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HomeMy WebLinkAboutAPPROVED, 007 Truss Engineering6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2408809 - 2408809 Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 160 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 34 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: CLAYTON CHARLES Project Name: - Model: CHARLES RESIDENCE Subdivision: - Address: 18900 SCHUMANN RD, - State: FLCity: FT. PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: February 22,2021 ORegan, Philip The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: ORegan, Philip 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 T22922545 A1G Date 2/22/212T22922546A1GP2/22/213T22922547A22/22/214T22922548A2P2/22/215T22922549A32/22/216T22922550A3P2/22/217T22922551A42/22/218T22922552A4P2/22/219T22922553A52/22/2110T22922554A5P2/22/2111T22922555A62/22/2112T22922556A6P2/22/2113T22922557A72/22/2114T22922558A7P2/22/2115T22922559A82/22/2116T22922560A8P2/22/2117T22922561A92/22/2118T22922562A9P2/22/2119T22922563A102/22/2120T22922564A10P2/22/2121T22922565A112/22/2122T22922566A11P2/22/21 No.Seal#Truss Name 23 T22922567 A12 Date 2/22/2124T22922568A12P2/22/2125T22922569CJ32/22/2126T22922570CJ52/22/2127T22922571CJ72/22/2128T22922572CJ92/22/2129T22922573HJ112/22/2130T22922574J112/22/2131T22922575J11P2/22/2132T22922576PB12/22/2133T22922577PB22/22/2134T22922578PB32/22/21 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 2408809 Truss A1G Truss Type HIP GIRDER Qty 1 Ply 3 2408809 Job Reference (optional) T22922545 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:47:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-T1p?VlC69oZ6Dx4MYcVb1DjRJLIdrHq8Y1uuGJzjY64 Scale = 1:111.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 33 34 35 36 37 3839 40 41 42 43 44 45 46 47 48 4950 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 6x8 6x12 MT20HS 6x8 6x8 12x14 6x8 5x8 5x8 3x6 5x8 3x6 3x6 5x8 5x8 6x8 12x14 6x12 MT20HS 6x8 6x12 MT20HS6x12 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 6-8-0 4-4-0 11-0-0 4-4-0 22-0-0 11-0-0 33-0-0 11-0-0 44-0-0 11-0-0 55-0-0 11-0-0 59-4-0 4-4-0 63-8-0 4-4-0 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 6-8-0 4-4-0 11-0-0 4-4-0 16-6-0 5-6-0 22-0-0 5-6-0 27-6-0 5-6-0 33-0-0 5-6-0 38-6-0 5-6-0 44-0-0 5-6-0 49-6-0 5-6-0 55-0-0 5-6-0 59-4-0 4-4-0 63-8-0 4-4-0 66-0-0 2-4-0 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [4:0-4-0,0-3-12], [7:0-6-0,Edge], [11:0-6-0,Edge], [14:0-4-0,0-3-12], [16:0-7-0,0-9-12], [19:0-3-8,0-2-12], [29:0-3-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.93 0.45 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 1.65 1.43 -0.28 (loc) 22-24 22-24 18 l/defl >447 >514 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 1363 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 7-11: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 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 7-8-11 oc bracing. REACTIONS. (size)30=0-8-0, 18=0-8-0 Max Horz 30=-186(LC 6) Max Uplift 30=-6873(LC 8), 18=-6171(LC 8) Max Grav 30=5954(LC 1), 18=5953(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1736/1989, 2-3=-9637/11238, 3-4=-11713/14021, 4-5=-10935/13187, 5-6=-18901/22291, 6-8=-18901/22291, 8-9=-21607/25013, 9-10=-21607/25013, 10-12=-18897/20974, 12-13=-18897/20974, 13-14=-10932/11811, 14-15=-11710/12551, 15-16=-9637/10291, 16-17=-1735/1826 BOT CHORD 1-30=-1923/1685, 29-30=-1967/1685, 28-29=-10171/8775, 26-28=-17684/15146, 24-26=-23705/20572, 22-24=-23046/20572, 20-22=-16336/15147, 19-20=-9305/8774, 18-19=-1765/1685, 17-18=-1765/1685 WEBS 2-30=-5000/5801, 2-29=-8400/7219, 3-29=-2003/2530, 3-28=-3061/2468, 4-28=-4891/4003, 5-28=-5523/6214, 5-26=-5577/4867, 6-26=-426/422, 8-26=-2185/2177, 8-24=-1328/1366, 9-24=-412/403, 10-24=-2180/1365, 10-22=-2190/3025, 12-22=-425/424, 13-22=-5616/4862, 13-20=-5527/6252, 14-20=-4333/3999, 15-20=-2511/2465, 15-19=-2000/2060, 16-19=-7678/7220, 16-18=-5001/5326 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 29-2 2x4 - 1 row at 0-9-0 oc, member 3-29 2x4 - 1 row at 0-9-0 oc, member 28-3 2x4 - 1 row at 0-9-0 oc, member 28-4 2x4 - 1 row at 0-9-0 oc, member 28-5 2x4 - 1 row at 0-9-0 oc, member 26-5 2x4 - 1 row at 0-9-0 oc, member 6-26 2x4 - 1 row at 0-9-0 oc, member 26-8 2x4 - 1 row at 0-9-0 oc, member 24-8 2x4 - 1 row at 0-9-0 oc, member 9-24 2x4 - 1 row at 0-9-0 oc, member 24-10 2x4 - 1 row at 0-9-0 oc, member 22-10 2x4 - 1 row at 0-9-0 oc, member 12-22 2x4 - 1 row at 0-9-0 oc, member 22-13 2x4 - 1 row at 0-9-0 oc, member 20-13 2x4 - 1 row at 0-9-0 oc, member 20-14 2x4 - 1 row at 0-9-0 oc, member 20-15 2x4 - 1 row at 0-9-0 oc, member 15-19 2x4 - 1 row at 0-9-0 oc, member 19-16 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A1G Truss Type HIP GIRDER Qty 1 Ply 3 2408809 Job Reference (optional) T22922545 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:47:53 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-T1p?VlC69oZ6Dx4MYcVb1DjRJLIdrHq8Y1uuGJzjY64 NOTES- 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) All plates are 5x6 MT20 unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 30=6873, 18=6171. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 145 lb up at 11-0-0, 64 lb down and 136 lb up at 13-0-12, 64 lb down and 136 lb up at 15-0-12, 64 lb down and 136 lb up at 17-0-12, 64 lb down and 136 lb up at 19-0-12, 64 lb down and 136 lb up at 21-0-12, 64 lb down and 136 lb up at 23-0-12, 64 lb down and 136 lb up at 25-0-12, 64 lb down and 136 lb up at 27-0-12, 64 lb down and 136 lb up at 29-0-12, 64 lb down and 136 lb up at 31-0-12, 64 lb down and 136 lb up at 33-0-0, 64 lb down and 136 lb up at 34-11-4, 64 lb down and 136 lb up at 36-11-4, 64 lb down and 136 lb up at 38-11-4, 64 lb down and 136 lb up at 40-11-4, 64 lb down and 136 lb up at 42-11-4, 66 lb down and 136 lb up at 44-11-4, 66 lb down and 136 lb up at 46-11-4, 66 lb down and 136 lb up at 48-11-4, 66 lb down and 136 lb up at 50-11-4, and 66 lb down and 136 lb up at 52-11-4, and 71 lb down and 145 lb up at 55-0-0 on top chord, and 782 lb down and 1352 lb up at 11-0-0, 189 lb down and 339 lb up at 13-0-12, 189 lb down and 339 lb up at 15-0-12, 189 lb down and 339 lb up at 17-0-12, 189 lb down and 339 lb up at 19-0-12, 189 lb down and 339 lb up at 21-0-12, 189 lb down and 339 lb up at 23-0-12, 189 lb down and 339 lb up at 25-0-12, 189 lb down and 339 lb up at 27-0-12, 189 lb down and 339 lb up at 29-0-12, 189 lb down and 339 lb up at 31-0-12, 189 lb down and 339 lb up at 33-0-0, 189 lb down and 339 lb up at 34-11-4, 189 lb down and 339 lb up at 36-11-4, 189 lb down and 339 lb up at 38-11-4, 189 lb down and 339 lb up at 40-11-4, 189 lb down and 339 lb up at 42-11-4, 187 lb down and 155 lb up at 44-11-4, 187 lb down and 155 lb up at 46-11-4, 187 lb down and 155 lb up at 48-11-4, 187 lb down and 155 lb up at 50-11-4, and 187 lb down and 155 lb up at 52-11-4, and 780 lb down and 1168 lb up at 54-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-14=-60, 14-17=-60, 1-17=-20 Concentrated Loads (lb) Vert: 4=-50(B) 7=-50(B) 14=-52(B) 28=-782(B) 24=-189(B) 9=-50(B) 20=-780(B) 31=-50(B) 32=-50(B) 34=-50(B) 35=-50(B) 36=-50(B) 37=-50(B) 39=-50(B) 40=-50(B) 41=-50(B) 42=-50(B) 43=-50(B) 44=-50(B) 45=-50(B) 46=-50(B) 47=-52(B) 48=-52(B) 49=-52(B) 51=-52(B) 52=-52(B) 53=-189(B) 54=-189(B) 55=-189(B) 56=-189(B) 57=-189(B) 58=-189(B) 59=-189(B) 60=-189(B) 61=-189(B) 62=-189(B) 63=-189(B) 64=-189(B) 65=-189(B) 66=-189(B) 67=-189(B) 68=-187(B) 69=-187(B) 70=-187(B) 71=-187(B) 72=-187(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 2408809 Truss A1GP Truss Type HIP GIRDER Qty 1 Ply 3 2408809 Job Reference (optional) T22922546 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-EZH1BUI7GFazBAiu0HeTMu2rOZ0mjupJOHqJYrzjY5y Scale = 1:111.