0-6-4,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.93 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.35 0.04 (loc) 7-8 7-8 7 l/defl >999 >676 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 1-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. Except: 10-0-0 oc bracing: 8-10 WEBS 1 Row at midpt 6-7, 5-7 REACTIONS. (size)7=Mechanical, 2=0-8-0 Max Horz 2=637(LC 9) Max Uplift 7=-465(LC 12), 2=-409(LC 12) Max Grav 7=936(LC 1), 2=1083(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1462/823, 3-5=-1308/855, 5-6=-350/298, 6-7=-333/406 BOT CHORD 2-11=-1177/1352, 5-8=-416/735, 7-8=-1193/1358 WEBS 3-11=-345/423, 8-11=-1164/1426, 5-7=-1304/1150 NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 20-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 7=465, 2=409. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss AH Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325393 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:06 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-I3IJl_V0vLIxUOCDjP1_gtB3f1hbYqPY8MCBLUzXkit Scale = 1:36.1 1 2 3 4 10 9 8 7 6 12 13 14 15 5 5x6 1.5x8 STP 3x4 2x4 6x12 MT20HS 10x12 3x4 2x4 6x8 3x6 Special Special SpecialNAILEDNAILEDNAILED 6-10-0 6-10-0 10-0-0 3-2-0 12-6-0 2-6-0 13-2-12 0-8-12 20-2-0 6-11-4 -1-6-0 1-6-0 6-10-0 6-10-0 10-0-0 3-2-0 20-2-0 10-2-0 0-4-33-9-30-7-41-4-06.00 12 Plate Offsets (X,Y)-- [4:0-5-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.40 0.94 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.63 -1.20 0.15 (loc) 7 7 5 l/defl >377 >197 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 185 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1, 4-5: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 5=Mechanical Max Horz 2=194(LC 34) Max Uplift 2=-344(LC 8), 5=-97(LC 9) Max Grav 2=1319(LC 1), 5=1242(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2039/349, 3-4=-1882/380 BOT CHORD 2-10=-354/1703, 9-10=-541/3631, 8-9=-541/3631, 6-8=-402/2651, 4-6=-295/24 WEBS 3-10=-142/1356, 4-10=-2301/293, 4-8=-3756/563 NOTES-(13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=344. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 73 lb up at 14-4-4, and 73 lb down and 73 lb up at 16-4-4, and 73 lb down and 73 lb up at 18-4-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss AH Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325393 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:06 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-I3IJl_V0vLIxUOCDjP1_gtB3f1hbYqPY8MCBLUzXkit 13) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 2-9=-20, 8-9=-134, 7-8=-114, 4-6=-134, 6-12=-134, 5-12=-94 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss AH7 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325394 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:09 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-iezRN?XuBGhWLrwoOXahHWpUyEiMlC2?qJRrypzXkiq Scale = 1:38.2 1 2 3 4 5 6 9 8 7 10 11 12 13 5x8 1.5x8 STP 1.5x8 STP 5x8 3x6 4x6 2x4 3x4 3x6 Special NAILED NAILED Special Special NAILED NAILED Special 7-0-0 7-0-0 13-2-0 6-2-0 20-2-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 13-2-0 6-2-0 20-2-0 7-0-0 21-8-0 1-6-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [4:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.71 0.94 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.22 0.09 (loc) 7-9 7-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=96(LC 7) Max Uplift 2=-1112(LC 8), 5=-1112(LC 9) Max Grav 2=1869(LC 1), 5=1870(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3186/1970, 3-4=-2746/1839, 4-5=-3188/1971 BOT CHORD 2-9=-1683/2713, 7-9=-1696/2743, 5-7=-1636/2715 WEBS 3-9=-329/796, 4-7=-344/797 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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=1112, 5=1112. 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) 271 lb down and 359 lb up at 7-0-0, and 271 lb down and 359 lb up at 13-2-0 on top chord, and 531 lb down and 376 lb up at 7-0-0, and 531 lb down and 376 lb up at 13-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-6=-74, 2-5=-20 Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss AH7 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325394 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:09 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-iezRN?XuBGhWLrwoOXahHWpUyEiMlC2?qJRrypzXkiq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-85(B) 4=-85(B) 9=-531(B) 7=-531(B) 10=-138(B) 11=-138(B) 12=-58(B) 13=-58(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 2633609_PINEDO_RES Truss AH9 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325395 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:10 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-AqXqbLYWyZpNy?V_yF5wqjMhPe1rUgJ83zAOUFzXkip Scale = 1:38.2 1 2 3 4 5 6 7 8 9 10 11 12 3x4 1.5x8 STP 1.5x8 STP 3x4 3x6 5x8 2x4 3x6 2x4 3x6 10-1-0 10-1-0 20-2-0 10-1-0 -1-6-0 1-6-0 6-0-0 6-0-0 9-0-0 3-0-0 10-1-0 1-1-0 11-2-0 1-1-0 14-2-0 3-0-0 20-2-0 6-0-0 21-8-0 1-6-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-8], [6:0-2-0,0-2-8], [10:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.98 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.39 0.04 (loc) 2-10 2-10 8 l/defl >999 >606 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=118(LC 11) Max Uplift 2=-401(LC 12), 8=-401(LC 13) Max Grav 2=1057(LC 1), 8=1057(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1446/974, 3-4=-1106/788, 4-5=-930/738, 5-6=-930/738, 6-7=-1106/788, 7-8=-1446/974 BOT CHORD 2-10=-675/1194, 8-10=-686/1194 WEBS 3-10=-343/450, 5-10=-391/627, 7-10=-343/450 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 9-0-0, Exterior(2E) 9-0-0 to 11-2-0, Exterior(2R) 11-2-0 to 19-10-0, Interior(1) 19-10-0 to 21-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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=401, 8=401. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss B Truss Type Common Qty 4 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325396 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:11 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-e15CohZ8jtxEa94AVyc9Nxuon2UoD9PIHdwy1izXkio Scale = 1:27.1 1 2 3 4 5 6 7 8 9 10 5x6 1.5x8 STP 1.5x8 STP 3x6 3x6 2x4 6-10-0 6-10-0 13-8-0 6-10-0 -1-6-0 1-6-0 6-10-0 6-10-0 13-8-0 6-10-0 15-2-0 1-6-0 0-4-33-9-30-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.55 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.11 0.01 (loc) 2-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-3 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=94(LC 11) Max Uplift 2=-297(LC 12), 4=-297(LC 13) Max Grav 2=751(LC 1), 4=751(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-820/706, 3-4=-820/706 BOT CHORD 2-6=-326/621, 4-6=-326/621 WEBS 3-6=-44/316 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-10-0, Exterior(2R) 6-10-0 to 12-10-0, Interior(1) 12-10-0 to 15-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=297, 4=297. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss B1 Truss Type Common Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325397 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:12 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-7Dfa?1ZnUB34CJfN3g8Ov8RyTRnVycbRWHfVZ8zXkin Scale = 1:26.3 1 2 3 4 5 6 7 8 9 5x6 1.5x8 STP 1.5x8 STP 3x6 3x6 2x4 6-10-0 6-10-0 13-8-0 6-10-0 -1-6-0 1-6-0 6-10-0 6-10-0 13-8-0 6-10-0 0-4-33-9-30-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.72 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.13 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. REACTIONS. (size)4=0-8-0, 2=0-8-0 Max Horz 2=104(LC 12) Max Uplift 4=-223(LC 13), 2=-300(LC 12) Max Grav 4=601(LC 1), 2=762(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-850/751, 3-4=-845/775 BOT CHORD 2-5=-498/648, 4-5=-498/648 WEBS 3-5=-81/324 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-10-0, Exterior(2R) 6-10-0 to 12-10-0, Interior(1) 12-10-0 to 13-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=223, 2=300. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss B2 Truss Type Common Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325398 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:13 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-bPDyDNaPFUBxpSEZdNfdSM_7Wr8xh3salxP35azXkim Scale = 1:26.1 1 2 3 4 5 6 7 8 9 5x6 1.5x8 STP 5x6 3x6 2x4 6-10-0 6-10-0 13-5-4 6-7-4 -1-6-0 1-6-0 6-10-0 6-10-0 13-5-4 6-7-4 0-4-33-9-30-5-96.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.70 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.12 0.01 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. REACTIONS. (size)4=0-5-4, 2=0-8-0 Max Horz 2=104(LC 12) Max Uplift 4=-221(LC 13), 2=-298(LC 12) Max Grav 4=595(LC 1), 2=756(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-837/748, 3-4=-834/773 BOT CHORD 2-5=-493/636, 4-5=-493/636 WEBS 3-5=-82/321 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-10-0, Exterior(2R) 6-10-0 to 12-10-0, Interior(1) 12-10-0 to 13-2-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 4=221, 2=298. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss BH5 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325399 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:15 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-XoLje3cfn6Rf3mOykoh5Xn3cpft49yStCFu9ATzXkik Scale = 1:27.6 1 2 3 4 5 6 8 7 9 10 4x6 1.5x8 STP 1.5x8 STP 4x6 3x4 3x4 2x4 2x4 Special NAILED Special Special NAILED Special 5-0-0 5-0-0 8-8-0 3-8-0 13-8-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 8-8-0 3-8-0 13-8-0 5-0-0 15-2-0 1-6-0 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 17.0 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 0.37 0.40 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.07 0.02 (loc) 2-8 2-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-0 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-73(LC 6) Max Uplift 2=-509(LC 8), 5=-509(LC 9) Max Grav 2=1008(LC 1), 5=1008(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1422/733, 3-4=-1179/677, 4-5=-1422/733 BOT CHORD 2-8=-573/1170, 7-8=-570/1179, 5-7=-571/1170 WEBS 3-8=0/305, 4-7=0/305 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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=509, 5=509. 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) 295 lb down and 276 lb up at 5-0-0, and 295 lb down and 276 lb up at 8-8-0 on top chord, and 129 lb down at 5-0-0, and 129 lb down at 8-7-4 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). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-6=-74, 2-5=-20 Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss BH5 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325399 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:15 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-XoLje3cfn6Rf3mOykoh5Xn3cpft49yStCFu9ATzXkik LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-151(F) 4=-151(F) 8=-59(F) 7=-59(F) 9=-67(F) 10=-26(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 2633609_PINEDO_RES Truss C Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325400 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:17 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-TAST3kdvJjhNI4XKsDjZcC8qcSRydeLAgZNGELzXkii Scale = 1:79.3 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 29 35 36 37 38 39 40 41 42 43 44 45 3x6 1.5x8 STP 1.5x8 STP 5x8 5x8 4x6 3x6 6x12 MT20HS 6x8 3x6 4x6 4x6 5x8 3x4 4x6 4x6 5x8 3x4 6x8 5x8 3x6 5x8 6-0-0 6-0-0 10-5-0 4-5-0 11-1-0 0-8-0 12-1-0 1-0-0 15-9-8 3-8-8 21-5-0 5-7-8 23-6-0 2-1-0 24-7-12 1-1-12 26-0-0 1-4-4 27-0-8 1-0-8 30-0-0 2-11-8 30-11-8 0-11-8 35-10-0 4-10-8 42-10-0 7-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-1-0 6-1-0 15-9-8 3-8-8 21-5-0 5-7-8 23-6-0 2-1-0 24-7-12 1-1-12 27-0-8 2-4-12 30-0-0 2-11-8 30-11-8 0-11-8 35-10-0 4-10-8 42-10-0 7-0-0 44-4-0 1-6-0 0-4-38-2-159-6-150-4-31-0-01-4-02-4-09-6-156.