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 33 34 35 36 37 3839 40 41 42 43 44 45 46 47 48 4950 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 6x12 MT20HS 6x12 MT20HS 6x12 MT20HS 6x8 12x14 6x8 5x8 5x8 3x6 5x8 3x6 3x6 5x8 5x8 6x8 12x14 6x12 MT20HS 6x8 6x12 MT20HS6x12 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 6-8-0 4-4-0 11-0-0 4-4-0 22-0-0 11-0-0 33-0-0 11-0-0 44-0-0 11-0-0 55-0-0 11-0-0 59-4-0 4-4-0 63-8-0 4-4-0 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 6-8-0 4-4-0 11-0-0 4-4-0 16-6-0 5-6-0 22-0-0 5-6-0 27-6-0 5-6-0 33-0-0 5-6-0 38-6-0 5-6-0 44-0-0 5-6-0 49-6-0 5-6-0 55-0-0 5-6-0 59-4-0 4-4-0 63-8-0 4-4-0 66-0-0 2-4-0 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [7:0-6-0,Edge], [11:0-6-0,Edge], [16:0-7-0,0-9-12], [19:0-3-8,0-2-12], [29:0-3-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.80 0.50 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 1.72 1.52 -0.32 (loc) 24-26 22-24 18 l/defl >427 >483 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 1363 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 1-4,14-17: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. REACTIONS. (size)30=0-8-0, 18=0-8-0 Max Horz 30=186(LC 7) Max Uplift 30=-7884(LC 8), 18=-7794(LC 8) Max Grav 30=5954(LC 1), 18=5953(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1737/2329, 2-3=-9635/12832, 3-4=-11721/15804, 4-5=-10942/14864, 5-6=-18909/25427, 6-8=-18909/25427, 8-9=-21605/28996, 9-10=-21605/28996, 10-12=-18906/25430, 12-13=-18906/25430, 13-14=-10941/14876, 14-15=-11720/15818, 15-16=-9634/12863, 16-17=-1737/2406 BOT CHORD 1-30=-2249/1687, 29-30=-2249/1687, 28-29=-11630/8772, 26-28=-20053/15136, 24-26=-27261/20569, 22-24=-27265/20570, 20-22=-20061/15134, 19-20=-11659/8771, 18-19=-2319/1687, 17-18=-2319/1687 WEBS 2-30=-5001/6564, 2-29=-9552/7215, 3-29=-2004/2664, 3-28=-3288/2478, 4-28=-5522/3981, 5-28=-5502/7116, 5-26=-6564/4890, 6-26=-441/435, 8-26=-2171/2719, 8-24=-1878/1367, 9-24=-425/410, 10-24=-1875/1366, 10-22=-2176/2720, 12-22=-437/430, 13-22=-6558/4889, 13-20=-5502/7111, 14-20=-5528/3981, 15-20=-3202/2478, 15-19=-2004/2649, 16-19=-9511/7214, 16-18=-5000/6531 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 29-2 2x4 - 1 row at 0-9-0 oc, member 3-29 2x4 - 1 row at 0-9-0 oc, member 28-3 2x4 - 1 row at 0-9-0 oc, member 28-4 2x4 - 1 row at 0-9-0 oc, member 28-5 2x4 - 1 row at 0-9-0 oc, member 26-5 2x4 - 1 row at 0-9-0 oc, member 6-26 2x4 - 1 row at 0-9-0 oc, member 26-8 2x4 - 1 row at 0-9-0 oc, member 24-8 2x4 - 1 row at 0-9-0 oc, member 9-24 2x4 - 1 row at 0-9-0 oc, member 24-10 2x4 - 1 row at 0-9-0 oc, member 22-10 2x4 - 1 row at 0-9-0 oc, member 12-22 2x4 - 1 row at 0-9-0 oc, member 22-13 2x4 - 1 row at 0-9-0 oc, member 20-13 2x4 - 1 row at 0-9-0 oc, member 20-14 2x4 - 1 row at 0-9-0 oc, member 20-15 2x4 - 1 row at 0-9-0 oc, member 15-19 2x4 - 1 row at 0-9-0 oc, member 19-16 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 THE TRUSS ID'S ENDING IN "P"ARE NOT PRESSURE TREATEDPER ANTHONY. February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A1GP Truss Type HIP GIRDER Qty 1 Ply 3 2408809 Job Reference (optional) T22922546 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:01 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-EZH1BUI7GFazBAiu0HeTMu2rOZ0mjupJOHqJYrzjY5y NOTES- 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) All plates are 5x6 MT20 unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 30=7884, 18=7794. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 145 lb up at 11-0-0, 64 lb down and 136 lb up at 13-0-12, 64 lb down and 136 lb up at 15-0-12, 64 lb down and 136 lb up at 17-0-12, 64 lb down and 136 lb up at 19-0-12, 64 lb down and 136 lb up at 21-0-12, 64 lb down and 136 lb up at 23-0-12, 64 lb down and 136 lb up at 25-0-12, 64 lb down and 136 lb up at 27-0-12, 64 lb down and 136 lb up at 29-0-12, 64 lb down and 136 lb up at 31-0-12, 64 lb down and 136 lb up at 33-0-0, 64 lb down and 136 lb up at 34-11-4, 64 lb down and 136 lb up at 36-11-4, 64 lb down and 136 lb up at 38-11-4, 64 lb down and 136 lb up at 40-11-4, 64 lb down and 136 lb up at 42-11-4, 64 lb down and 136 lb up at 44-11-4, 64 lb down and 136 lb up at 46-11-4, 64 lb down and 136 lb up at 48-11-4, 64 lb down and 136 lb up at 50-11-4, and 64 lb down and 136 lb up at 52-11-4, and 69 lb down and 145 lb up at 55-0-0 on top chord, and 782 lb down and 1352 lb up at 11-0-0, 189 lb down and 339 lb up at 13-0-12, 189 lb down and 339 lb up at 15-0-12, 189 lb down and 339 lb up at 17-0-12, 189 lb down and 339 lb up at 19-0-12, 189 lb down and 339 lb up at 21-0-12, 189 lb down and 339 lb up at 23-0-12, 189 lb down and 339 lb up at 25-0-12, 189 lb down and 339 lb up at 27-0-12, 189 lb down and 339 lb up at 29-0-12, 189 lb down and 339 lb up at 31-0-12, 189 lb down and 339 lb up at 33-0-0, 189 lb down and 339 lb up at 34-11-4, 189 lb down and 339 lb up at 36-11-4, 189 lb down and 339 lb up at 38-11-4, 189 lb down and 339 lb up at 40-11-4, 189 lb down and 339 lb up at 42-11-4, 189 lb down and 339 lb up at 44-11-4, 189 lb down and 339 lb up at 46-11-4, 189 lb down and 339 lb up at 48-11-4, 189 lb down and 339 lb up at 50-11-4, and 189 lb down and 339 lb up at 52-11-4, and 782 lb down and 1352 lb up at 54-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-14=-60, 14-17=-60, 1-17=-20 Concentrated Loads (lb) Vert: 4=-50(F) 7=-50(F) 14=-50(F) 28=-782(F) 24=-189(F) 9=-50(F) 20=-782(F) 31=-50(F) 32=-50(F) 34=-50(F) 35=-50(F) 36=-50(F) 37=-50(F) 39=-50(F) 40=-50(F) 41=-50(F) 42=-50(F) 43=-50(F) 44=-50(F) 45=-50(F) 46=-50(F) 47=-50(F) 48=-50(F) 49=-50(F) 51=-50(F) 52=-50(F) 53=-189(F) 54=-189(F) 55=-189(F) 56=-189(F) 57=-189(F) 58=-189(F) 59=-189(F) 60=-189(F) 61=-189(F) 62=-189(F) 63=-189(F) 64=-189(F) 65=-189(F) 66=-189(F) 67=-189(F) 68=-189(F) 69=-189(F) 70=-189(F) 71=-189(F) 72=-189(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 2408809 Truss A2 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922547 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-AyPncAKNotqhQTrH8igxRJ8CGNiiBo7crbJQckzjY5w Scale = 1:110.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 6x8 6x8 6x8 10x12 6x8 5x8 5x8 6x8 10x12 6x12 MT20HS 6x12 MT20HS6x12 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 13-0-0 10-8-0 23-11-5 10-11-5 33-0-0 9-0-11 42-0-11 9-0-11 53-0-0 10-11-5 63-8-0 10-8-0 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 7-8-0 5-4-0 13-0-0 5-4-0 20-8-3 7-8-3 28-9-4 8-1-1 37-2-12 8-5-8 45-3-13 8-1-2 53-0-0 7-8-3 58-4-0 5-4-0 63-8-0 5-4-0 66-0-0 2-4-0 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-5-0], [15:0-3-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.71 0.47 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.69 -1.27 0.27 0.89 (loc) 18-20 18-20 15 20 l/defl >999 >582 n/a >826 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 446 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 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 4-10-12 oc bracing. WEBS 1 Row at midpt 3-25, 12-15 2 Rows at 1/3 pts 5-23, 10-16 REACTIONS. (size)25=0-8-0, 15=0-8-0 Max Horz 25=220(LC 11) Max Uplift 25=-1645(LC 12), 15=-1557(LC 12) Max Grav 25=2968(LC 17), 15=2968(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-971/246, 2-3=-1159/441, 3-4=-5136/2920, 4-5=-4772/2787, 5-7=-7293/4211, 7-8=-7912/4535, 8-10=-7293/4211, 10-11=-4772/2787, 11-12=-5136/2920, 12-13=-1159/516, 13-14=-972/326 BOT CHORD 1-25=-263/960, 23-25=-2367/4477, 22-23=-3623/6787, 20-22=-4193/7879, 18-20=-4208/7821, 16-18=-3638/6634, 15-16=-2353/4313, 14-15=-333/961 WEBS 2-25=-577/576, 3-25=-3875/2509, 3-23=-152/614, 4-23=-716/1558, 5-23=-2495/1483, 5-22=-449/1204, 7-22=-844/588, 7-20=-44/252, 8-20=-44/252, 8-18=-844/588, 10-18=-449/1204, 10-16=-2494/1483, 11-16=-716/1559, 12-16=-153/614, 12-15=-3876/2509, 13-15=-576/576 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 13-0-0, Exterior(2R) 13-0-0 to 22-4-0, Interior(1) 22-4-0 to 53-0-0, Exterior(2R) 53-0-0 to 62-4-0, Interior(1) 62-4-0 to 65-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 5x6 MT20 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 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A2 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922547 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:03 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-AyPncAKNotqhQTrH8igxRJ8CGNiiBo7crbJQckzjY5w NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=1645, 15=1557. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A2P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922548 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:32:44 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-ot366eleu4SRj5HwHK6Eee83Ckwgy2p5kvuXsVzifC1 Scale = 1:110.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5x6 6x12 MT20HS 6x12 MT20HS 5x6 6x8 12x14 6x8 5x8 5x6 5x8 5x6 5x6 5x6 5x8 5x6 5x8 6x8 12x14 6x12 MT20HS6x12 MT20HS6x12 MT20HS 8x14 MT20HS 8x14 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 13-0-0 10-8-0 23-11-5 10-11-5 33-0-0 9-0-11 42-0-11 9-0-11 53-0-0 10-11-5 63-8-0 10-8-0 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 7-8-0 5-4-0 13-0-0 5-4-0 20-8-3 7-8-3 28-9-4 8-1-1 37-2-12 8-5-8 45-3-13 8-1-2 53-0-0 7-8-3 58-4-0 5-4-0 63-8-0 5-4-0 66-0-0 2-4-0 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-3-4], [6:0-7-0,0-4-8], [9:0-7-0,0-4-8], [12:0-3-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.83 0.48 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.58 1.13 -0.31 1.31 (loc) 20 20 15 20 l/defl >999 >652 n/a >562 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 460 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 1-4,11-14: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-25,12-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-3-10 oc bracing. WEBS 1 Row at midpt 3-25, 5-22, 10-18, 12-15 2 Rows at 1/3 pts 5-23, 10-16 REACTIONS.(lb/size)25=2613/0-8-0, 15=2613/0-8-0 Max Horz 25=220(LC 11) Max Uplift 25=-2963(LC 12), 15=-2874(LC 12) Max Grav 25=2860(LC 20), 15=2940(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-830/962, 2-26=-982/1197, 26-27=-957/1210, 3-27=-894/1210, 3-4=-4972/5528, 4-28=-4606/5241, 5-28=-4605/5241, 5-29=-7304/8519, 6-29=-7304/8519, 6-30=-7304/8519, 7-30=-7304/8519, 7-8=-7734/8967, 8-31=-7343/8519, 9-31=-7343/8519, 9-32=-7343/8519, 10-32=-7343/8519, 10-33=-4730/5241, 11-33=-4731/5241, 11-12=-5092/5528, 12-34=-989/1210, 34-35=-1052/1210, 13-35=-1078/1197, 13-14=-896/962 BOT CHORD 1-25=-937/825, 25-36=-4425/4128, 36-37=-4425/4128, 24-37=-4425/4128, 23-24=-4425/4128, 23-38=-7150/6497, 38-39=-7150/6497, 39-40=-7150/6497, 22-40=-7150/6497, 21-22=-8520/7645, 20-21=-8520/7645, 19-20=-8506/7647, 18-19=-8506/7647, 18-41=-7136/6502, 41-42=-7136/6502, 42-43=-7136/6502, 17-43=-7136/6502, 16-17=-7136/6502, 16-44=-4410/4270, 44-45=-4410/4270, 15-45=-4410/4270, 14-15=-937/887 WEBS 2-25=-521/685, 3-25=-3820/4555, 3-23=-494/614, 4-23=-1692/1521, 5-23=-2386/2777, 5-22=-1592/1307, 7-22=-676/892, 7-20=-412/176, 8-20=-412/165, 8-18=-676/892, 10-18=-1592/1279, 10-16=-2336/2777, 11-16=-1692/1529, 12-16=-457/614, 12-15=-3912/4555, 13-15=-563/685 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 13-0-0, Exterior(2R) 13-0-0 to 22-4-0, Interior(1) 22-4-0 to 53-0-0, Exterior(2R) 53-0-0 to 62-4-0, Interior(1) 62-4-0 to 65-7-15 zone; cantilever 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding.Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A2P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922548 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:32:45 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-G3cUJ_mGfOaILFs7r1eTAshEy8FvhV3EzYd5PyzifC0 NOTES- 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2963 lb uplift at joint 25 and 2874 lb uplift at joint 15. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A3 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922549 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-aX5wECMG5oCGHxasprEe3yljNafTO9q2XZX4D3zjY5t Scale = 1:112.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5x6 6x8 5x6 6x8 5x6 6x8 12x14 6x8 5x6 5x6 5x8 3x6 5x8 3x6 3x6 5x8 3x6 5x8 5x8 5x6 6x8 12x14 6x8 6x8 6x12 MT20HS6x12 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 8-8-0 6-4-0 15-0-0 6-4-0 22-3-7 7-3-7 29-5-2 7-1-11 36-6-14 7-1-11 43-8-9 7-1-11 51-0-0 7-3-7 57-4-0 6-4-0 63-8-0 6-4-0 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 8-8-0 6-4-0 15-0-0 6-4-0 22-3-7 7-3-7 29-5-2 7-1-11 36-6-14 7-1-11 43-8-9 7-1-11 51-0-0 7-3-7 57-4-0 6-4-0 63-8-0 6-4-0 66-0-0 2-4-0 0-4-16-7-10-4-16-7-15.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [4:0-5-8,0-3-0], [9:0-4-0,Edge], [13:0-7-0,0-9-12], [16:0-3-8,0-3-0], [27:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.65 0.78 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.59 -1.06 0.22 0.73 (loc) 21-22 21-22 15 21-22 l/defl >999 >692 n/a >999 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 478 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 1-26,14-17: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-27,13-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. WEBS 1 Row at midpt 2-27, 4-24, 7-24, 7-21, 10-18, 13-16 REACTIONS. (size)28=0-8-0, 15=0-8-0 Max Horz 28=-255(LC 10) Max Uplift 28=-1645(LC 12), 15=-1557(LC 12) Max Grav 28=3010(LC 17), 15=3007(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-838/318, 2-3=-5094/2792, 3-4=-5142/2946, 4-5=-6180/3663, 5-7=-6180/3663, 7-8=-6886/4032, 8-10=-6886/4032, 10-11=-4739/2805, 11-12=-5130/2942, 12-13=-5088/2792, 13-14=-853/397 BOT CHORD 1-28=-321/827, 27-28=-321/1018, 25-27=-2437/4784, 24-25=-2368/4815, 22-24=-3615/7007, 21-22=-3615/7007, 19-21=-3258/6136, 18-19=-3258/6136, 16-18=-2423/4587, 15-16=-392/842, 14-15=-392/842 WEBS 2-28=-2610/1741, 2-27=-2200/3798, 3-27=-413/408, 3-25=-121/333, 4-25=-38/324, 4-24=-1138/2073, 5-24=-445/471, 7-24=-1117/559, 7-22=0/380, 8-21=-415/371, 10-21=-532/1044, 10-19=0/366, 10-18=-2102/1143, 11-18=-735/1550, 12-18=-118/330, 12-16=-408/403, 13-16=-2199/3777, 13-15=-2606/1744 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 15-0-0, Exterior(2R) 15-0-0 to 24-4-0, Interior(1) 24-4-0 to 51-0-0, Exterior(2R) 51-0-0 to 60-4-0, Interior(1) 60-4-0 to 65-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 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. Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A3 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922549 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:06 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-aX5wECMG5oCGHxasprEe3yljNafTO9q2XZX4D3zjY5t NOTES- 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) 28=1645, 15=1557. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A3P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922550 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:32:48 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-heIdx0o9yJytCibhW9BAoUJjxLCturlhfWsl_GzifBz Scale = 1:110.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5x6 6x12 MT20HS 6x12 MT20HS 6x12 MT20HS 5x6 6x8 12x14 6x8 5x6 5x8 5x6 5x6 5x8 3x6 3x6 5x8 3x6 5x8 5x8 5x6 6x8 12x14 6x12 MT20HS 6x8 6x12 MT20HS6x12 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 8-8-0 6-4-0 15-0-0 6-4-0 22-3-7 7-3-7 29-5-2 7-1-11 36-6-14 7-1-11 43-8-9 7-1-11 51-0-0 7-3-7 57-4-0 6-4-0 63-8-0 6-4-0 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 8-8-0 6-4-0 15-0-0 6-4-0 22-3-7 7-3-7 29-5-2 7-1-11 36-6-14 7-1-11 43-8-9 7-1-11 51-0-0 7-3-7 57-4-0 6-4-0 63-8-0 6-4-0 66-0-0 2-4-0 0-4-16-7-10-4-16-7-15.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [6:0-6-0,Edge], [9:0-6-0,Edge], [13:0-7-0,0-9-12], [16:0-3-8,0-3-0], [27:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.91 0.78 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 0.96 -0.26 1.12 (loc) 21-22 21-22 15 21-22 l/defl >999 >763 n/a >659 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 478 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP M 26 *Except* 1-4,11-14: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 1-26,14-17: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-27,13-16: 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 3-2-8 oc bracing. WEBS 1 Row at midpt 2-27, 4-25, 5-25, 7-24, 7-21, 10-21, 10-18, 11-18, 13-16 REACTIONS.(lb/size)28=2613/0-8-0, 15=2613/0-8-0 Max Horz 28=-255(LC 10) Max Uplift 28=-2963(LC 12), 15=-2874(LC 12) Max Grav 28=2913(LC 20), 15=3010(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-766/776, 2-29=-4884/5103, 29-30=-4800/5114, 3-30=-4796/5121, 3-4=-4996/5346, 4-31=-4611/5064, 5-31=-4611/5064, 5-32=-6134/6819, 32-33=-6134/6819, 6-33=-6134/6819, 6-7=-6134/6819, 7-8=-6905/7645, 8-9=-6905/7645, 9-34=-6905/7645, 34-35=-6905/7645, 10-35=-6905/7645, 10-36=-4749/5064, 11-36=-4749/5064, 11-12=-5140/5345, 12-37=-5004/5122, 37-38=-5015/5114, 13-38=-5092/5103, 13-14=-856/855 BOT CHORD 1-28=-761/761, 28-39=-774/761, 39-40=-774/761, 27-40=-774/761, 26-27=-4521/4428, 25-26=-4521/4428, 25-41=-6405/6126, 24-41=-6405/6126, 24-42=-7230/6903, 23-42=-7230/6903, 23-43=-7230/6903, 22-43=-7230/6903, 22-44=-7230/6903, 21-44=-7230/6903, 20-21=-6390/6140, 20-45=-6390/6140, 45-46=-6390/6140, 19-46=-6390/6140, 19-47=-6390/6140, 18-47=-6390/6140, 17-18=-4536/4590, 16-17=-4536/4590, 16-48=-832/845, 48-49=-832/845, 15-49=-832/845, 14-15=-832/845 WEBS 2-28=-2478/2715, 2-27=-3816/3698, 3-27=-411/623, 3-25=-225/334, 4-25=-1637/1539, 5-25=-2090/2312, 5-24=-1125/984, 7-24=-1097/1347, 7-22=-429/372, 8-21=-424/381, 10-21=-1346/1030, 10-19=-416/360, 10-18=-2053/2312, 11-18=-1637/1547, 12-18=-224/333, 12-16=-410/622, 13-16=-3819/3778, 13-15=-2608/2716 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 15-0-0, Exterior(2R) 15-0-0 to 24-4-0, Interior(1) 24-4-0 to 51-0-0, Exterior(2R) 51-0-0 to 60-4-0, Interior(1) 60-4-0 to 65-7-15 zone; cantilever 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing.Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A3P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922550 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:32:48 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-heIdx0o9yJytCibhW9BAoUJjxLCturlhfWsl_GzifBz NOTES- 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2963 lb uplift at joint 28 and 2874 lb uplift at joint 15. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A4 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922551 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-?6m2sEP8Ojar8OJRUznLhaNFsngobYAUDXmkqOzjY5q Scale = 1:114.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 6x8 6x8 6x8 12x14 6x8 5x8 3x6 3x6 5x8 3x6 5x8 6x8 12x14 6x8 6x12 MT20HS6x12 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 9-8-0 7-4-0 17-0-0 7-4-0 25-0-14 8-0-14 33-0-0 7-11-2 40-11-2 7-11-2 49-0-0 8-0-14 56-4-0 7-4-0 63-8-0 7-4-0 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 9-8-0 7-4-0 17-0-0 7-4-0 25-0-14 8-0-14 33-0-0 7-11-2 40-11-2 7-11-2 49-0-0 8-0-14 56-4-0 7-4-0 63-8-0 7-4-0 66-0-0 2-4-0 0-4-17-5-10-4-17-5-15.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [5:0-5-8,0-3-0], [11:0-5-8,0-3-0], [14:0-7-0,0-9-12], [17:0-3-8,0-3-0], [27:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.64 0.81 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.91 0.19 0.62 (loc) 20-22 20-22 16 22 l/defl >999 >812 n/a >999 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 478 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 1-26,15-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-27,14-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. WEBS 1 Row at midpt 2-27, 4-25, 5-24, 8-24, 8-20, 11-20, 12-19, 14-17 REACTIONS. (size)28=0-8-0, 16=0-8-0 Max Horz 28=-290(LC 10) Max Uplift 28=-1645(LC 12), 16=-1557(LC 12) Max Grav 28=3029(LC 17), 16=3029(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-948/368, 2-4=-5250/2881, 4-5=-5070/2914, 5-6=-5821/3492, 6-8=-5821/3493, 8-10=-5821/3493, 10-11=-5821/3492, 11-12=-5070/2914, 12-14=-5250/2881, 14-15=-967/447 BOT CHORD 1-28=-379/940, 27-28=-379/1157, 25-27=-2511/4947, 24-25=-2311/4755, 22-24=-3220/6296, 20-22=-3220/6296, 19-20=-2306/4538, 17-19=-2497/4729, 16-17=-450/959, 15-16=-450/959 WEBS 2-28=-2608/1764, 2-27=-2221/3814, 4-27=-317/366, 4-25=-260/228, 5-25=-93/469, 5-24=-951/1766, 6-24=-504/517, 8-24=-690/314, 8-22=0/436, 8-20=-689/314, 10-20=-504/518, 11-20=-951/1766, 11-19=-93/470, 12-19=-259/228, 12-17=-317/366, 14-17=-2220/3794, 14-16=-2603/1765 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 17-0-0, Exterior(2R) 17-0-0 to 26-4-0, Interior(1) 26-4-0 to 49-0-0, Exterior(2R) 49-0-0 to 58-4-0, Interior(1) 58-4-0 to 65-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 5x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A4 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922551 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:10 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-TIKR4ZPm90iimYud2gIaDowQcB01K?QeSBVHMqzjY5p NOTES- 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 28=1645, 16=1557. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A4P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922552 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:32:52 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-ZPY8nNrf0XSJhKuTl?G6yKTOYzZIqetGa8qz72zifBv Scale = 1:112.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 7x10 WB 6x12 MT20HS 6x12 MT20HS 6x12 MT20HS 7x10 WB 5x6 6x8 12x14 6x8 5x6 5x8 5x8 3x6 5x8 3x6 3x6 5x8 5x8 5x6 6x8 12x14 6x12 MT20HS 5x6 6x8 6x12 MT20HS6x12 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 9-8-0 7-4-0 17-0-0 7-4-0 25-0-14 8-0-14 33-0-0 7-11-2 40-11-2 7-11-2 49-0-0 8-0-14 56-4-0 7-4-0 63-8-0 7-4-0 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 9-8-0 7-4-0 17-0-0 7-4-0 25-0-14 8-0-14 33-0-0 7-11-2 40-11-2 7-11-2 49-0-0 8-0-14 56-4-0 7-4-0 63-8-0 7-4-0 66-0-0 2-4-0 0-4-17-5-10-4-17-5-15.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [3:0-5-0,Edge], [5:0-6-12,0-3-4], [7:0-6-0,Edge], [9:0-6-0,Edge], [11:0-6-12,0-3-4], [13:0-5-0,Edge], [14:0-7-0,0-9-12], [17:0-3-8,0-3-0], [27:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 1.00 0.81 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 0.92 -0.23 1.07 (loc) 20-22 22-24 16 22-24 l/defl >999 >796 n/a >687 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 481 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 1-26,15-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-27,14-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-1-5 oc bracing. WEBS 1 Row at midpt 2-27, 4-25, 5-25, 6-25, 6-22, 10-22, 10-19, 11-19, 12-19, 14-17 REACTIONS.(lb/size)28=2613/0-8-0, 16=2613/0-8-0 Max Horz 28=-290(LC 10) Max Uplift 28=-2963(LC 12), 16=-2874(LC 12) Max Grav 28=2923(LC 20), 16=3029(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-865/929, 2-3=-5029/5231, 3-29=-4940/5242, 29-30=-4940/5244, 4-30=-4926/5252, 4-5=-4941/5153, 5-6=-4531/4889, 6-31=-6201/6726, 7-31=-6201/6726, 7-8=-6201/6726, 8-9=-6201/6726, 9-32=-6201/6726, 10-32=-6201/6726, 10-11=-4665/4889, 11-12=-5066/5153, 12-33=-5147/5252, 33-34=-5161/5244, 13-34=-5167/5242, 13-14=-5250/5231, 14-15=-967/958 BOT CHORD 1-28=-906/861, 28-35=-921/861, 35-36=-921/861, 27-36=-921/861, 26-27=-4631/4557, 25-26=-4631/4557, 25-37=-5859/5800, 24-37=-5859/5800, 23-24=-5859/5800, 23-38=-5859/5800, 38-39=-5859/5800, 22-39=-5859/5800, 22-40=-5845/5803, 40-41=-5845/5803, 21-41=-5845/5803, 20-21=-5845/5803, 20-42=-5845/5803, 19-42=-5845/5803, 18-19=-4645/4729, 17-18=-4645/4729, 17-43=-937/959, 43-44=-937/959, 16-44=-937/959, 15-16=-937/959 WEBS 2-28=-2466/2713, 2-27=-3821/3720, 4-27=-334/457, 4-25=-207/342, 5-25=-1529/1481, 6-25=-1809/1911, 6-24=-468/425, 6-22=-798/621, 8-22=-455/409, 10-22=-798/589, 10-20=-468/425, 10-19=-1766/1911, 11-19=-1529/1484, 12-19=-259/342, 12-17=-324/457, 14-17=-3822/3794, 14-16=-2606/2713 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 17-0-0, Exterior(2R) 17-0-0 to 26-4-0, Interior(1) 26-4-0 to 49-0-0, Exterior(2R) 49-0-0 to 58-4-0, Interior(1) 58-4-0 to 65-7-15 zone; cantilever 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. Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A4P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922552 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:32:52 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-ZPY8nNrf0XSJhKuTl?G6yKTOYzZIqetGa8qz72zifBv NOTES- 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2963 lb uplift at joint 28 and 2874 lb uplift at joint 16. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A5 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922553 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-tt0ZibSfRx4Gd0cCjpsHrQYyBP_yXJa489kyz9zjY5m Scale = 1:112.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 6x8 7x10 6x8 6x8 10x12 6x8 5x8 5x8 6x8 10x12 6x8 7x10 7x10 WB 2-0-0 2-0-0 2-4-0 0-4-0 10-8-0 8-4-0 19-0-0 8-4-0 28-5-4 9-5-4 37-6-12 9-1-8 47-0-0 9-5-4 55-4-0 8-4-0 63-8-0 8-4-0 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 7-8-15 5-4-15 13-7-11 5-10-12 19-0-0 5-4-5 25-7-12 6-7-12 33-0-0 7-4-4 40-4-3 7-4-3 47-0-0 6-7-12 52-4-4 5-4-4 58-3-1 5-10-13 63-8-0 5-4-15 66-0-0 2-4-0 0-4-18-3-10-4-18-3-15.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-5-0], [8:0-5-0,0-4-8], [11:0-0-0,0-0-0], [12:0-0-0,0-0-0], [16:0-3-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.55 0.98 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.82 0.24 0.54 (loc) 21-22 21-22 16 21-22 l/defl >999 >901 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 485 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 1-25,15-18: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-27, 7-24, 8-22, 8-21, 9-19, 12-16 REACTIONS. (size)27=0-8-0, 16=0-8-0 Max Horz 27=-325(LC 10) Max Uplift 27=-1645(LC 12), 16=-1557(LC 12) Max Grav 27=3069(LC 17), 16=3069(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-926/281, 2-4=-1126/476, 4-5=-5251/2897, 5-6=-4972/2884, 6-7=-4580/2745, 7-8=-5475/3272, 8-9=-5476/3272, 9-10=-4580/2745, 10-11=-4972/2884, 11-12=-5252/2897, 12-14=-1126/551, 14-15=-926/361 BOT CHORD 1-27=-293/925, 26-27=-2379/4760, 24-26=-2500/5000, 22-24=-2701/5430, 21-22=-2854/5653, 19-21=-2715/5273, 17-19=-2485/4757, 16-17=-2365/4518, 15-16=-364/925 WEBS 2-27=-609/571, 4-27=-4144/2482, 4-26=-61/478, 5-24=-455/397, 6-24=-774/1559, 7-24=-1353/768, 7-22=-154/695, 8-22=-347/237, 8-21=-347/237, 9-21=-154/695, 9-19=-1352/768, 10-19=-774/1559, 11-19=-456/397, 12-17=-61/478, 14-16=-608/571, 12-16=-4146/2482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 19-0-0, Exterior(2R) 19-0-0 to 28-4-0, Interior(1) 28-4-0 to 47-0-0, Exterior(2R) 47-0-0 to 56-4-0, Interior(1) 56-4-0 to 65-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 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. Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A5 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922553 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:13 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-tt0ZibSfRx4Gd0cCjpsHrQYyBP_yXJa489kyz9zjY5m NOTES- 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) 27=1645, 16=1557. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A5P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922554 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:32:55 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-__DGPPtYJSquYnd2R7ppay5yfAYT116jG62dkMzifBs Scale = 1:113.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 7x10 WB 6x8 8x10 6x8 7x10 WB 6x8 10x14 6x8 5x8 5x8 6x8 10x14 6x8 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 10-8-0 8-4-0 19-0-0 8-4-0 28-5-4 9-5-4 37-6-12 9-1-8 47-0-0 9-5-4 55-4-0 8-4-0 63-8-0 8-4-0 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 7-8-15 5-4-15 13-7-11 5-10-12 19-0-0 5-4-5 25-7-12 6-7-12 33-0-0 7-4-4 40-4-3 7-4-3 47-0-0 6-7-12 52-4-4 5-4-4 58-3-1 5-10-13 63-8-0 5-4-15 66-0-0 2-4-0 0-4-18-3-10-4-18-3-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-5-0], [4:0-5-0,Edge], [6:0-4-8,0-4-0], [8:0-5-0,0-5-4], [10:0-4-8,0-4-0], [11:0-0-0,0-0-0], [12:0-5-0,Edge], [13:0-0-0,0-0-0], [14:0-3-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.81 0.97 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.81 -0.27 0.94 (loc) 21-22 21-22 16 21-22 l/defl >999 >907 n/a >785 L/d 360 180 n/a 240 PLATES MT20 Weight: 487 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 1-25,15-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-27,13-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-27, 6-24, 7-24, 8-22, 8-21, 9-19, 10-19, 13-16 REACTIONS.(lb/size)27=2613/0-8-0, 16=2613/0-8-0 Max Horz 27=-325(LC 10) Max Uplift 27=-2963(LC 12), 16=-2874(LC 12) Max Grav 27=2953(LC 20), 16=3069(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-797/899, 2-28=-960/1098, 3-28=-872/1112, 3-29=-5029/5281, 4-29=-4997/5282, 4-5=-4993/5294, 5-6=-4848/4967, 6-30=-4451/4679, 7-30=-4451/4679, 7-31=-5453/5809, 8-31=-5453/5809, 8-32=-5476/5809, 9-32=-5476/5809, 9-33=-4579/4679, 10-33=-4580/4679, 10-11=-4972/4967, 11-12=-5220/5294, 12-34=-5222/5282, 13-34=-5256/5281, 13-35=-985/1112, 14-35=-1074/1098, 14-15=-881/899 BOT CHORD 1-27=-872/802, 27-36=-4346/4321, 36-37=-4346/4321, 26-37=-4346/4321, 25-26=-4499/4635, 25-38=-4499/4635, 38-39=-4499/4635, 24-39=-4499/4635, 24-40=-5061/5247, 23-40=-5061/5247, 23-41=-5061/5247, 22-41=-5061/5247, 22-42=-5325/5549, 42-43=-5325/5549, 21-43=-5325/5549, 21-44=-5047/5249, 20-44=-5047/5249, 20-45=-5047/5249, 19-45=-5047/5249, 19-46=-4514/4757, 46-47=-4514/4757, 18-47=-4514/4757, 17-18=-4514/4757, 17-48=-4361/4521, 48-49=-4361/4521, 16-49=-4361/4521, 15-16=-872/879 WEBS 2-27=-522/664, 3-27=-4061/4197, 3-26=-355/477, 5-24=-374/538, 6-24=-1579/1545, 7-24=-1353/1380, 7-22=-708/695, 8-22=-347/374, 8-21=-347/374, 9-21=-708/670, 9-19=-1312/1380, 10-19=-1581/1558, 11-19=-456/538, 13-17=-330/471, 14-16=-590/664, 13-16=-4202/4197 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 19-0-0, Exterior(2R) 19-0-0 to 28-4-0, Interior(1) 28-4-0 to 47-0-0, Exterior(2R) 47-0-0 to 56-4-0, Interior(1) 56-4-0 to 65-7-15 zone; cantilever 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. Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A5P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922554 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:32:55 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-__DGPPtYJSquYnd2R7ppay5yfAYT116jG62dkMzifBs NOTES- 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 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 2963 lb uplift at joint 27 and 2874 lb uplift at joint 16. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A6 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922555 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-ISiiKdUXksTrUTLnOxP_T3ASdc0fkhvWq6ycZUzjY5j Scale = 1:112.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 6x8 6x8 10x12 6x8 7x10 5x8 3x6 3x6 5x8 5x8 7x10 6x8 10x12 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 11-11-15 9-7-15 21-0-0 9-0-1 29-0-9 8-0-9 36-11-7 7-10-13 45-0-0 8-0-9 54-0-1 9-0-1 63-8-0 9-7-15 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 7-9-7 5-5-7 15-8-6 7-10-15 21-0-0 5-3-10 29-0-9 8-0-9 36-11-7 7-10-13 45-0-0 8-0-9 50-3-10 5-3-10 58-2-9 7-10-15 63-8-0 5-5-7 66-0-0 2-4-0 0-4-19-1-10-4-19-1-15.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-5-0], [6:0-5-8,0-3-0], [13:0-3-12,0-3-0], [16:0-3-12,0-5-0], [17:0-5-0,0-4-8], [24:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.60 0.98 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.81 0.26 0.53 (loc) 20-21 20-21 16 20-21 l/defl >999 >913 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 491 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 1-24,15-17: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-23, 6-21, 7-21, 9-21, 9-18, 10-18, 11-18 2 Rows at 1/3 pts 3-25, 13-16 REACTIONS. (size)25=0-8-0, 16=0-8-0 Max Horz 25=359(LC 11) Max Uplift 25=-1645(LC 12), 16=-1557(LC 12) Max Grav 25=3092(LC 17), 16=3088(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-989/265, 2-3=-1162/439, 3-5=-5356/2921, 5-6=-4843/2853, 6-7=-5025/3097, 7-9=-5025/3097, 9-10=-4443/2707, 10-11=-4834/2852, 11-13=-5349/2921, 13-14=-1159/512, 14-15=-988/343 BOT CHORD 1-25=-271/973, 24-25=-2445/4882, 23-24=-2459/4983, 21-23=-2132/4574, 20-21=-2530/5077, 18-20=-2530/5077, 17-18=-2444/4705, 16-17=-2431/4608, 15-16=-340/972 WEBS 2-25=-539/517, 3-25=-4199/2582, 3-24=-12/449, 5-23=-639/503, 6-23=-346/877, 6-21=-611/1155, 7-21=-500/520, 9-20=0/431, 9-18=-1180/609, 10-18=-751/1497, 11-18=-636/502, 13-17=-12/445, 13-16=-4196/2583, 14-16=-536/517 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 21-0-0, Exterior(2R) 21-0-0 to 30-4-0, Interior(1) 30-4-0 to 45-0-0, Exterior(2R) 45-0-0 to 54-4-0, Interior(1) 54-4-0 to 65-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 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. Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A6 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922555 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:16 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-ISiiKdUXksTrUTLnOxP_T3ASdc0fkhvWq6ycZUzjY5j NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=1645, 16=1557. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A6P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922556 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:32:57 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-wNL1q5voq35bn5nQYYrHfNBG6_EmVyC?kQXkpFzifBq Scale = 1:112.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 7x10 WB 6x12 MT20HS 6x8 6x8 7x10 WB 5x6 10x14 6x8 7x10 5x6 5x6 5x8 3x6 3x6 5x8 5x8 5x6 7x10 6x8 10x14 5x6 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 11-11-15 9-7-15 21-0-0 9-0-1 29-0-9 8-0-9 36-11-7 7-10-13 45-0-0 8-0-9 54-0-1 9-0-1 63-8-0 9-7-15 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 7-9-7 5-5-7 15-8-6 7-10-15 21-0-0 5-3-10 29-0-9 8-0-9 36-11-7 7-10-13 45-0-0 8-0-9 50-3-10 5-3-10 58-2-9 7-10-15 63-8-0 5-5-7 66-0-0 2-4-0 0-4-19-1-10-4-19-1-15.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-5-0], [4:0-5-0,Edge], [6:0-7-4,0-3-8], [8:0-4-0,Edge], [10:0-4-0,0-3-12], [12:0-5-0,Edge], [13:0-3-12,0-3-0], [16:0-3-4,0-5-0], [17:0-5-0,0-4-8], [24:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.88 0.98 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.80 -0.29 0.92 (loc) 20-21 20-21 16 20-21 l/defl >999 >918 n/a >803 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 495 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 1-24,15-17: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-25,13-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-25, 5-23, 6-23, 6-21, 7-21, 9-21, 9-18, 10-18, 11-18, 13-16 REACTIONS.