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [10:0-3-0,Edge], [12:0-1-11,Edge], [14:0-3-8,0-3-0], [16:0-5-8,0-3-0], [21:0-6-4,0-3-0], [23:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.95 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 0.33 0.06 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 293 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-13: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-23: 2x4 SP No.1, 25-26,27-28,9-29: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied. Except: 3-4-0 oc bracing: 16-17 3-7-0 oc bracing: 21-23 3-9-0 oc bracing: 17-18 8-5-0 oc bracing: 15-16 WEBS 1 Row at midpt 6-20, 14-16, 8-17, 6-18, 8-18 2 Rows at 1/3 pts 5-20 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)23=0-8-0, 12=0-8-0 Max Horz 23=-194(LC 10) Max Uplift 23=-1652(LC 8), 12=-975(LC 8) Max Grav 23=3054(LC 2), 12=1551(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1504/904, 3-5=-3115/1775, 5-6=-471/679, 6-7=-1175/2085, 7-8=-1175/2085, 8-9=-1688/2881, 9-11=-2137/3428, 11-12=-2520/4101 BOT CHORD 2-24=-712/1528, 21-23=-2952/5124, 5-21=-2666/4501, 20-21=-1529/3145, 18-20=-97/367, 17-18=-2029/1486, 16-17=-2678/1827, 15-16=-323/105, 9-16=-1279/580, 14-15=-357/168, 12-14=-3484/2146 WEBS 3-24=-1019/369, 5-20=-3998/2256, 6-20=-1311/2036, 11-16=-438/881, 11-14=-285/126, 3-21=-897/1785, 14-16=-3171/2007, 8-17=-1887/914, 9-17=-792/1485, 21-24=-642/1410, 6-18=-2477/1371, 7-18=-478/412, 8-18=-617/1073 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 15-9-8, Exterior(2R) 15-9-8 to 24-3-5, Interior(1) 24-3-5 to 27-0-8, Exterior(2R) 27-0-8 to 35-6-5, Interior(1) 35-6-5 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=1652, 12=975.Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325400 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:17 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-TAST3kdvJjhNI4XKsDjZcC8qcSRydeLAgZNGELzXkii 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C1 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325401 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:20 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-ul8chmfoce3y9XGvXLHGEqmK?gR2q0lcMXbwrgzXkif Scale = 1:81.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 33 27 34 35 36 37 38 39 40 41 42 43 44 3x6 1.5x8 STP 1.5x8 STP 5x6 5x8 5x6 5x12 3x6 3x6 6x12 MT20HS 6x8 3x6 4x6 4x10 MT20HS 3x4 4x6 7x10 4x12 6x12 MT20HS 5x12 3x4 5x8 6-0-0 6-0-0 10-5-0 4-5-0 11-1-0 0-8-0 12-1-0 1-0-0 17-9-8 5-8-8 23-6-0 5-8-8 24-7-12 1-1-12 25-0-8 0-4-12 26-0-0 0-11-8 29-6-0 3-6-0 30-11-8 1-5-8 36-5-8 5-6-0 42-6-8 6-1-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-1-0 6-1-0 17-9-8 5-8-8 23-6-0 5-8-8 25-0-8 1-6-8 31-1-8 6-1-0 36-5-8 5-4-0 42-6-8 6-1-0 0-4-39-2-156-2-710-6-156-2-74-11-01-0-01-4-02-4-010-6-156.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-7], [7:0-5-8,0-2-4], [11:0-3-8,0-3-0], [12:Edge,0-1-8], [13:0-6-0,0-2-4], [14:0-5-0,Edge], [19:0-7-4,0-5-0], [21:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.99 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.44 0.40 -0.13 (loc) 13-14 13-14 34 l/defl >857 >940 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 312 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-21,17-19: 2x4 SP No.1, 23-24,25-26,8-27: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP M 31, 5-18: 2x4 SP No.1 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 8-15 2-8-0 oc bracing: 15-16 3-7-0 oc bracing: 19-21 6-11-0 oc bracing: 14-15 WEBS 1 Row at midpt 7-18, 11-13, 13-15, 9-13, 7-16 2 Rows at 1/3 pts 5-18 REACTIONS. (size)21=0-8-0, 34=0-4-8 Max Horz 21=443(LC 9) Max Uplift 21=-1558(LC 8), 34=-835(LC 8) Max Grav 21=3036(LC 2), 34=1362(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1507/908, 3-5=-3192/1825, 5-6=-721/1467, 6-7=-598/1444, 7-8=-1408/2615, 8-9=-1876/3339, 9-10=-1182/2111, 10-11=-1193/2121, 12-33=-271/99, 11-33=-271/99 BOT CHORD 2-22=-717/1532, 21-22=-401/689, 19-21=-2933/5152, 5-19=-2682/4549, 18-19=-1630/3091, 16-18=-2396/1229, 15-16=-3144/1676, 14-15=-375/132, 8-15=-1274/634, 13-14=-500/228, 12-13=-269/180 WEBS 3-22=-1038/419, 3-19=-926/1831, 19-22=-771/1315, 5-18=-4286/2373, 6-18=-414/196, 7-18=-1011/1806, 11-13=-2801/1580, 10-13=-493/405, 13-15=-2789/1562, 9-15=-377/553, 9-13=-902/1631, 7-16=-2004/921, 8-16=-753/1426, 11-34=-1462/2531 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 17-9-8, Exterior(2R) 17-9-8 to 23-9-8, Interior(1) 23-9-8 to 25-0-8, Exterior(2E) 25-0-8 to 31-1-8, Interior(1) 31-1-8 to 41-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Bearing at joint(s) 34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C1 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325401 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:20 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-ul8chmfoce3y9XGvXLHGEqmK?gR2q0lcMXbwrgzXkif NOTES-(11) 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=1558, 34=835. 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C2 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325402 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:22 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-q8GM6Sh28FJgPrQIfmJkJFrg1T8sIvavpr41vZzXkid Scale = 1:86.9 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 27 24 28 29 30 31 32 3x6 1.5x8 STP 1.5x8 STP 6x12 MT20HS 6x12 MT20HS 6x12 MT20HS 3x6 3x6 5x8 6x12 MT20HS 5x8 2x4 2x4 2x4 3x4 2x4 5x8 4x6 7x10 3x8 2x4 5x8 5x8 2x4 2x4 4x6 5x8 6-0-0 6-0-0 10-5-0 4-5-0 11-1-0 0-8-0 12-1-0 1-0-0 19-9-8 7-8-8 23-0-8 3-3-0 23-6-0 0-5-8 29-1-8 5-7-8 30-11-8 1-10-0 35-5-8 4-6-0 42-6-8 7-1-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-1-0 5-1-0 19-9-8 8-8-8 23-0-8 3-3-0 23-6-0 0-5-8 29-1-8 5-7-8 30-11-8 1-10-0 35-5-8 4-6-0 42-6-8 7-1-0 0-4-37-2-710-2-154-2-74-11-03-0-01-0-01-0-010-2-156.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-2-4], [6:0-5-0,0-2-0], [7:0-9-4,0-2-8], [8:0-6-12,0-2-8], [10:Edge,0-4-0], [11:Edge,0-1-8], [13:0-6-12,0-4-0], [18:0-5-12,0-0-0], [20:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.91 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.51 0.47 -0.10 (loc) 14-15 14-15 28 l/defl >737 >812 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 319 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP M 31, 7-8: 2x4 SP No.1, 8-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-20: 2x8 SP 2400F 2.0E, 16-18: 2x6 SP No.2, 22-23: 2x4 SP No.3 11-13: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2, 5-17,7-13: 2x4 SP M 31 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-0-13 oc bracing. Except: 6-0-0 oc bracing: 18-20 8-9-0 oc bracing: 13-14 WEBS 1 Row at midpt 5-17, 6-17, 7-13, 13-15, 7-15, 6-15 2 Rows at 1/3 pts 10-12 REACTIONS. (size)20=0-8-0, 28=0-4-8 Max Horz 20=424(LC 12) Max Uplift 20=-1460(LC 8), 28=-815(LC 8) Max Grav 20=2854(LC 1), 28=1275(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1507/903, 3-5=-2465/1452, 5-6=-808/1757, 6-7=-884/2039, 7-8=-2860/5611, 8-9=-1877/3578, 9-10=-1875/3576, 11-27=-321/118, 10-27=-321/118 BOT CHORD 2-21=-714/1532, 20-21=-714/1532, 18-20=-2498/4321, 5-18=-2388/3802, 17-18=-1366/2382, 15-17=-1953/664, 14-15=-308/52, 13-14=-363/120, 8-13=-1276/1959, 12-13=-5071/2532, 11-12=-365/172 WEBS 3-21=-755/273, 3-20=-604/1251, 5-17=-3836/2124, 6-17=-818/973, 7-13=-4593/2363, 13-15=-2080/899, 8-12=-766/1693, 9-12=-548/408, 10-12=-3798/1978, 7-15=-877/1222, 6-15=-1318/698, 10-28=-1309/2454 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 19-9-8, Exterior(2E) 19-9-8 to 29-1-8, Interior(1) 29-1-8 to 41-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=1460, 28=815.Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C2 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325402 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:22 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-q8GM6Sh28FJgPrQIfmJkJFrg1T8sIvavpr41vZzXkid 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C3 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325403 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:24 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-mXN6X8jIfsZNe9agmBLCOgx1VHqPmp6CH9Z8_RzXkib Scale = 1:92.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 26 23 27 28 29 30 31 32 3x6 1.5x8 STP 1.5x8 STP 6x12 MT20HS 6x12 MT20HS 3x6 3x6 5x6 4x10 MT20HS 4x6 2x4 2x4 2x4 3x4 2x4 5x8 3x8 7x10 10x16 MT20HS 2x4 5x8 2x4 2x4 4x6 3x8 5x8 6-0-0 6-0-0 10-5-0 4-5-0 11-1-0 0-8-0 12-1-0 1-0-0 16-2-2 4-1-2 21-5-0 5-2-14 23-6-0 2-1-0 27-1-8 3-7-8 30-11-8 3-10-0 34-5-8 3-6-0 42-6-8 8-1-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-1-0 5-1-0 16-2-2 5-1-2 21-5-0 5-2-14 27-1-8 5-8-8 30-11-8 3-10-0 34-5-8 3-6-0 42-6-8 8-1-0 0-4-38-2-711-0-115-2-74-11-03-0-01-0-01-0-08-2-76.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-2-4], [8:0-7-0,0-2-12], [10:Edge,0-4-0], [11:Edge,0-1-8], [13:0-7-0,0-4-0], [17:0-3-12,0-0-0], [19:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.90 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.47 0.43 -0.10 (loc) 12-13 12-13 27 l/defl >798 >879 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 317 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-8: 2x4 SP No.1, 8-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-19: 2x8 SP 2400F 2.0E, 21-22: 2x4 SP No.3, 11-13: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 7-13: 2x4 SP M 31, 8-12,10-12: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. Except: 3-4-0 oc bracing: 12-13 6-0-0 oc bracing: 17-19 9-11-0 oc bracing: 13-14 WEBS 1 Row at midpt 7-15, 7-13, 13-15, 8-12, 5-16, 6-16, 6-15 2 Rows at 1/3 pts 10-12 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)19=0-8-0, 27=0-4-8 Max Horz 19=476(LC 12) Max Uplift 19=-1393(LC 8), 27=-785(LC 8) Max Grav 19=3022(LC 2), 27=1330(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1504/900, 3-5=-2471/1469, 5-6=-435/961, 6-7=-864/1811, 7-8=-2319/4442, 8-9=-1715/3116, 9-10=-1714/3115, 11-26=-361/133, 10-26=-361/133 BOT CHORD 2-20=-710/1527, 19-20=-710/1527, 17-19=-2581/4241, 5-17=-2483/3945, 16-17=-1498/2443, 15-16=-1400/351, 13-14=-308/100, 8-13=-1187/1754, 12-13=-4004/2054, 11-12=-318/159 WEBS 3-20=-752/272, 3-19=-662/1270, 7-15=-742/802, 7-13=-3924/2117, 13-15=-1848/764, 8-12=-403/1009, 9-12=-636/469, 10-12=-3398/1858, 5-16=-3729/2241, 6-16=-1259/1803, 6-15=-1292/783, 10-27=-1347/2403 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 21-5-0, Exterior(2E) 21-5-0 to 27-1-8, Interior(1) 27-1-8 to 41-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=1393, 27=785.Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C3 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325403 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:24 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-mXN6X8jIfsZNe9agmBLCOgx1VHqPmp6CH9Z8_RzXkib 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C4 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325404 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:26 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-ivVtxpkZBUq5tSj3ucOgU50Ms5VHElTVkT2F3KzXkiZ Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 3x6 1.5x8 STP 1.5x8 STP 5x6 5x6 3x6 3x8 4x6 2x4 2x4 4x6 3x8 7-0-0 7-0-0 14-0-0 7-0-0 19-6-0 5-6-0 23-4-0 3-10-0 28-10-0 5-6-0 35-10-0 7-0-0 42-10-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 14-0-0 7-0-0 19-6-0 5-6-0 23-4-0 3-10-0 28-10-0 5-6-0 35-10-0 7-0-0 42-10-0 7-0-0 44-4-0 1-6-0 0-4-310-1-30-4-310-1-36.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [6:0-3-0,0-2-0], [7:0-3-0,0-2-0], [11:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 1.00 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.64 0.20 (loc) 14-16 14-16 11 l/defl >999 >793 n/a L/d 240 180 n/a PLATES MT20 Weight: 246 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 15-18: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 5-17, 8-16 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=-235(LC 10) Max Uplift 2=-788(LC 12), 11=-788(LC 13) Max Grav 2=2274(LC 2), 11=2274(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4064/2072, 3-5=-3344/1842, 5-6=-2697/1646, 6-7=-2342/1544, 7-8=-2697/1646, 8-10=-3344/1842, 10-11=-4064/2072 BOT CHORD 2-20=-1645/3545, 19-20=-1645/3545, 17-19=-1231/2901, 16-17=-837/2342, 14-16=-1262/2900, 13-14=-1676/3510, 11-13=-1676/3510 WEBS 3-20=0/296, 3-19=-722/464, 5-19=-184/618, 5-17=-1001/691, 6-17=-466/899, 7-16=-466/899, 8-16=-1001/691, 8-14=-184/618, 10-14=-723/464, 10-13=0/296 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 19-6-0, Exterior(2E) 19-6-0 to 23-4-0, Exterior(2R) 23-4-0 to 31-9-13, Interior(1) 31-9-13 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=788, 11=788. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C5 Truss Type Common Qty 3 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325405 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:27 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-A63F99lBynyyVcIFRJvv0JZWkUsGzA_ez7oobmzXkiY Scale = 1:75.1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 3x6 1.5x8 STP 1.5x8 STP 5x6 3x6 3x8 4x6 4x6 3x4 3x4 2x4 4x6 3x4 3x4 2x4 4x6 3x8 8-10-11 8-10-11 17-2-14 8-4-3 25-7-2 8-4-3 33-11-5 8-4-3 42-10-0 8-10-11 -1-6-0 1-6-0 7-6-0 7-6-0 14-5-8 6-11-8 21-5-0 6-11-8 28-4-8 6-11-8 35-4-0 6-11-8 42-10-0 7-6-0 44-4-0 1-6-0 0-4-311-0-110-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-1-8], [10:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.89 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.59 0.18 (loc) 14-15 14-15 10 l/defl >999 >858 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. WEBS 1 Row at midpt 6-14, 6-15 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=256(LC 11) Max Uplift 2=-804(LC 12), 10=-804(LC 13) Max Grav 2=2305(LC 2), 10=2305(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4068/2049, 3-5=-3892/2120, 5-6=-3022/1825, 6-7=-3022/1825, 7-9=-3892/2120, 9-10=-4068/2049 BOT CHORD 2-17=-1616/3630, 15-17=-1224/2965, 14-15=-721/2219, 12-14=-1232/2887, 10-12=-1625/3513 WEBS 6-14=-682/1233, 7-14=-838/737, 7-12=-427/874, 9-12=-416/414, 6-15=-682/1233, 5-15=-838/737, 5-17=-427/874, 3-17=-416/414 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 21-5-0, Exterior(2R) 21-5-0 to 27-5-0, Interior(1) 27-5-0 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=804, 10=804. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C6 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325406 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:30 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-bhlOnBn3FiKXM41q7SScexB2qisaAYe5f50SC5zXkiV Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 3x6 1.5x8 STP 5x6 5x12 5x12 3x4 3x6 3x4 5x6 4x6 4x6 3x6 5x6 3x6 4x6 3x4 3x8 5x6 7x10 2x4 5x8 5x8 7-8-0 7-8-0 7-10-13 0-2-13 11-6-0 3-7-3 12-1-0 0-7-0 21-5-0 9-4-0 23-6-0 2-1-0 24-4-0 0-10-0 31-7-0 7-3-0 36-10-0 5-3-0 42-6-8 5-8-8 -1-6-0 1-6-0 7-8-0 7-8-0 12-1-0 4-5-0 16-4-10 4-3-10 21-5-0 5-0-6 23-6-0 2-1-0 31-7-0 8-1-0 36-10-0 5-3-0 42-6-8 5-8-8 0-4-35-11-1111-0-115-11-114-11-01-0-06.00 12 Plate Offsets (X,Y)-- [11:0-3-8,0-3-0], [16:0-3-0,0-0-0], [18:0-7-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.98 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.71 0.15 (loc) 19-20 19-20 25 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 Weight: 292 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-22,8-16: 2x4 SP No.3, 18-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.1 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-3-0 oc bracing: 20-22 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 6-20, 7-19, 8-19, 15-18, 9-18, 9-13, 11-13 REACTIONS.All bearings 7-10-13 except (jt=length) 25=0-4-8. (lb) - Max Horz 2=479(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-356(LC 26), 23=-1033(LC 12), 25=-582(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2 except 23=3158(LC 19), 23=2830(LC 1), 25=1538(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1263/1810, 3-5=-413/433, 5-6=-479/558, 6-7=-1427/1069, 7-8=-1412/1102, 8-9=-1833/1167, 9-10=-1313/834, 10-11=-1313/834 BOT CHORD 2-23=-1408/640, 22-23=-1408/640, 20-22=-1552/897, 19-20=-740/1019, 18-19=-949/1546, 8-18=-356/710, 15-16=-31/263, 13-15=-1150/2028 WEBS 3-23=-2883/1805, 3-22=-1223/2210, 6-20=-1425/879, 6-19=-32/433, 7-19=-792/1020, 8-19=-1015/851, 15-18=-1139/1789, 9-18=-580/382, 9-13=-1052/604, 10-13=-461/337, 11-13=-964/1796, 11-25=-1694/933 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 21-5-0, Exterior(2R) 21-5-0 to 27-5-0, Interior(1) 27-5-0 to 41-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left 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) 25 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 356 lb uplift at joint 2, 1033 lb uplift at joint 23 and 582 lb uplift at joint 25. Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C6 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325406 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:30 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-bhlOnBn3FiKXM41q7SScexB2qisaAYe5f50SC5zXkiV 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C7 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325407 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:32 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-X3s8CtpKnKaFbNBDEsV4jMGO1VZ4eRnN6OVZG_zXkiT Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 30 25 31 32 33 34 35 3x6 1.5x8 STP 5x6 10x16 MT20HS 8x12 3x4 3x6 5x6 5x12 5x8 3x4 6x8 4x6 3x6 3x6 4x12 7x10 6x8 5x6 5x8 5x8 6-0-0 6-0-0 8-10-12 2-10-12 9-10-1 0-11-5 12-1-0 2-2-15 15-6-11 3-5-10 21-5-0 5-10-6 23-6-0 2-1-0 24-6-0 1-0-0 27-6-0 3-0-0 29-7-0 2-1-0 30-11-8 1-4-8 35-8-4 4-8-12 42-6-8 6-10-4 -1-6-0 1-6-0 6-0-0 6-0-0 12-1-0 6-1-0 15-6-11 3-5-10 21-5-0 5-10-6 23-6-0 2-1-0 25-4-4 1-10-4 29-7-0 4-2-12 30-11-8 1-4-8 35-8-4 4-8-12 42-6-8 6-10-4 0-4-36-11-1111-0-113-11-114-11-03-0-01-0-01-0-06-11-116.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-2-4], [11:0-3-8,0-5-4], [12:Edge,0-1-8], [14:0-6-0,0-3-0], [16:0-4-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.91 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.51 0.46 -0.10 (loc) 13-14 13-14 31 l/defl >770 >855 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 331 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP No.1, 9-11: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except* 5-21: 2x8 SP 2400F 2.0E, 23-24: 2x4 SP No.3, 12-14: 2x4 SP M 31 15-17: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-10-10 oc bracing. Except: 6-0-0 oc bracing: 19-21 7-2-0 oc bracing: 14-15 WEBS 1 Row at midpt 7-16, 6-16, 14-16, 8-16 2 Rows at 1/3 pts 5-18, 11-13, 8-14 REACTIONS. (size)21=0-11-5, 31=0-4-8 Max Horz 21=430(LC 12) Max Uplift 21=-1350(LC 8), 31=-833(LC 8) Max Grav 21=2949(LC 2), 31=1425(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1509/904, 3-5=-2265/1326, 5-6=-742/1572, 6-7=-1166/2302, 7-8=-1137/2376, 8-9=-3305/6195, 9-10=-2234/4025, 10-11=-2231/4022, 12-30=-309/114, 11-30=-309/114 BOT CHORD 2-22=-714/1534, 21-22=-714/1534, 19-21=-2476/4205, 5-19=-2367/3873, 18-19=-1349/2054, 16-18=-1882/619, 15-16=-424/113, 14-15=-461/149, 9-14=-1309/2113, 13-14=-5654/2995, 12-13=-364/176 WEBS 3-22=-738/263, 3-21=-594/1155, 5-18=-3915/2290, 6-18=-1071/1517, 9-13=-886/1828, 10-13=-555/424, 11-13=-4268/2359, 7-16=-1758/740, 6-16=-1001/561, 14-16=-2990/1484, 8-14=-4340/2328, 8-16=-1317/2344, 11-31=-1464/2606 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 21-5-0, Exterior(2R) 21-5-0 to 27-5-0, Interior(1) 27-5-0 to 41-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Bearing at joint(s) 31 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C7 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325407 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:32 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-X3s8CtpKnKaFbNBDEsV4jMGO1VZ4eRnN6OVZG_zXkiT NOTES-(11) 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1350 lb uplift at joint 21 and 833 lb uplift at joint 31. 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C8 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325408 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:34 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-TS_udYqaJxqzrhLbMHXYonLk1JEl6KZgai_gLszXkiR Scale = 1:92.9 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 27 24 28 29 30 31 32 33 3x6 1.5x8 STP 1.5x8 STP 6x12 MT20HS 6x12 MT20HS 3x6 3x6 5x6 4x10 MT20HS 3x6 2x4 2x4 2x4 3x4 2x4 5x8 4x6 3x8 2x4 5x8 3x8 5x12 10x16 MT20HS 2x4 2x4 4x6 5x8 6-0-0 6-0-0 10-5-0 4-5-0 11-1-0 0-8-0 12-1-0 1-0-0 16-2-2 4-1-2 21-5-0 5-2-14 23-6-0 2-1-0 27-7-0 4-1-0 30-11-8 3-4-8 34-8-4 3-8-12 42-6-8 7-10-4 -1-6-0 1-6-0 6-0-0 6-0-0 12-1-0 6-1-0 16-2-2 4-1-2 21-5-0 5-2-14 23-6-0 2-1-0 27-7-0 4-1-0 34-8-4 7-1-4 42-6-8 7-10-4 0-4-37-11-1111-0-114-11-114-11-03-0-01-0-01-0-07-11-116.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-2-4], [8:0-6-4,0-2-8], [10:Edge,0-4-0], [11:Edge,0-1-8], [13:0-6-12,0-2-12], [18:0-3-12,0-0-0], [20:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.90 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 0.42 -0.09 (loc) 12-13 12-13 28 l/defl >826 >911 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 315 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-8: 2x4 SP No.1, 8-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-20: 2x8 SP 2400F 2.0E, 22-23: 2x4 SP No.3, 11-13: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 8-12,10-12: 2x4 SP No.2, 7-13: 2x4 SP M 31 OTHERS 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-9 oc bracing. Except: 6-0-0 oc bracing: 18-20 9-3-0 oc bracing: 13-14 WEBS 1 Row at midpt 5-17, 6-17, 6-15, 7-15, 8-12, 13-15, 7-13 2 Rows at 1/3 pts 10-12 REACTIONS. (size)20=0-8-0, 28=0-4-8 Max Horz 20=468(LC 12) Max Uplift 20=-1397(LC 8), 28=-784(LC 8) Max Grav 20=3022(LC 2), 28=1330(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1504/900, 3-5=-2471/1468, 5-6=-434/959, 6-7=-865/1818, 7-8=-2355/4462, 8-9=-1761/3190, 9-10=-1760/3189, 11-27=-352/129, 10-27=-352/129 BOT CHORD 2-21=-710/1527, 20-21=-710/1527, 18-20=-2581/4250, 5-18=-2482/3951, 17-18=-1498/2447, 15-17=-1373/350, 13-14=-338/110, 8-13=-1228/1823, 12-13=-4027/2076, 11-12=-326/161 WEBS 3-21=-753/272, 3-20=-662/1270, 5-17=-3734/2239, 6-17=-1259/1817, 6-15=-1310/788, 7-15=-700/706, 8-12=-377/929, 9-12=-613/451, 10-12=-3459/1897, 13-15=-1779/740, 7-13=-3822/2086, 10-28=-1349/2402 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 21-5-0, Exterior(2E) 21-5-0 to 27-7-0, Interior(1) 27-7-0 to 41-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1397 lb uplift at joint 20 and 784 lb uplift at joint 28. Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss C8 Truss Type Roof Special Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325408 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:34 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-TS_udYqaJxqzrhLbMHXYonLk1JEl6KZgai_gLszXkiR 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CGR Truss Type HIP GIRDER Qty 1 Ply 3 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325409 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:38 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-MDEPTwt4MAKOJIeMb7bUzdWPLwi12AVGVKytUdzXkiN Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 1321222324252627282930313233343536373839 40 41 42 43 4x6 1.5x8 STP 1.5x8 STP 5x6 4x6 6x12 MT20HS 4x10 MT20HS 3x6 3x8 6x8 3x8 7x10 5x8 7x10 3x8 6x8 3x6 3x8 4x10 MT20HS 6x12 MT20HS HHUS26-2 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS26 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 6-2-5 6-2-5 11-10-3 5-7-13 17-6-0 5-7-13 25-4-0 7-10-0 30-11-13 5-7-13 36-7-11 5-7-13 42-10-0 6-2-5 -1-6-0 1-6-0 6-2-5 6-2-5 11-10-3 5-7-13 17-6-0 5-7-13 25-4-0 7-10-0 30-11-13 5-7-13 36-7-11 5-7-13 42-10-0 6-2-5 44-4-0 1-6-0 0-4-39-1-30-4-39-1-36.00 12 Plate Offsets (X,Y)-- [2:0-4-6,Edge], [4:0-3-0,Edge], [6:0-5-12,0-2-12], [7:0-4-0,0-2-8], [9:0-3-0,Edge], [11:0-4-6,Edge], [14:0-3-8,0-3-12], [16:0-5-0,0-4-8], [17:0-3-8,0-4-12], [19:0-3-8,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.56 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.71 0.19 (loc) 16-17 16-17 11 l/defl >999 >712 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 852 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6,7-9: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=212(LC 26) Max Uplift 2=-5090(LC 8), 11=-5018(LC 9) Max Grav 2=12487(LC 1), 11=12537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-22806/9917, 3-5=-19460/8602, 5-6=-16224/7269, 6-7=-14261/6463, 7-8=-15919/7101, 8-10=-19269/8392, 10-11=-22762/9475 BOT CHORD 2-20=-8862/20172, 19-20=-8862/20172, 17-19=-7598/17324, 16-17=-6183/14309, 14-16=-7214/17153, 13-14=-8273/20131, 11-13=-8273/20131 WEBS 3-20=-1145/2924, 3-19=-3248/1437, 5-19=-1760/4202, 5-17=-4272/1991, 6-17=-3166/6783, 6-16=-262/208, 7-16=-2972/6584, 8-16=-4346/1884, 8-14=-1630/4245, 10-14=-3394/1204, 10-13=-926/3065 NOTES-(15) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CGR Truss Type HIP GIRDER Qty 1 Ply 3 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325409 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:38 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-MDEPTwt4MAKOJIeMb7bUzdWPLwi12AVGVKytUdzXkiN NOTES-(15) 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5090 lb uplift at joint 2 and 5018 lb uplift at joint 11. 11) Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 1-1-8 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie LUS24 (4-SD9112 Girder, 2-SD9212 Truss, Single Ply Girder) or equivalent spaced at 3-1-8 oc max. starting at 3-0-12 from the left end to 42-2-4 to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 15-0-12 from the left end to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-74, 6-7=-74, 7-12=-74, 2-11=-20 Concentrated Loads (lb) Vert: 21=-1222(B) 22=-916(B) 23=-916(B) 24=-916(B) 25=-919(B) 26=-916(B) 27=-916(B) 28=-916(B) 29=-923(B) 30=-916(B) 31=-916(B) 33=-916(B) 34=-916(B) 35=-915(B) 36=-916(B) 37=-916(B) 38=-916(B) 39=-924(B) 40=-1001(B) 41=-1001(B) 42=-1001(B) 43=-968(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 2633609_PINEDO_RES Truss CH7 Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325410 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:02 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-frgUV7A8jYM_C_T_?A16xhVWWbnng?Lo03m9KEzXki? Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 1426 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 5x6 1.5x8 STP 4x6 6x12 MT20HS 3x6 6x8 6x12 MT20HS 3x6 3x6 3x4 3x4 6x12 MT20HS 5x12 5x8 3x8 3x6 8x14 MT20HS 5x6 4x12 7x10 4x6 4x10 MT20HS 8x14 MT20HS NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILEDNAILED NAILED 4-6-0 4-6-0 5-3-0 0-9-0 7-2-0 1-11-0 8-2-0 1-0-0 14-0-4 5-10-4 21-6-0 7-5-12 22-6-0 1-0-0 27-10-8 5-4-8 33-3-0 5-4-8 34-3-0 1-0-0 39-2-8 4-11-8 40-2-8 1-0-0 42-10-0 2-7-8 -1-6-0 1-6-0 4-4-0 4-4-0 5-3-0 0-11-0 14-0-4 8-9-4 22-6-0 8-5-12 27-10-8 5-4-8 33-3-0 5-4-8 34-3-0 1-0-0 38-6-0 4-3-0 40-2-8 1-8-8 42-10-0 2-7-8 0-4-32-6-33-10-31-8-31-4-03-10-36.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-0], [4:0-5-0,0-3-0], [6:0-3-0,Edge], [8:0-5-0,Edge], [11:0-10-0,0-2-8], [15:0-4-0,Edge], [15:0-2-4,0-2-8], [16:0-5-12,0-2-8], [17:0-5-4,0-3-0], [18:0-2-8,Edge], [20:0-2-8,Edge], [21:0-10-12,0-4-12], [27:0-2-0,0-2-0], [28:0-2-0,0-0-15], [29:0-2-0,0-2-4], [30:0-2-0,0-0-12], [31:0-2-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.85 1.00 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 1.08 -1.19 0.24 (loc) 21-22 21-22 14 l/defl >416 >375 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 500 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-3,11-13: 2x4 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 2-25,23-24,18-20,14-15,7-20: 2x4 SP No.2, 16-17: 2x4 SP No.1 21-23: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 4-22,7-22: 2x4 SP No.1, 12-15: 2x8 SP 2400F 2.0E 19-21,17-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals. Except: 10-0-0 oc bracing: 17-18 BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 20-21 WEBS 1 Row at midpt 4-22, 7-22 REACTIONS. (size)25=0-8-0, 14=Mechanical Max Horz 25=155(LC 5) Max Uplift 25=-3061(LC 4), 14=-2314(LC 4) Max Grav 25=4530(LC 1), 14=3193(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-404/1219, 3-4=-315/1194, 4-5=-8759/6688, 5-7=-8759/6688, 7-9=-12899/9724, 9-10=-9398/6990, 10-11=-9596/7132, 11-12=-4816/3513, 12-13=-2991/2188, 10-17=-761/602, 13-14=-3152/2265 BOT CHORD 2-25=-1004/426, 4-25=-3816/2867, 22-24=-955/268, 21-22=-9948/13272, 19-20=-436/645, 18-19=-389/534, 16-17=-3483/4866, 7-21=-221/559 WEBS 3-25=-459/82, 4-22=-7169/9886, 5-22=-1269/980, 7-22=-4764/3456, 9-19=-3107/2335, 11-17=-3885/5230, 11-16=-936/682, 15-16=-1682/1191, 12-16=-848/546, 13-15=-2193/3049, 19-21=-6023/8160, 17-19=-6032/8220, 9-21=-3585/4716, 9-17=-587/892 NOTES-(14) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left 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) All plates are MT20 plates unless otherwise indicated. Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CH7 Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325410 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:02 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-frgUV7A8jYM_C_T_?A16xhVWWbnng?Lo03m9KEzXki? NOTES-(14) 8) All plates are 2x4 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3061 lb uplift at joint 25 and 2314 lb uplift at joint 14. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 14) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-10=-74, 10-11=-74, 11-13=-74, 2-25=-20, 21-24=-20, 18-20=-20, 16-17=-20, 14-15=-20 Concentrated Loads (lb) Vert: 3=-128(F) 6=-144(F) 2=-88(F) 22=-52(F) 5=-144(F) 9=-138(F) 19=-58(F) 32=-59(F) 33=49(F) 34=-144(F) 35=-144(F) 36=-144(F) 37=-144(F) 38=-144(F) 39=-144(F) 40=-138(F) 41=-138(F) 42=-138(F) 43=-138(F) 44=-144(F) 45=-144(F) 46=-144(F) 47=-42(F) 48=-10(F) 49=-137(F) 50=-71(F) 51=-52(F) 52=-52(F) 53=-52(F) 54=-52(F) 55=-52(F) 56=-52(F) 57=-58(F) 58=-58(F) 59=-58(F) 60=-58(F) 61=-52(F) 62=-52(F) 63=-52(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 2633609_PINEDO_RES Truss CH9 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325411 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:11 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-uZjuOCHnbJUjnNgi0ZhEoaN4jEsqH3q74zS77DzXkhs Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121 26 27 28 29 10x16 MT20HS 1.5x8 STP 6x12 MT20HS 10x16 MT20HS 3x6 5x8 3x8 2x4 2x4 2x4 5x8 2x4 4x10 MT20HS 2x4 3x6 6x12 MT20HS 3x6 6x8 7x10 4x6 6x12 MT20HS 6x8 5x6 6x8 6x8 2x4 4-6-0 4-6-0 4-10-0 0-4-0 5-3-0 0-5-0 5-10-8 0-7-8 6-4-0 0-5-8 7-3-4 0-11-4 8-8-4 1-5-0 14-5-0 5-8-12 21-6-0 7-1-0 22-6-0 1-0-0 29-7-12 7-1-12 36-6-0 6-10-4 42-10-0 6-4-0 -1-6-0 1-6-0 5-3-0 5-3-0 6-4-0 1-1-0 8-8-4 2-4-4 14-5-0 5-8-12 21-6-0 7-1-0 22-6-0 1-0-0 29-7-12 7-1-12 36-6-0 6-10-4 42-10-0 6-4-0 0-4-33-6-34-10-31-8-31-4-04-10-36.00 12 8.49 12 12.00 12 Plate Offsets (X,Y)-- [4:1-0-4,0-2-8], [9:1-1-12,0-3-4], [10:Edge,0-1-12], [11:Edge,0-3-8], [12:0-3-8,0-3-0], [14:0-6-0,0-1-8], [15:0-6-8,Edge], [15:0-2-0,0-4-0], [16:0-6-0,0-5-0], [17:0-4-8,0-3-0], [19:0-3-8,0-4-4], [19:0-9-4,0-4-4], [20:0-3-0,0-3-0], [23:0-2-0,0-1-7], [24:0-2-0,0-1-0], [25:0-2-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.94 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.77 0.69 -0.14 (loc) 14-15 14-15 11 l/defl >593 >659 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 309 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 1-4: 2x4 SP No.2, 9-10: 2x4 SP No.1 BOT CHORD 2x4 SP No.3 *Except* 2-19,13-15,11-13: 2x4 SP No.2, 4-21,18-19: 2x6 SP No.2 16-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-17,7-17: 2x4 SP M 31, 14-16: 2x4 SP No.1, 10-11,4-20: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 15-16 WEBS 1 Row at midpt 7-17, 10-12, 8-16 2 Rows at 1/3 pts 4-17, 14-16, 9-14 REACTIONS. (size)11=Mechanical, 20=0-8-0 Max Horz 20=159(LC 11) Max Uplift 11=-1397(LC 8), 20=-1715(LC 8) Max Grav 11=1764(LC 24), 20=2384(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1256/751, 3-4=-1032/646, 4-5=-3849/6864, 5-7=-3846/6861, 7-8=-5074/9137, 8-9=-3484/6544, 9-10=-2410/4439, 10-11=-1706/3022 BOT CHORD 2-20=-598/1285, 19-20=-948/602, 17-19=-1120/684, 16-17=-9263/5119, 14-15=-419/254, 12-14=-3912/2087, 11-12=-283/135, 15-16=-351/129, 7-16=-617/176 WEBS 4-17=-6356/3482, 5-17=-686/574, 7-17=-1418/2561, 14-16=-6032/3273, 8-14=-1313/1732, 9-14=-2929/1691, 9-12=-333/217, 10-12=-3730/1997, 8-16=-2901/1753, 3-20=-348/495, 4-20=-2055/3716 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-7-12, Interior(1) 4-7-12 to 6-4-0, Exterior(2R) 6-4-0 to 14-9-13, Interior(1) 14-9-13 to 36-6-0, Exterior(2E) 36-6-0 to 42-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1397 lb uplift at joint 11 and 1715 lb uplift at joint 20. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CH11 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325412 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:40 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-IcLAtcvLuna6ZcoliYey22blvkG5W3ZZyeR_YWzXkiL Scale = 1:77.2 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 30 31 32 33 34 35 36 6x12 MT20HS 1.5x8 STP 4x10 MT20HS 6x12 MT20HS 3x6 5x6 4x10 MT20HS 3x4 3x4 6x8 4x10 MT20HS 4x12 5x6 8x10 5x8 5x8 3x8 MT20HS 7x10 5-6-12 5-6-12 6-8-4 1-1-8 8-0-8 1-4-4 9-3-4 1-2-12 10-8-4 1-5-0 15-5-0 4-8-12 21-6-0 6-1-0 22-6-0 1-0-0 26-3-0 3-9-0 30-0-0 3-9-0 30-11-8 0-11-8 34-6-0 3-6-8 42-10-0 8-4-0 -1-6-0 1-6-0 6-8-4 6-8-4 8-4-0 1-7-12 10-8-4 2-4-4 15-5-0 4-8-12 21-6-0 6-1-0 22-6-0 1-0-0 26-3-0 3-9-0 30-0-0 3-9-0 34-6-0 4-6-0 42-10-0 8-4-0 44-4-0 1-6-0 0-4-34-6-35-10-30-4-35-10-36.00 12 8.49 12 12.00 12 Plate Offsets (X,Y)-- [4:0-9-4,0-2-8], [10:0-8-12,0-2-12], [11:0-3-8,0-2-0], [14:0-2-8,0-3-0], [18:0-2-8,Edge], [19:0-6-8,0-4-12], [21:0-6-8,Edge], [26:0-2-0,0-1-7], [27:0-2-0,0-1-0] , [28:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.97 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.66 0.59 -0.14 (loc) 19-20 19-20 11 l/defl >668 >744 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 289 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6,6-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 2-22,15-18: 2x4 SP No.2, 19-21: 2x4 SP M 31, 11-14: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-20,7-20: 2x4 SP No.1, 14-17,3-23,17-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins. BOT CHORD Rigid ceiling directly applied. Except: 6-9-0 oc bracing: 21-22 9-7-0 oc bracing: 14-16 WEBS 1 Row at midpt 7-20, 14-17, 10-14, 8-17, 17-19, 8-19 2 Rows at 1/3 pts 4-20 REACTIONS. (size)11=0-8-0, 23=0-11-5 Max Horz 23=125(LC 8) Max Uplift 11=-1330(LC 8), 23=-1696(LC 8) Max Grav 11=1833(LC 24), 23=2469(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1490/894, 3-4=-591/873, 4-5=-2541/4491, 5-7=-2540/4490, 7-8=-3456/6229, 8-9=-3354/6138, 9-10=-3366/6159, 10-11=-3106/5442 BOT CHORD 2-23=-702/1510, 22-23=-702/1024, 21-22=-390/127, 4-22=-1377/2212, 20-21=-942/553, 19-20=-6359/3486, 16-17=-397/141, 9-14=-307/211, 13-14=-4538/2628, 11-13=-4573/2636, 7-19=-860/309 WEBS 4-20=-4437/2412, 5-20=-608/529, 7-20=-1157/2109, 14-17=-4841/2785, 8-14=-1660/936, 10-14=-1642/1048, 10-13=-1039/355, 3-22=-3031/1681, 3-23=-2268/3859, 8-17=-1830/2947, 17-19=-5153/2774, 8-19=-1882/1125 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 8-4-0, Exterior(2R) 8-4-0 to 16-9-13, Interior(1) 16-9-13 to 34-6-0, Exterior(2R) 34-6-0 to 42-11-13, Interior(1) 42-11-13 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 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 1330 lb uplift at joint 11 and 1696 lb uplift at joint 23. Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CH11 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325412 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:40 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-IcLAtcvLuna6ZcoliYey22blvkG5W3ZZyeR_YWzXkiL 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CH13 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325413 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:42 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-E_TwIHxbQOrqowy8qzgQ7Tg9OX_R_yesQyw5dPzXkiJ Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 32 33 34 35 36 37 38 39 40 41 42 43 8x14 MT20HS 1.5x8 STP 5x8 7x10 3x6 4x6 3x4 6x8 5x8 7x10 5x8 3x4 3x4 7x10 5x6 5x8 6x8 5-0-0 5-0-0 7-6-12 2-6-12 8-8-4 1-1-8 10-0-8 1-4-4 11-3-4 1-2-12 12-8-4 1-5-0 16-5-0 3-8-12 21-6-0 5-1-0 22-6-0 1-0-0 26-3-0 3-9-0 30-0-0 3-9-0 30-11-8 0-11-8 35-10-0 4-10-8 42-10-0 7-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 8-8-4 3-8-4 10-4-0 1-7-12 12-8-4 2-4-4 16-5-0 3-8-12 21-6-0 5-1-0 22-6-0 1-0-0 26-3-0 3-9-0 30-0-0 3-9-0 32-6-0 2-6-0 35-10-0 3-4-0 42-10-0 7-0-0 44-4-0 1-6-0 0-4-35-6-36-10-30-4-36-10-36.00 12 8.49 12 12.00 12 Plate Offsets (X,Y)-- [4:0-10-12,0-2-12], [12:0-1-11,Edge], [15:0-2-8,0-3-0], [19:0-2-8,Edge], [20:0-6-4,0-4-0], [28:0-2-0,0-1-7], [29:0-2-0,0-1-0], [30:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.85 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.42 0.37 -0.12 (loc) 20-21 20-21 12 l/defl >995 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 301 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6,6-10: 2x6 SP No.2 BOT CHORD 2x4 SP No.3 *Except* 2-23,16-19: 2x4 SP No.2, 20-22,12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-24: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 8-6-0 oc bracing: 22-23 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 15-18, 10-14, 7-21, 8-18, 18-20, 4-24 2 Rows at 1/3 pts 4-21 REACTIONS. (size)12=0-8-0, 24=0-11-5 Max Horz 24=132(LC 11) Max Uplift 12=-1202(LC 8), 24=-1716(LC 8) Max Grav 12=1711(LC 24), 24=2612(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1354/797, 3-4=-1956/1213, 4-5=-1627/2832, 5-7=-1626/2830, 7-8=-2348/4245, 8-9=-2367/4367, 9-10=-2378/4392, 10-11=-2771/5122, 11-12=-2850/4935 BOT CHORD 2-25=-625/1372, 24-25=-625/1372, 23-24=-345/257, 22-23=-326/106, 4-23=-402/128, 21-22=-339/262, 20-21=-4274/2363, 14-15=-3418/2096, 12-14=-4203/2417, 7-20=-1016/384 WEBS 15-18=-3554/2078, 8-15=-1109/634, 10-15=-1156/623, 10-14=-1515/598, 11-14=-371/382, 3-25=-541/175, 3-24=-513/1075, 4-21=-3573/1908, 5-21=-515/444, 7-21=-1049/1919, 8-18=-1294/1927, 18-20=-3744/2042, 8-20=-897/605, 4-24=-2407/4333 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 10-4-0, Exterior(2R) 10-4-0 to 18-9-13, Interior(1) 18-9-13 to 32-6-0, Exterior(2R) 32-6-0 to 40-11-13, Interior(1) 40-11-13 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 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 1202 lb uplift at joint 12 and 1716 lb uplift at joint 24.Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CH13 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325413 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:42 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-E_TwIHxbQOrqowy8qzgQ7Tg9OX_R_yesQyw5dPzXkiJ 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CH15 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325414 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:44 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-BNbgjzyry05Y1D5WxOiuCumQDLh1Suq8tGPChHzXkiH Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 32 33 34 7x10 1.5x8 STP 5x8 3x6 4x10 MT20HS 3x4 8x10 5x8 3x4 3x4 6x12 MT20HS 3x12 MT20HS 5x8 6-0-0 6-0-0 9-6-12 3-6-12 10-0-7 0-5-10 12-4-0 2-3-9 21-5-0 9-1-0 24-7-12 3-2-12 27-9-10 3-1-14 30-6-0 2-8-6 30-11-8 0-5-8 35-10-0 4-10-8 42-10-0 7-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-4-0 6-4-0 21-5-0 9-1-0 24-7-12 3-2-12 30-6-0 5-10-4 30-11-8 0-5-8 35-10-0 4-10-8 42-10-0 7-0-0 44-4-0 1-6-0 0-4-36-6-37-10-30-4-37-10-36.00 12 Plate Offsets (X,Y)-- [4:0-7-12,0-3-4], [7:0-7-0,0-3-0], [9:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.78 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.64 0.59 -0.06 (loc) 12-14 12-14 9 l/defl >612 >665 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 258 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6,6-7: 2x6 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 19-20: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-17: 2x4 SP No.2, 7-14,4-14: 2x4 SP M 31 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-7 oc bracing. Except: 3-11-0 oc bracing: 12-14 WEBS 1 Row at midpt 4-17, 7-12, 7-14 2 Rows at 1/3 pts 4-14 REACTIONS. (size)17=0-11-5, 9=0-8-0 Max Horz 17=154(LC 11) Max Uplift 17=-1741(LC 8), 9=-1077(LC 8) Max Grav 17=2955(LC 2), 9=1643(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1500/892, 3-4=-2336/1441, 4-5=-1702/2857, 5-7=-1702/2857, 7-8=-2143/3556, 8-9=-2697/4341 BOT CHORD 2-18=-695/1519, 17-18=-695/1519, 16-17=-364/821, 14-16=-367/843, 12-14=-2705/1831, 11-12=-3689/2299, 9-11=-3689/2299 WEBS 3-18=-710/242, 3-17=-668/1334, 4-17=-2712/4744, 5-14=-805/649, 8-12=-610/1201, 8-11=-716/232, 7-12=-1488/648, 7-14=-367/533, 4-16=-928/382, 4-14=-3704/2144 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 12-4-0, Exterior(2R) 12-4-0 to 20-9-13, Interior(1) 20-9-13 to 30-6-0, Exterior(2R) 30-6-0 to 38-11-13, Interior(1) 38-11-13 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1741 lb uplift at joint 17 and 1077 lb uplift at joint 9. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CH17 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325415 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:16:46 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-7miR8f_6UdLGHXFv3plMHJrnJ9J3wn7RKauImAzXkiF Scale = 1:79.3 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 28 34 35 36 37 38 39 40 41 42 43 44 45 46 3x6 1.5x8 STP 1.5x8 STP 5x8 6x12 MT20HS 4x6 3x6 6x12 MT20HS 6x8 3x6 4x6 5x8 3x4 4x6 5x6 5x8 3x4 6x8 5x8 5x8 6-0-0 6-0-0 10-5-0 4-5-0 11-1-0 0-8-0 12-1-0 1-0-0 14-4-0 2-3-0 21-6-12 7-2-12 23-6-0 1-11-4 24-7-12 1-1-12 26-0-0 1-4-4 30-0-0 4-0-0 30-11-8 0-11-8 35-10-0 4-10-8 42-10-0 7-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-1-0 6-1-0 14-4-0 2-3-0 21-6-12 7-2-12 23-6-0 1-11-4 24-7-12 1-1-12 28-6-0 3-10-4 30-0-0 1-6-0 30-11-8 0-11-8 35-10-0 4-10-8 42-10-0 7-0-0 44-4-0 1-6-0 0-4-37-6-38-10-30-4-31-0-01-4-02-4-08-10-36.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-8-8,0-1-12], [10:0-3-0,Edge], [12:0-1-11,Edge], [14:0-3-8,0-3-0], [16:0-2-12,0-3-4], [20:0-6-0,0-2-12], [22:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 1.00 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.63 0.58 0.06 (loc) 16-17 16-17 12 l/defl >600 >656 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 281 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-13: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-22: 2x4 SP No.1, 24-25,26-27,9-28: 2x4 SP No.3 16-18: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 6-17,8-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied. Except: 3-7-0 oc bracing: 20-22 4-2-0 oc bracing: 16-17 7-11-0 oc bracing: 15-16 WEBS 1 Row at midpt 5-19, 6-19, 14-16, 8-17, 8-16 2 Rows at 1/3 pts 6-17 REACTIONS. (size)22=0-8-0, 12=0-8-0 Max Horz 22=-178(LC 10) Max Uplift 22=-1706(LC 8), 12=-999(LC 8) Max Grav 22=3061(LC 2), 12=1561(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1502/902, 3-5=-3131/1780, 5-6=-252/382, 6-7=-1393/2359, 7-8=-1392/2360, 8-9=-2116/3606, 9-11=-2181/3481, 11-12=-2543/4098 BOT CHORD 2-23=-709/1525, 20-22=-2958/5120, 5-20=-2705/4622, 19-20=-1547/3180, 17-19=-319/770, 16-17=-2277/1664, 15-16=-321/105, 9-16=-270/341, 12-14=-3482/2167 WEBS 3-23=-1027/368, 5-19=-3991/2252, 6-19=-1556/2489, 11-16=-431/893, 11-14=-268/120, 3-20=-908/1807, 14-16=-3458/2154, 20-23=-631/1455, 6-17=-3174/1782, 7-17=-603/506, 8-17=-521/816, 8-16=-2040/1027 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 14-4-0, Exterior(2R) 14-4-0 to 22-9-13, Interior(1) 22-9-13 to 28-6-0, Exterior(2R) 28-6-0 to 36-11-13, Interior(1) 36-11-13 to 44-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1706 lb uplift at joint 22 and 999 lb uplift at joint 12. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CJ1 Truss Type Corner Jack Qty 12 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325416 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:13 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-qyrepuJ17wlR0hp58_kiu?TVu1mjlCdQYHxEC6zXkhq Scale = 1:8.2 1 2 3 4 4x6 1.5x8 STP 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.39 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 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 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=0-8-0, 4=Mechanical Max Horz 2=63(LC 12) Max Uplift 3=-73(LC 1), 2=-134(LC 12) Max Grav 3=58(LC 8), 2=271(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 73 lb uplift at joint 3 and 134 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CJ1G Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325417 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:20 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-7ImHHHOQT4dRMlsR2yMLgUFe?s9MuNMS9s75yCzXkhj Scale = 1:9.6 1 2 3 4 2x4 1.5x8 STP 3x8 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-7-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.65 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 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=0-8-0, 4=Mechanical Max Horz 2=72(LC 12) Max Uplift 3=-138(LC 1), 2=-190(LC 12) Max Grav 3=99(LC 8), 2=368(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 138 lb uplift at joint 3 and 190 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CJ3 Truss Type Corner Jack Qty 8 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325418 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:21 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-bUKfUdP3ENlI_vQdcftaChosyGUedqcbOWtfUezXkhi Scale = 1:13.3 1 2 3 4 3x4 1.5x8 STP 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-4-31-10-30-4-111-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.51 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-56(LC 12), 2=-127(LC 12) Max Grav 3=50(LC 19), 2=314(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 56 lb uplift at joint 3 and 127 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss CJ5 Truss Type Corner Jack Qty 4 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325419 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:22 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-3hu2izPh?ht9b3?qAMOplvK_Ufn_MHskcAcC04zXkhh Scale = 1:18.2 1 2 5 3 4 3x4 1.5x8 STP 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.65 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a 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=0-8-0, 4=Mechanical Max Horz 2=173(LC 12) Max Uplift 3=-130(LC 12), 2=-142(LC 12) Max Grav 3=141(LC 1), 2=386(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 130 lb uplift at joint 3 and 142 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss DGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325420 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:27 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-QehxlgTqqDVRiqunyw__Sy2uMgUk1UeTmSKzhIzXkhc Scale = 1:20.2 1 2 3 4 5 7 6 8 4x6 1.5x8 STP 1.5x8 STP 5x6 5x8 5x8 4x6 3x12 MT20HS HGUS28-2 HTU26 3-9-0 3-9-0 6-10-0 3-1-0 10-7-0 3-9-0 -1-6-0 1-6-0 3-9-0 3-9-0 6-10-0 3-1-0 10-7-0 3-9-0 0-4-32-2-110-4-32-2-116.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [4:0-3-0,0-2-0], [5:0-4-5,0-2-9], [6:0-6-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.45 0.29 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 0.01 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 124 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 4-6: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=76(LC 8) Max Uplift 5=-2978(LC 9), 2=-1152(LC 8) Max Grav 5=4140(LC 1), 2=1848(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3247/2121, 3-4=-2929/1981, 4-5=-5863/4081 BOT CHORD 2-7=-1879/2828, 6-7=-3262/4718, 5-6=-3593/5172 WEBS 3-7=-886/1264, 4-7=-2113/1615, 4-6=-2592/3530 NOTES-(14) 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 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 3 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2978 lb uplift at joint 5 and 1152 lb uplift at joint 2. 11) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 12-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 20-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 9-0-12 from the left end to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss DGR Truss Type Hip Girder Qty 1 Ply 2 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325420 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:27 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-QehxlgTqqDVRiqunyw__Sy2uMgUk1UeTmSKzhIzXkhc 14) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-5=-74, 2-5=-20 Concentrated Loads (lb) Vert: 6=-3173(B) 8=-1744(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 2633609_PINEDO_RES Truss DH3 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325421 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:31 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-IQwRb2WKuS0tASBYBl2wcoCaKHr5zKx3h4IBr3zXkhY Scale = 1:22.6 1 2 3 4 5 6 8 7 9 10 11 12 4x6 1.5x8 STP 1.5x8 STP 4x6 3x4 3x4 2x4 2x4 Special NAILED NAILED Special Special NAILED NAILED Special 3-0-0 3-0-0 7-7-0 4-7-0 10-7-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 7-7-0 4-7-0 10-7-0 3-0-0 12-1-0 1-6-0 0-4-31-10-30-4-31-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.26 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a 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 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=-51(LC 32) Max Uplift 2=-288(LC 8), 5=-288(LC 9) Max Grav 2=685(LC 40), 5=685(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-948/312, 3-4=-779/285, 4-5=-948/312 BOT CHORD 2-8=-222/834, 7-8=-217/842, 5-7=-220/834 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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 288 lb uplift at joint 2 and 288 lb uplift at joint 5. 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) 257 lb down and 171 lb up at 3-0-0, and 257 lb down and 171 lb up at 7-7-0 on top chord, and 49 lb down at 3-0-0, and 49 lb down at 7-6-4 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). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-6=-74, 2-5=-20 Concentrated Loads (lb) Vert: 3=59(F) 4=59(F) 8=-16(F) 7=-16(F) 11=-6(F) 12=-6(F) March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJ3 Truss Type Jack-Open Qty 4 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325422 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:32 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-ncUqoOXyfm8kobmllTZ990lkBhEDioKDvk1kNVzXkhX Scale = 1:13.3 1 2 3 4 3x4 1.5x8 STP 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.51 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-56(LC 12), 2=-127(LC 12) Max Grav 3=50(LC 19), 2=314(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 56 lb uplift at joint 3 and 127 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJ3G Truss Type Jack-Open Qty 5 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325423 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:33 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-Fo2C?kYaP3GbQlLxJA5OhDIqE5aSRFaM8OnIvxzXkhW Scale = 1:14.7 1 2 3 4 2x4 1.5x8 STP 3x4 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.81 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=126(LC 12) Max Uplift 3=-41(LC 12), 2=-158(LC 12) Max Grav 3=29(LC 19), 2=372(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 41 lb uplift at joint 3 and 158 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJ5 Truss Type Jack-Open Qty 3 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325424 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:35 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-BBAyQParxhWJf3VKQb7sneNCCvD1v94fciGO_qzXkhU Scale = 1:18.2 1 2 5 3 4 3x4 1.5x8 STP 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.65 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a 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=0-8-0, 4=Mechanical Max Horz 2=173(LC 12) Max Uplift 3=-130(LC 12), 2=-142(LC 12) Max Grav 3=141(LC 1), 2=386(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 130 lb uplift at joint 3 and 142 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJ7 Truss Type Jack-Open Qty 9 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325425 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:38 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-bms53RcjEcutWWEu5kgZOH?fW68K6Wp5IgU2a9zXkhR Scale = 1:23.5 1 2 5 3 43x6 1.5x8 STP 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.67 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.22 -0.00 (loc) 2-4 2-4 3 l/defl >536 >368 n/a L/d 240 180 n/a 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 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=228(LC 12) Max Uplift 3=-174(LC 12), 2=-164(LC 12), 4=-3(LC 12) Max Grav 3=212(LC 1), 2=471(LC 1), 4=125(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 174 lb uplift at joint 3, 164 lb uplift at joint 2 and 3 lb uplift at joint 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJ7C Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325426 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:40 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-Y8zrT7dzmD8blqNHD8j1Ui444wodaPtOl_z9f1zXkhP Scale = 1:19.3 1 2 3 6 4 5 4x6 1.5x8 STP 5x6 6x8 4-8-0 4-8-0 7-0-0 2-4-0 -1-6-0 1-6-0 4-8-0 4-8-0 7-0-0 2-4-0 0-4-32-8-31-4-32-4-111-4-06.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-7-9,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.81 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.26 -0.14 (loc) 6 6 4 l/defl >308 >306 n/a L/d 240 180 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 *Except* 2-6: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=166(LC 12) Max Uplift 4=-71(LC 9), 2=-184(LC 12), 5=-62(LC 12) Max Grav 4=133(LC 1), 2=471(LC 1), 5=157(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-171/310 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 4, 184 lb uplift at joint 2 and 62 lb uplift at joint 5. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJ7C1 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325427 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:53 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-feGmCZo7iDnlpqtnUNS4VR7ER9KO7IXIkVdLcnzXkhC Scale: 1/2"=1' 1 2 3 4 6 7 5 3x4 1.5x8 STP 6x8 4x6 4-8-0 4-8-0 7-0-0 2-4-0 -1-6-0 1-6-0 4-8-0 4-8-0 6-8-0 2-0-0 7-0-0 0-4-0 0-4-33-8-32-2-43-1-92-4-31-4-06.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.16 0.05 (loc) 6 6 5 l/defl >737 >481 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-6: 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 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=221(LC 12) Max Uplift 4=-162(LC 12), 2=-169(LC 12), 5=-13(LC 12) Max Grav 4=202(LC 1), 2=473(LC 1), 5=135(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 7-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 162 lb uplift at joint 4, 169 lb uplift at joint 2 and 13 lb uplift at joint 5. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJ7C2 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325428 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:17:57 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-YQVH2xremRHBIRBYjDW0gHHwImfv36Wuf7bZlYzXkh8 Scale = 1:23.5 1 2 3 8 7 6 9 4 5 3x4 1.5x8 STP 3x4 5x6 4x10 MT20HS 6-8-8 6-8-8 7-0-0 0-3-8 -1-6-0 1-6-0 7-0-0 7-0-0 0-4-33-4-73-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.87 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 -0.01 (loc) 2-8 2-8 5 l/defl >999 >859 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 30 lb FT = 20% GRIP 244/190 187/143 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 9-11-9 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=273(LC 9) Max Uplift 4=-4(LC 19), 2=-174(LC 12), 5=-190(LC 12) Max Grav 4=46(LC 3), 2=472(LC 1), 5=318(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/70, 3-6=-346/440 BOT CHORD 2-8=-302/314 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 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 4 lb uplift at joint 4, 174 lb uplift at joint 2 and 190 lb uplift at joint 5. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJ7C3 Truss Type Jack-Open Qty 11 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325429 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:03 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-NasYI_vPLH2K0Mei3UdQvYXwsBiKTq?n232tzCzXkh2 Scale = 1:23.5 1 2 6 5 7 3 4 3x6 1.5x8 STP 4x6 3x4 2-8-0 2-8-0 3-8-0 1-0-0 7-0-0 3-4-0 -1-6-0 1-6-0 2-8-0 2-8-0 3-8-0 1-0-0 7-0-0 3-4-0 0-4-33-10-32-10-33-5-81-0-06.