(lb/size)25=2613/0-8-0, 16=2613/0-8-0 Max Horz 25=359(LC 11) Max Uplift 25=-2963(LC 12), 16=-2874(LC 12) Max Grav 25=2968(LC 20), 16=3088(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-862/1044, 2-26=-1002/1210, 3-26=-912/1225, 3-4=-5123/5332, 4-27=-5069/5336, 5-27=-5059/5350, 5-6=-4727/4825, 6-28=-5007/5259, 7-28=-5007/5259, 7-29=-5007/5260, 8-29=-5007/5260, 8-30=-5007/5260, 9-30=-5007/5260, 9-31=-4443/4533, 10-31=-4443/4533, 10-11=-4833/4826, 11-32=-5272/5349, 12-32=-5280/5335, 12-13=-5351/5332, 13-33=-1014/1224, 14-33=-1105/1209, 14-15=-940/1044 BOT CHORD 1-25=-991/853, 25-34=-4403/4391, 34-35=-4403/4391, 24-35=-4403/4391, 24-36=-4404/4608, 36-37=-4404/4608, 23-37=-4404/4608, 23-38=-3950/4308, 22-38=-3950/4308, 21-22=-3950/4308, 21-39=-4675/5012, 39-40=-4675/5012, 40-41=-4675/5012, 20-41=-4675/5012, 19-20=-4675/5012, 19-42=-4675/5012, 18-42=-4675/5012, 18-43=-4417/4705, 43-44=-4417/4705, 17-44=-4417/4705, 17-45=-4419/4609, 45-46=-4419/4609, 16-46=-4419/4609, 15-16=-991/923 WEBS 2-25=-460/591, 3-25=-4083/4210, 3-24=-311/449, 5-24=-391/206, 5-23=-505/725, 6-23=-798/751, 6-21=-1161/1155, 7-21=-500/518, 9-20=-527/431, 9-18=-1137/1148, 10-18=-1519/1497, 11-18=-637/721, 11-17=-391/209, 13-17=-228/446, 13-16=-4253/4211, 14-16=-518/590 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 21-0-0, Exterior(2R) 21-0-0 to 30-4-0, Interior(1) 30-4-0 to 45-0-0, Exterior(2R) 45-0-0 to 54-4-0, Interior(1) 54-4-0 to 65-7-15 zone; cantilever 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. Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A6P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922556 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:32:58 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-OZvP2QwQbNDSPFMc6GMWCbjRsNZ?EPS9y4HHLhzifBp NOTES- 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2963 lb uplift at joint 25 and 2874 lb uplift at joint 16. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A7 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922557 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-ADxDA_X2o5zHz5fYdnUwdvL7dDNNgVm6lkwpjFzjY5f Scale = 1:113.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 40 6x8 6x8 7x10 WB 12x14 7x10 5x8 5x8 7x10 12x14 7x10 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 9-2-11 6-10-11 16-1-5 6-10-11 23-0-0 6-10-11 33-0-0 10-0-0 43-0-0 10-0-0 49-10-11 6-10-11 56-9-5 6-10-11 63-8-0 6-10-11 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 9-2-11 6-10-11 16-1-5 6-10-11 23-0-0 6-10-11 29-3-12 6-3-12 36-8-3 7-4-7 43-0-0 6-3-12 49-10-11 6-10-11 56-9-5 6-10-11 63-8-0 6-10-11 66-0-0 2-4-0 0-4-19-11-10-4-19-11-15.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [14:0-7-0,0-9-12], [17:0-3-8,0-3-8], [27:0-3-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.60 1.00 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.80 0.23 0.50 (loc) 22-24 22-24 16 22 l/defl >999 >915 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 504 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-27,14-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-27, 5-24, 6-24, 7-24, 7-22, 9-22, 9-20, 10-20, 11-20, 14-17 REACTIONS. (size)28=0-8-0, 16=0-8-0 Max Horz 28=-394(LC 10) Max Uplift 28=-1645(LC 12), 16=-1557(LC 12) Max Grav 28=3071(LC 17), 16=3071(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-906/351, 2-3=-5285/2834, 3-5=-5221/2985, 5-6=-4612/2773, 6-7=-4230/2657, 7-9=-4597/2880, 9-10=-4230/2657, 10-11=-4612/2773, 11-13=-5222/2985, 13-14=-5286/2834, 14-15=-931/431 BOT CHORD 1-28=-361/899, 27-28=-374/1195, 25-27=-2468/5058, 24-25=-2448/4983, 22-24=-2267/4671, 20-22=-2277/4570, 19-20=-2434/4688, 17-19=-2454/4762, 16-17=-432/924, 15-16=-432/924 WEBS 2-28=-2670/1762, 2-27=-2191/3891, 3-27=-342/371, 5-25=-18/321, 5-24=-858/578, 6-24=-698/1395, 7-24=-862/493, 7-22=-75/387, 9-22=-75/386, 9-20=-862/492, 10-20=-698/1395, 11-20=-859/578, 11-19=-24/321, 13-17=-342/371, 14-17=-2189/3866, 14-16=-2663/1762 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 23-0-0, Exterior(2R) 23-0-0 to 32-4-0, Interior(1) 32-4-0 to 43-0-0, Exterior(2R) 43-0-0 to 52-4-0, Interior(1) 52-4-0 to 65-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 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. Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A7 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922557 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:20 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-ADxDA_X2o5zHz5fYdnUwdvL7dDNNgVm6lkwpjFzjY5f NOTES- 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) 28=1645, 16=1557. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A7P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922558 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:02 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-GL8wtozxfcjuusfOL5RSMRu6u?xiABJktiFUUSzifBl Scale = 1:112.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 7x10 WB 6x8 6x8 6x8 7x10 WB 6x8 12x14 6x8 5x8 5x8 6x8 12x14 6x8 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 9-2-11 6-10-11 16-1-5 6-10-11 23-0-0 6-10-11 33-0-0 10-0-0 43-0-0 10-0-0 49-10-11 6-10-11 56-9-5 6-10-11 63-8-0 6-10-11 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 9-2-11 6-10-11 16-1-5 6-10-11 23-0-0 6-10-11 29-3-12 6-3-12 36-8-3 7-4-7 43-0-0 6-3-12 49-10-11 6-10-11 56-9-5 6-10-11 63-8-0 6-10-11 66-0-0 2-4-0 0-4-19-11-10-4-19-11-15.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [4:0-5-0,Edge], [6:0-4-0,0-3-8], [8:0-4-0,Edge], [10:0-4-0,0-3-8], [12:0-5-0,Edge], [14:0-7-0,0-9-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.94 1.00 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.80 -0.26 0.91 (loc) 22-24 22-24 16 22-24 l/defl >999 >915 n/a >806 L/d 360 180 n/a 240 PLATES MT20 Weight: 505 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-27,14-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-27, 5-24, 6-24, 7-24, 7-22, 9-22, 9-20, 10-20, 11-20, 14-17 REACTIONS.(lb/size)28=2613/0-8-0, 16=2613/0-8-0 Max Horz 28=394(LC 11) Max Uplift 28=-2963(LC 12), 16=-2874(LC 12) Max Grav 28=2943(LC 20), 16=3071(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-823/844, 2-29=-5023/5167, 3-29=-4934/5187, 3-4=-5015/5212, 4-30=-4971/5213, 5-30=-4942/5225, 5-6=-4517/4621, 6-31=-4125/4358, 7-31=-4125/4358, 7-32=-4597/4798, 8-32=-4597/4798, 8-33=-4597/4798, 9-33=-4597/4798, 9-34=-4230/4361, 10-34=-4230/4361, 10-11=-4612/4624, 11-35=-5136/5225, 12-35=-5163/5213, 12-13=-5222/5212, 13-36=-5197/5187, 14-36=-5286/5167, 14-15=-931/910 BOT CHORD 1-28=-830/821, 28-37=-845/851, 27-37=-845/851, 26-27=-4574/4552, 26-38=-4574/4552, 25-38=-4574/4552, 25-39=-4454/4582, 24-39=-4454/4582, 23-24=-4137/4495, 23-40=-4137/4495, 40-41=-4137/4495, 22-41=-4137/4495, 22-42=-4138/4496, 42-43=-4138/4496, 21-43=-4138/4496, 20-21=-4138/4496, 20-44=-4468/4688, 19-44=-4468/4688, 19-45=-4589/4762, 18-45=-4589/4762, 17-18=-4589/4762, 17-46=-890/924, 16-46=-890/924, 15-16=-890/924 WEBS 2-28=-2503/2703, 2-27=-3795/3759, 3-27=-359/271, 3-25=-142/300, 5-25=-565/292, 5-24=-673/1068, 6-24=-1443/1394, 7-24=-862/675, 7-22=-313/387, 9-22=-205/357, 9-20=-822/675, 10-20=-1444/1395, 11-20=-859/1068, 11-19=-565/321, 13-19=-163/299, 13-17=-344/266, 14-17=-3796/3866, 14-16=-2663/2703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 23-0-0, Exterior(2R) 23-0-0 to 32-4-0, Interior(1) 32-4-0 to 43-0-0, Exterior(2R) 43-0-0 to 52-4-0, Interior(1) 52-4-0 to 65-7-15 zone; cantilever 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding.Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A7P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922558 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:02 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-GL8wtozxfcjuusfOL5RSMRu6u?xiABJktiFUUSzifBl NOTES- 6) All plates are 5x6 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 2963 lb uplift at joint 28 and 2874 lb uplift at joint 16. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A8 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922559 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-bodLo0Zw50LsqYN7Jv1dFXzdHRREtrdYRi9TJazjY5c Scale = 1:113.7 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 6x8 6x8 7x10 WB 12x14 6x8 5x8 3x6 6x8 12x14 7x10 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 9-10-11 7-6-11 17-5-5 7-6-11 25-0-0 7-6-11 33-0-0 8-0-0 41-0-0 8-0-0 48-6-11 7-6-11 56-1-5 7-6-11 63-8-0 7-6-11 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 9-10-11 7-6-11 17-5-5 7-6-11 25-0-0 7-6-11 33-0-0 8-0-0 41-0-0 8-0-0 48-6-11 7-6-11 56-1-5 7-6-11 63-8-0 7-6-11 66-0-0 2-4-0 0-4-110-9-10-4-110-9-15.