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.31 0.04 (loc) 5-6 5 4 l/defl >375 >252 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=228(LC 12) Max Uplift 3=-176(LC 12), 2=-164(LC 12), 4=-1(LC 12) Max Grav 3=218(LC 1), 2=471(LC 1), 4=117(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 176 lb uplift at joint 3, 164 lb uplift at joint 2 and 1 lb uplift at joint 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJ7C4 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325430 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:05 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-Jy_IjgxftvI2Fgo5Bufu_zcNt?KkxiP3VMX_15zXkh0 Scale = 1:20.6 1 2 3 4 9 8 7 10 5 6 4x6 1.5x8 STP 3x4 3x4 4x6 3x4 2x4 2-8-0 2-8-0 3-8-0 1-0-0 5-4-8 1-8-8 7-0-0 1-7-8 -1-6-0 1-6-0 2-8-0 2-8-0 3-8-0 1-0-0 5-4-8 1-8-8 7-0-0 1-7-8 0-4-33-0-72-0-72-8-151-0-03-0-76.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.79 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.24 -0.10 (loc) 7-8 7-8 5 l/defl >337 >329 n/a L/d 240 180 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 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 9-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=186(LC 12) Max Uplift 5=-57(LC 9), 2=-181(LC 12), 6=-83(LC 12) Max Grav 5=116(LC 1), 2=471(LC 1), 6=174(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-451/238 BOT CHORD 2-9=-385/441, 8-9=-298/398, 3-8=-431/365 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -1-6-13 to 4-5-3, Interior(1) 4-5-3 to 5-4-8, Exterior(2E) 5-4-8 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 57 lb uplift at joint 5, 181 lb uplift at joint 2 and 83 lb uplift at joint 6. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJ7C5 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325431 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:07 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-FL628MyvPWYmV_yTIJiM4Oifqo5IPd?Mzg056zzXkh_ Scale = 1:17.6 1 2 3 4 9 8 7 5 6 3x4 1.5x8 STP 3x4 3x4 4x6 4x10 MT20HS 4-0-8 4-0-8 6-8-8 2-8-0 7-0-0 0-3-8 -1-6-0 1-6-0 4-0-8 4-0-8 7-0-0 2-11-8 0-4-32-4-71-4-72-0-151-0-02-4-76.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.74 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.04 (loc) 2-9 2-9 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 27 lb FT = 20% GRIP 244/190 187/143 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 9-0-15 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=178(LC 9) Max Uplift 5=-18(LC 8), 2=-189(LC 12), 6=-152(LC 9) Max Grav 5=84(LC 3), 2=472(LC 1), 6=251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-341/269, 3-4=-315/315, 4-7=-245/383 BOT CHORD 2-9=-375/352 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 5, 189 lb uplift at joint 2 and 152 lb uplift at joint 6. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss EJA Truss Type Jack-Open Qty 3 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325432 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:08 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-jXgRMhzXAqgd67Wfs1DbccEv0CYb84EWBKmedQzXkgz Scale = 1:8.2 1 2 3 4 4x6 1.5x8 STP 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.39 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 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 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=0-8-0, 4=Mechanical Max Horz 2=63(LC 12) Max Uplift 3=-73(LC 1), 2=-134(LC 12) Max Grav 3=58(LC 8), 2=271(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 73 lb uplift at joint 3 and 134 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss G Truss Type Common Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325433 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:09 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-BjDpZ1_Ax7oUkH5sQkkq9pn_5cf?tU1fQ_VB9szXkgy Scale = 1:28.8 1 2 3 4 56 9 10 11 12 2x4 1.5x8 STP 1.5x8 STP 5x6 2x4 3x6 3x6 2x4 6-4-0 6-4-0 12-8-0 6-4-0 -2-0-0 2-0-0 6-4-0 6-4-0 12-8-0 6-4-0 14-8-0 2-0-0 0-4-33-6-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [5:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.90 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 0.21 -0.02 (loc) 2-6 2-6 4 l/defl >639 >672 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 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 2-2-7 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=93(LC 11) Max Uplift 2=-383(LC 9), 4=-383(LC 8) Max Grav 2=737(LC 1), 4=737(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-714/1730, 3-4=-714/1730 BOT CHORD 2-6=-1216/531, 4-6=-1216/531 WEBS 3-6=-982/278 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 6-4-0, Exterior(2R) 6-4-0 to 12-4-0, Interior(1) 12-4-0 to 14-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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 383 lb uplift at joint 2 and 383 lb uplift at joint 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss GH3 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325434 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:15 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-0tb4q53wWzZdSCZ0m?rEO41zF1poHEPYowyWNWzXkgs Scale = 1:29.2 1 2 3 4 5 687 11 12 13 14 15 16 2x4 1.5x8 STP 1.5x8 STP 4x6 4x6 2x4 3x4 3x4 2x4 2x4 Special NAILED NAILED NAILED Special Special NAILED NAILED NAILED Special 3-0-0 3-0-0 9-8-0 6-8-0 12-8-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 9-8-0 6-8-0 12-8-0 3-0-0 14-8-0 2-0-0 0-4-31-10-30-4-31-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [6:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.49 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.12 0.02 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=56(LC 7) Max Uplift 2=-478(LC 4), 5=-478(LC 5) Max Grav 2=747(LC 43), 5=747(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1160/722, 3-4=-990/657, 4-5=-1161/721 BOT CHORD 2-8=-573/1049, 7-8=-586/1059, 5-7=-571/1049 WEBS 3-8=-156/263, 4-7=-156/263 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch 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 478 lb uplift at joint 2 and 478 lb uplift at joint 5. 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) 239 lb down and 204 lb up at 3-0-0, and 239 lb down and 204 lb up at 9-8-0 on top chord, and 49 lb down at 3-0-0, and 49 lb down at 9-7-4 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). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss GH3 Truss Type Hip Girder Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325434 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:15 2021 Page 2 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-0tb4q53wWzZdSCZ0m?rEO41zF1poHEPYowyWNWzXkgs LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-74, 3-4=-74, 4-6=-74, 2-5=-20 Concentrated Loads (lb) Vert: 3=94(F) 4=94(F) 8=-16(F) 7=-16(F) 14=-6(F) 15=-6(F) 16=-6(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 2633609_PINEDO_RES Truss GH5 Truss Type Hip Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325435 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:16 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-U48S1R3ZHHhU4M8CKiMTxIaBiQ5G0hbh1ai3vyzXkgr Scale = 1:29.2 1 2 3 4 5 67 10 11 12 13 14 15 2x4 1.5x8 STP 1.5x8 STP 4x6 4x6 2x4 3x6 3x6 3x4 6-4-0 6-4-0 12-8-0 6-4-0 -2-0-0 2-0-0 5-0-0 5-0-0 7-8-0 2-8-0 12-8-0 5-0-0 14-8-0 2-0-0 0-4-32-10-30-4-32-10-36.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [2:0-5-8,Edge], [5:0-5-8,Edge], [6:0-2-2,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.73 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 0.15 -0.02 (loc) 5-7 5-7 5 l/defl >898 >954 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 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 4-5-3 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=78(LC 11) Max Uplift 2=-421(LC 9), 5=-421(LC 8) Max Grav 2=737(LC 1), 5=737(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-743/1625, 3-4=-602/1767, 4-5=-743/1625 BOT CHORD 2-7=-1169/570, 5-7=-1200/570 WEBS 3-7=-532/149, 4-7=-533/149 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 5-0-0, Exterior(2E) 5-0-0 to 14-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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 421 lb uplift at joint 2 and 421 lb uplift at joint 5. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss HJ3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325436 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:17 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-yGiqEm4B2bpLiWiOuQtiUV6Kvqa?l9TqGERdSOzXkgq Scale = 1:13.0 1 2 5 3 6 4 2x4 NAILED NAILED NAILED NAILED 4-2-3 4-2-3 -2-1-7 2-1-7 4-2-3 4-2-3 0-4-31-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.89 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=143(LC 4) Max Uplift 3=-49(LC 8), 2=-244(LC 4) Max Grav 3=78(LC 35), 2=332(LC 35), 4=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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 49 lb uplift at joint 3 and 244 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 2-4=-20 Concentrated Loads (lb) Vert: 5=163(F=82, B=82) March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss HJ3G Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325437 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:19 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-vfqbfS6RaC33xqsn?rvAZwCeneGTD3z7jYwjWHzXkgo Scale = 1:16.9 1 2 3 7 8 4 9 55x6 3x4 3x4 2x4 2x4 2x4 NAILED NAILED NAILED NAILED 4-2-3 4-2-3 -2-9-15 2-9-15 4-2-3 4-2-3 0-1-111-9-140-11-134.24 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [2:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.99 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 2-5-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical, 7=0-1-8 Max Horz 2=138(LC 4) Max Uplift 4=-99(LC 19), 2=-257(LC 4) Max Grav 4=68(LC 22), 2=469(LC 35), 5=76(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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 at joint(s) 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 4 and 257 lb uplift at joint 2. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74, 2-5=-20 Concentrated Loads (lb) Vert: 8=223(F=111, B=111) March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss HJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325438 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:21 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-r1yL487h6pJnA7097GyeeLH1sRsGhzSQBsPqb9zXkgm Scale = 1:17.8 1 2 5 6 3 7 8 4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-2 7-0-2 -2-1-7 2-1-7 7-0-2 7-0-2 0-4-32-9-144.24 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.83 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.22 -0.00 (loc) 2-4 2-4 3 l/defl >494 >362 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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=0-10-15, 4=Mechanical Max Horz 2=199(LC 4) Max Uplift 3=-143(LC 8), 2=-255(LC 4) Max Grav 3=203(LC 35), 2=467(LC 35), 4=112(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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 143 lb uplift at joint 3 and 255 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-74, 2-4=-20 Concentrated Loads (lb) Vert: 5=163(F=82, B=82) March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325439 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:22 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-JEWjIU8Jt7ReoHbMgzTtAZpEBrBQQNfaPW9N7czXkgl Scale = 1:25.3 1 2 3 7 6 8 9 10 4 11 12 13 53x6 2x4 3x4 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-6-0 7-6-0 9-6-9 2-0-9 9-10-1 0-3-8 -2-1-7 2-1-7 7-6-0 7-6-0 9-10-1 2-4-1 0-4-33-9-140-4-43-5-103-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.66 0.56 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.01 (loc) 2-7 2-7 5 l/defl >895 >636 n/a L/d 240 180 n/a 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 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=255(LC 4) Max Uplift 4=-141(LC 22), 2=-322(LC 4), 5=-325(LC 8) Max Grav 4=54(LC 13), 2=615(LC 35), 5=519(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-657/191 BOT CHORD 2-7=-278/475, 6-7=-278/475 WEBS 3-7=-20/410, 3-6=-805/472 NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical 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 141 lb uplift at joint 4, 322 lb uplift at joint 2 and 325 lb uplift at joint 5. 