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [6:0-5-8,0-3-0], [8:0-5-8,0-3-0], [12:0-7-0,0-9-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.64 0.86 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.71 0.22 0.47 (loc) 18-20 18-20 14 20 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 506 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-25,6-20,8-20,12-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-7 oc bracing. WEBS 1 Row at midpt 2-25, 3-23, 5-22, 7-20, 9-18, 11-17, 12-15 REACTIONS. (size)26=0-8-0, 14=0-8-0 Max Horz 26=429(LC 11) Max Uplift 26=-1645(LC 12), 14=-1557(LC 12) Max Grav 26=3074(LC 17), 14=3074(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-983/387, 2-3=-5358/2878, 3-5=-5158/2965, 5-6=-4416/2709, 6-7=-4247/2774, 7-8=-4247/2774, 8-9=-4416/2709, 9-11=-5158/2965, 11-12=-5358/2878, 12-13=-1011/467 BOT CHORD 1-26=-403/979, 25-26=-406/1300, 23-25=-2500/5145, 22-23=-2404/4938, 20-22=-1930/4198, 18-20=-1915/3948, 17-18=-2390/4617, 15-17=-2485/4823, 14-15=-474/1006, 13-14=-474/1006 WEBS 2-26=-2659/1779, 2-25=-2174/3868, 3-25=-286/342, 3-23=-251/176, 5-23=-50/440, 5-22=-1028/654, 6-22=-398/1035, 6-20=-332/686, 7-20=-532/533, 8-20=-332/686, 8-18=-398/1035, 9-18=-1029/654, 9-17=-56/440, 11-17=-250/190, 11-15=-286/342, 12-15=-2173/3840, 12-14=-2652/1779 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 25-0-0, Exterior(2R) 25-0-0 to 34-4-0, Interior(1) 34-4-0 to 41-0-0, Exterior(2R) 41-0-0 to 50-4-0, Interior(1) 50-4-0 to 65-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 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. Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A8 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922559 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:23 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-bodLo0Zw50LsqYN7Jv1dFXzdHRREtrdYRi9TJazjY5c NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=1645, 14=1557. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A8P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922560 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:06 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-96ORjA0RjqDKMTz9axWOXH2nEcKo6?gKoKDidEzifBh Scale = 1:112.1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 7x10 WB 7x10 7x10 7x10 WB 6x8 12x14 6x8 5x8 3x6 6x8 12x14 6x8 2-0-0 2-0-0 2-4-0 0-4-0 9-10-11 7-6-11 17-5-5 7-6-11 25-0-0 7-6-11 33-0-0 8-0-0 41-0-0 8-0-0 48-6-11 7-6-11 56-1-5 7-6-11 63-8-0 7-6-11 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 9-10-11 7-6-11 17-5-5 7-6-11 25-0-0 7-6-11 33-0-0 8-0-0 41-0-0 8-0-0 48-6-11 7-6-11 56-1-5 7-6-11 63-8-0 7-6-11 66-0-0 2-4-0 0-4-110-9-10-4-110-9-15.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [4:0-5-0,Edge], [6:0-6-8,0-4-0], [8:0-6-8,0-4-0], [10:0-5-0,Edge], [12:0-7-0,0-9-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.98 0.86 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.71 -0.25 0.82 (loc) 18-20 18-20 14 20-22 l/defl >999 >999 n/a >901 L/d 360 180 n/a 240 PLATES MT20 Weight: 508 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-25,6-20,8-20,12-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-2-4 oc bracing. WEBS 1 Row at midpt 3-23, 5-22, 6-22, 6-20, 7-20, 8-20, 8-18, 9-18, 11-17 2 Rows at 1/3 pts 2-25, 12-15 REACTIONS.(lb/size)26=2613/0-8-0, 14=2613/0-8-0 Max Horz 26=429(LC 11) Max Uplift 26=-2963(LC 12), 14=-2874(LC 12) Max Grav 26=2944(LC 20), 14=3074(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-894/926, 2-27=-5093/5238, 3-27=-5002/5259, 3-4=-4976/5126, 4-28=-4894/5129, 5-28=-4845/5140, 5-6=-4344/4455, 6-29=-4247/4494, 29-30=-4247/4494, 7-30=-4247/4494, 7-31=-4247/4494, 31-32=-4247/4494, 8-32=-4247/4494, 8-9=-4416/4458, 9-33=-5027/5140, 10-33=-5076/5129, 10-11=-5158/5126, 11-34=-5269/5260, 12-34=-5358/5238, 12-13=-1011/986 BOT CHORD 1-26=-915/892, 26-35=-929/930, 25-35=-929/930, 24-25=-4633/4613, 24-36=-4633/4613, 23-36=-4633/4613, 23-37=-4348/4528, 22-37=-4348/4528, 21-22=-3564/3937, 21-38=-3564/3937, 38-39=-3564/3937, 20-39=-3564/3937, 20-40=-3567/3939, 40-41=-3567/3939, 19-41=-3567/3939, 18-19=-3567/3939, 18-42=-4362/4617, 17-42=-4362/4617, 17-43=-4648/4823, 16-43=-4648/4823, 15-16=-4648/4823, 15-44=-968/1006, 14-44=-968/1006, 13-14=-968/1006 WEBS 2-26=-2487/2701, 2-25=-3778/3744, 3-25=-324/199, 3-23=-172/477, 5-23=-671/394, 5-22=-822/1220, 6-22=-982/895, 6-20=-480/686, 7-20=-532/525, 8-20=-480/650, 8-18=-982/1035, 9-18=-1029/1220, 9-17=-671/440, 11-17=-250/477, 11-15=-311/190, 12-15=-3779/3840, 12-14=-2652/2701 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 25-0-0, Exterior(2R) 25-0-0 to 34-4-0, Interior(1) 34-4-0 to 41-0-0, Exterior(2R) 41-0-0 to 50-4-0, Interior(1) 50-4-0 to 65-7-15 zone; cantilever 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding.Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A8P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922560 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:06 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-96ORjA0RjqDKMTz9axWOXH2nEcKo6?gKoKDidEzifBh NOTES- 6) All plates are 5x6 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 2963 lb uplift at joint 26 and 2874 lb uplift at joint 14. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A9 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922561 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-?NIUR2cpOxjQh06i_1bKtAbAGeQM4DK?8gN8wvzjY5Z Scale = 1:112.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 40 41 42 6x8 6x8 6x8 10x12 6x8 5x8 3x6 6x8 10x12 6x8 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 10-8-15 8-4-15 20-10-0 10-1-1 27-0-0 6-2-0 33-0-0 6-0-0 39-0-0 6-0-0 45-2-0 6-2-0 55-3-1 10-1-1 63-8-0 8-4-15 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 7-8-12 5-4-12 13-9-8 6-0-12 20-10-0 7-0-7 27-0-0 6-2-0 33-0-0 6-0-0 39-0-0 6-0-0 45-2-0 6-2-0 52-2-8 7-0-8 58-3-3 6-0-12 63-8-0 5-4-13 66-0-0 2-4-0 0-4-111-7-10-4-111-7-15.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-5-0], [7:0-5-8,0-3-0], [9:0-5-8,0-3-0], [16:0-3-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.53 0.96 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.62 0.22 0.41 (loc) 17-19 17-19 16 22 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 529 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 1-26,15-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-22,9-22: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-25, 6-23, 7-23, 8-22, 9-21, 10-21, 12-19 2 Rows at 1/3 pts 3-28, 13-16 REACTIONS. (size)28=0-8-0, 16=0-8-0 Max Horz 28=463(LC 11) Max Uplift 28=-1645(LC 12), 16=-1557(LC 12) Max Grav 28=3099(LC 17), 16=3099(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-903/281, 2-3=-1110/476, 3-4=-5338/2896, 4-6=-4901/2876, 6-7=-4195/2661, 7-8=-3938/2620, 8-9=-3938/2620, 9-10=-4195/2661, 10-12=-4901/2876, 12-13=-5339/2896, 13-14=-1109/551, 14-15=-903/361 BOT CHORD 1-28=-293/908, 27-28=-2367/4919, 25-27=-2517/5163, 23-25=-2222/4696, 22-23=-1815/4017, 21-22=-1801/3813, 19-21=-2207/4348, 17-19=-2502/4816, 16-17=-2352/4574, 15-16=-364/908 WEBS 2-28=-628/575, 3-28=-4229/2467, 3-27=-87/497, 4-25=-588/401, 6-25=-197/748, 6-23=-1168/696, 7-23=-528/1157, 7-22=-248/540, 8-22=-383/407, 9-22=-248/541, 9-21=-528/1157, 10-21=-1168/696, 10-19=-201/748, 12-19=-588/408, 13-17=-87/498, 13-16=-4231/2467, 14-16=-626/575 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 27-0-0, Exterior(2R) 27-0-0 to 36-4-0, Interior(1) 36-4-0 to 39-0-0, Exterior(2R) 39-0-0 to 48-4-0, Interior(1) 48-4-0 to 65-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 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. Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A9 Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922561 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:26 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-?NIUR2cpOxjQh06i_1bKtAbAGeQM4DK?8gN8wvzjY5Z NOTES- 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) 28=1645, 16=1557. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A9P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922562 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:09 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-Zh3ZLB2K0lbuDxikF4358vgLYpL6JKQmUHRMEZzifBe Scale = 1:113.