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). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-74, 2-5=-20 Concentrated Loads (lb) Vert: 8=163(F=82, B=82) 10=-73(F=-37, B=-37) 13=-36(F=-18, B=-18) March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss MTGE Truss Type GABLE Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325440 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:24 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-FcdUiAAaPkhM1blkoOVLG_vh_f??uJCstqeUBUzXkgj Scale = 1:9.4 1 2 3 2x4 2x4 2x4 2-7-0 2-7-0 0-0-41-3-126.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 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 2-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-7-0, 3=2-7-0 Max Horz 1=60(LC 9) Max Uplift 1=-33(LC 12), 3=-44(LC 12) Max Grav 1=87(LC 1), 3=87(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-115/273 NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1 and 44 lb uplift at joint 3. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss MTGE1 Truss Type Jack-Open Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325441 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:24 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-FcdUiAAaPkhM1blkoOVLG_vdOfsguJCstqeUBUzXkgj Scale = 1:16.6 1 2 3 5 4 3x4 1.5x8 STP 5x6 4x10 MT20HS 2-8-0 2-8-0 4-8-0 2-0-0 7-0-0 2-4-0 -1-6-0 1-6-0 2-8-0 2-8-0 7-0-0 4-4-0 0-4-31-8-30-3-81-4-116.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-8-1,0-1-12], [3:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.63 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 0.05 (loc) 5 5 4 l/defl >999 >685 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 25 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-5: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 4=Mechanical, 2=0-8-0 Max Horz 2=110(LC 12) Max Uplift 2=-136(LC 12) Max Grav 4=182(LC 3), 4=99(LC 1), 2=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-463/195 BOT CHORD 3-5=-431/227, 2-5=-236/454 NOTES-(9) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 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 136 lb uplift at joint 2. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss VT Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325442 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:25 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-joBswWACA2pDflKxM50aoBRig3ExdmS05UN2kxzXkgi Scale = 1:27.6 1 2 3 5 4 6x12 MT20HS 5x8 2x4 3x4 4x6 -2-0-12 2-0-12 1-9-12 1-9-12 3-10-134-9-116.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [4:Edge,0-2-0], [5:0-5-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.84 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 2 2 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT20HS Weight: 28 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 *Except* 3-4: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-9-12, 4=1-9-12 Max Horz 5=295(LC 9) Max Uplift 5=-350(LC 8), 4=-454(LC 11) Max Grav 5=579(LC 20), 4=283(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-334/687, 3-4=-322/395 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 5 and 454 lb uplift at joint 4. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss VT1 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325443 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:26 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-B?lE7rBqxLx4Hvu7vpYpLP_tPSUkMDi9K87bGNzXkgh Scale = 1:22.4 1 2 3 5 4 5x6 5x8 2x4 3x4 3x4 -2-0-12 2-0-12 1-9-12 1-9-12 2-10-133-9-116.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.84 0.85 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.04 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-4: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-9-12, 4=1-9-12 Max Horz 5=240(LC 9) Max Uplift 5=-254(LC 8), 4=-283(LC 11) Max Grav 5=451(LC 20), 4=166(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-328/647, 3-4=-253/320 NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 254 lb uplift at joint 5 and 283 lb uplift at joint 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss VT2 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325444 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:27 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-gBJcLBCSif3xu2TJTW32tcX39sxQ5gxJZos8opzXkgg Scale = 1:17.2 1 2 3 5 4 4x6 4x6 2x4 2x4 3x4 -2-0-12 2-0-12 1-9-12 1-9-12 1-10-132-9-116.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [5:0-3-0,0-3-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.78 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-9-12, 4=1-9-12 Max Horz 5=180(LC 11) Max Uplift 5=-176(LC 8), 4=-131(LC 9) Max Grav 5=354(LC 1), 4=91(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-322/635 NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 176 lb uplift at joint 5 and 131 lb uplift at joint 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss VT3 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325445 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:33 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-ULgubFGDHVq4czxTqnAS7tnDYH1bVOQBxjJT0TzXkga Scale = 1:12.2 1 4 2 3 2x4 2x4 1-9-12 1-9-12 0-11-61-10-41-5-91-10-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.21 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 1-9-12 except (jt=length) 2=Mechanical, 2=Mechanical. (lb) - Max Horz 4=58(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 4, 3, 2 Max Grav All reactions 250 lb or less at joint(s) 4, 3, 2, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 4 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, 3, 2. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss VT4 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325446 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:37 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-N6wORcKkLkKW5bEE3dEOHjxyBuRIRCQnsLHg9EzXkgW Scale = 1:7.0 1 2 3 2x4 1-8-8 1-8-8 0-0-40-10-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.04 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-8-0, 2=1-8-0, 3=1-8-0 Max Horz 1=30(LC 12) Max Uplift 1=-15(LC 12), 2=-33(LC 12) Max Grav 1=51(LC 1), 2=40(LC 1), 3=22(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss VT5 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325447 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:38 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-rJUmeyKM61SNjlpRcKldqxUwOIgWAfgw5?1EhgzXkgV Scale = 1:26.5 1 2 3 5 4 6x12 MT20HS 6x8 2x4 3x4 4x6 -2-0-12 2-0-12 1-4-4 1-4-4 3-10-134-6-156.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [4:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.84 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 MT20HS Weight: 25 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.2 *Except* 3-4: 2x4 SP No.3 OTHERS 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 6-0-0 oc bracing. REACTIONS. (size)5=1-4-4, 4=1-4-4 Max Horz 5=280(LC 9) Max Uplift 5=-455(LC 8), 4=-623(LC 11) Max Grav 5=716(LC 20), 4=369(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-398/802, 2-3=-253/276, 3-4=-360/448 NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=455, 4=623. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss VT6 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325448 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:39 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-JV19sIL_tLaEKuOdA1GsN8157ixLv6w4JfmnD7zXkgU Scale = 1:21.2 1 2 3 5 4 5x6 6x8 2x4 2x4 3x4 -2-0-12 2-0-12 1-4-4 1-4-4 2-10-133-6-156.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.84 0.81 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.03 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 *Except* 3-4: 2x4 SP No.3 OTHERS 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 6-0-0 oc bracing. REACTIONS. (size)5=1-4-4, 4=1-4-4 Max Horz 5=226(LC 9) Max Uplift 5=-319(LC 8), 4=-386(LC 11) Max Grav 5=539(LC 20), 4=232(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-364/742, 3-4=-265/323 NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 5=319, 4=386. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss VT7 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325449 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:18:40 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-nhbX3eMcefi4y2zpklo5vMZHt6NHeZ9DYJWKmZzXkgT Scale: 3/4"=1' 1 2 3 5 4 4x6 4x6 2x4 2x4 3x4 1-4-4 1-4-4 1-10-132-6-156.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-0], [5:0-3-0,0-3-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.78 0.39 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 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 6-0-0 oc bracing. REACTIONS. (size)5=1-4-4, 4=1-4-4 Max Horz 5=165(LC 9) Max Uplift 5=-207(LC 8), 4=-190(LC 20) Max Grav 5=383(LC 1), 4=124(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-353/713 NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) except (jt=lb) 5=207, 4=190. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss VT8 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325450 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:19:04 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-4J2c6rfg_1khqkoQ8nDktPZXkndrGP6l32KccAzXkg5 Scale = 1:11.1 1 4 2 3 2x4 2x4 1-4-4 1-4-4 1-4-4 1-4-4 0-11-61-7-81-2-131-7-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 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 0.14 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 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.All bearings 1-4-4 except (jt=length) 2=Mechanical, 2=Mechanical. (lb) - Max Horz 4=49(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 3, 2 Max Grav All reactions 250 lb or less at joint(s) 4, 3, 2, 2 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 4 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, 2. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2633609_PINEDO_RES Truss VT9 Truss Type Valley Qty 1 Ply 1 RJM Custom Homes_2633609_PINEDO RES Job Reference (optional) T23325451 8.430 s Mar 4 2021 MiTek Industries, Inc. Wed Mar 24 11:19:16 2021 Page 1 Builders FirstSource (Tampa, FL), Tampa, FL - 33564, ID:R2IqIKlZgeDDdqI1XmnsXnzZMjC-kcn8dyoB9jE_HajkrJRYNx3dzclA3r4WqvEE0TzXkfv Scale: 1.5"=1' 1 2 32x4 2-0-13 2-0-13 0-0-41-0-70-7-121-0-76.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 17.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 2-0-5. (lb) - Max Horz 1=39(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 2 Max Grav All reactions 250 lb or less at joint(s) 1, 2, 2, 3 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 25,2021 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