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 6x8 6x8 6x8 6x8 6x8 10x14 6x8 5x8 3x6 6x8 10x14 6x8 2-0-0 2-0-0 2-4-0 0-4-0 10-8-15 8-4-15 20-10-0 10-1-1 27-0-0 6-2-0 33-0-0 6-0-0 39-0-0 6-0-0 45-2-0 6-2-0 55-3-1 10-1-1 63-8-0 8-4-15 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 7-8-12 5-4-12 13-9-8 6-0-12 20-10-0 7-0-7 27-0-0 6-2-0 33-0-0 6-0-0 39-0-0 6-0-0 45-2-0 6-2-0 52-2-8 7-0-8 58-3-3 6-0-12 63-8-0 5-4-13 66-0-0 2-4-0 0-4-111-7-10-4-111-7-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-5-0], [5:0-4-0,Edge], [7:0-5-8,0-3-12], [9:0-5-8,0-3-12], [11:0-4-0,Edge], [14:0-3-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.79 0.95 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.62 -0.24 0.71 (loc) 17-19 17-19 16 25-27 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 529 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 1-26,15-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-28,7-22,9-22,13-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-28, 4-25, 6-25, 6-23, 7-23, 8-22, 9-21, 10-21, 10-19, 12-19, 13-16 REACTIONS.(lb/size)28=2613/0-8-0, 16=2613/0-8-0 Max Horz 28=-463(LC 10) Max Uplift 28=-2963(LC 12), 16=-2874(LC 12) Max Grav 28=2968(LC 20), 16=3099(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-770/803, 2-29=-938/1018, 3-29=-849/1031, 3-4=-5087/5325, 4-5=-4766/4847, 5-30=-4695/4857, 6-30=-4688/4868, 6-7=-4148/4291, 7-31=-3938/4188, 8-31=-3938/4188, 8-32=-3938/4188, 9-32=-3938/4188, 9-10=-4195/4293, 10-33=-4822/4868, 11-33=-4830/4857, 11-12=-4901/4847, 12-13=-5343/5325, 13-34=-968/1068, 14-34=-1056/1055, 14-15=-858/839 BOT CHORD 1-28=-793/780, 28-35=-4357/4352, 27-35=-4357/4352, 26-27=-4520/4665, 26-36=-4520/4665, 36-37=-4520/4665, 37-38=-4520/4665, 25-38=-4520/4665, 25-39=-3997/4324, 24-39=-3997/4324, 23-24=-3997/4324, 23-40=-3346/3769, 40-41=-3346/3769, 22-41=-3346/3769, 22-42=-3348/3770, 42-43=-3348/3770, 21-43=-3348/3770, 20-21=-4011/4348, 20-44=-4011/4348, 19-44=-4011/4348, 19-45=-4534/4817, 45-46=-4534/4817, 46-47=-4534/4817, 18-47=-4534/4817, 17-18=-4534/4817, 17-48=-4372/4577, 16-48=-4372/4577, 15-16=-827/861 WEBS 2-28=-531/674, 3-28=-4123/4225, 3-27=-356/497, 4-27=-285/118, 4-25=-462/728, 6-25=-967/657, 6-23=-957/1345, 7-23=-1169/988, 7-22=-355/540, 8-22=-383/395, 9-22=-355/516, 9-21=-1169/1157, 10-21=-1168/1345, 10-19=-967/747, 12-19=-589/728, 12-17=-285/118, 13-17=-356/454, 13-16=-4288/4224, 14-16=-607/675 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 27-0-0, Exterior(2R) 27-0-0 to 36-4-0, Interior(1) 36-4-0 to 39-0-0, Exterior(2R) 39-0-0 to 48-4-0, Interior(1) 48-4-0 to 65-7-15 zone; cantilever 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing.Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A9P Truss Type Hip Qty 1 Ply 1 2408809 Job Reference (optional) T22922562 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:09 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-Zh3ZLB2K0lbuDxikF4358vgLYpL6JKQmUHRMEZzifBe NOTES- 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 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 2963 lb uplift at joint 28 and 2874 lb uplift at joint 16. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A10 Truss Type Piggyback Base Qty 1 Ply 1 2408809 Job Reference (optional) T22922563 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:47:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-?ZjCkc_pOGIf3AiuVqANIQzRN43ud9PUPEWxeMzjY6M Scale = 1:117.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 22 21 20 19 18 17 16 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 6x8 6x8 8x14 MT20HS 5x12 5x8 8x14 MT20HS 3x6 10x12 5x8 3x6 10x12 8x14 MT20HS 3x6 8x14 MT20HS 5x12 5x8 2-0-0 2-0-0 2-4-0 0-4-0 10-1-1 7-9-1 19-4-4 9-3-4 25-7-2 6-2-13 33-0-0 7-4-14 40-4-14 7-4-14 46-7-12 6-2-13 55-10-15 9-3-4 63-8-0 7-9-1 64-0-0 0-4-0 66-0-0 2-0-0 6-10-10 6-10-10 13-1-7 6-2-13 19-4-4 6-2-13 25-7-2 6-2-13 33-0-0 7-4-14 40-4-14 7-4-14 46-7-12 6-2-13 52-10-9 6-2-13 59-1-6 6-2-13 66-0-0 6-10-10 0-4-111-0-00-4-111-0-05.00 12 Plate Offsets (X,Y)-- [1:0-0-2,0-2-8], [1:0-0-2,Edge], [7:0-5-8,0-3-0], [9:0-5-8,0-3-0], [15:1-2-7,0-2-8], [15:0-0-2,Edge], [16:0-7-0,0-4-8], [22:0-7-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.58 0.80 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.78 0.26 0.53 (loc) 19-20 19-20 15 19 l/defl >999 >984 n/a >999 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 515 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 18-20: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-19,9-19: 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 2-10-1, Right 2x6 SP No.2 -t 2-10-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-3 oc bracing. WEBS 1 Row at midpt 4-21, 6-20, 7-20, 8-19, 9-18, 10-18, 12-17 REACTIONS. (size)1=0-8-0, 15=0-8-0 Max Horz 1=439(LC 11) Max Uplift 1=-1530(LC 12), 15=-1530(LC 12) Max Grav 1=3093(LC 17), 15=3093(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-6653/3702, 3-4=-6463/3573, 4-6=-5590/3282, 6-7=-4782/2975, 7-8=-4561/2980, 8-9=-4561/2980, 9-10=-4782/2975, 10-12=-5590/3282, 12-13=-6464/3573, 13-15=-6655/3702 BOT CHORD 1-22=-3242/6299, 21-22=-3012/5969, 20-21=-2618/5326, 19-20=-2144/4556, 18-19=-2133/4307, 17-18=-2607/4997, 16-17=-3001/5640, 15-16=-3254/5972 WEBS 3-22=-140/303, 4-22=-125/479, 4-21=-845/543, 6-21=-311/878, 6-20=-1256/768, 7-20=-564/1263, 7-19=-302/652, 8-19=-489/502, 9-19=-302/652, 9-18=-564/1263, 10-18=-1256/768, 10-17=-311/878, 12-17=-845/543, 12-16=-124/480, 13-16=-140/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-11-3 to 7-6-6, Interior(1) 7-6-6 to 25-7-2, Exterior(2R) 25-7-2 to 34-11-2, Interior(1) 34-11-2 to 40-4-14, Exterior(2R) 40-4-14 to 49-8-14, Interior(1) 49-8-14 to 65-0-13 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 5x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A10 Truss Type Piggyback Base Qty 1 Ply 1 2408809 Job Reference (optional) T22922563 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:47:35 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-?ZjCkc_pOGIf3AiuVqANIQzRN43ud9PUPEWxeMzjY6M NOTES- 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1530, 15=1530. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A10P Truss Type Piggyback Base Qty 1 Ply 1 2408809 Job Reference (optional) T22922564 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:11 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-W3BKmt4aXNrcTEr6NU5ZEKmeId1CnGV3ybwTIRzifBc Scale = 1:118.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 7x10 WB 6x12 MT20HS 6x12 MT20HS 7x10 WB 8x14 MT20HS 6x12 MT20HS 5x8 8x10 3x6 5x8 3x6 8x10 3x6 8x14 MT20HS 6x12 MT20HS 5x8 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 10-1-1 7-9-1 19-4-4 9-3-4 25-7-2 6-2-13 33-0-0 7-4-14 40-4-14 7-4-14 46-7-12 6-2-13 55-10-15 9-3-4 63-8-0 7-9-1 64-0-0 0-4-0 66-0-0 2-0-0 6-10-10 6-10-10 13-1-7 6-2-13 19-4-4 6-2-13 25-7-2 6-2-13 33-0-0 7-4-14 40-4-14 7-4-14 46-7-12 6-2-13 52-10-9 6-2-13 59-1-6 6-2-13 66-0-0 6-10-10 0-4-111-0-00-4-111-0-05.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge], [5:0-5-0,Edge], [7:0-6-12,0-3-4], [9:0-6-12,0-3-4], [11:0-5-0,Edge], [15:0-0-2,Edge], [16:0-5-0,Edge], [24:0-5-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.96 0.85 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.79 -0.29 0.91 (loc) 20-21 20-21 15 20-21 l/defl >999 >979 n/a >848 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 518 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 18-22: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-20,9-20: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 - 2-10-1, Right 2x6 SP No.2 -x 2-10-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-4-11 oc bracing. WEBS 1 Row at midpt 6-23, 6-21, 7-21, 7-20, 8-20, 9-20, 9-19, 10-19, 10-17, 12-17 REACTIONS.(lb/size)1=2565/0-8-0, 15=2565/0-8-0 Max Horz 1=-439(LC 10) Max Uplift 1=-2907(LC 12), 15=-2907(LC 12) Max Grav 1=2915(LC 20), 15=3093(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6314/6356, 2-3=-6244/6363, 3-25=-6171/6297, 4-25=-6141/6315, 4-5=-5425/5526, 5-26=-5364/5535, 6-26=-5360/5545, 6-7=-4714/4831, 7-27=-4562/4789, 27-28=-4562/4789, 8-28=-4561/4790, 8-29=-4561/4790, 29-30=-4562/4790, 9-30=-4562/4789, 9-10=-4781/4831, 10-31=-5527/5545, 11-31=-5530/5535, 11-12=-5590/5527, 12-32=-6429/6315, 13-32=-6464/6297, 13-14=-6586/6363, 14-15=-6655/6356 BOT CHORD 1-33=-5653/5679, 24-33=-5653/5679, 24-34=-5286/5460, 34-35=-5286/5460, 35-36=-5286/5460, 23-36=-5286/5460, 23-37=-4645/4939, 22-37=-4645/4939, 21-22=-4645/4939, 21-38=-3889/4297, 38-39=-3889/4297, 20-39=-3889/4297, 20-40=-3889/4297, 40-41=-3889/4297, 19-41=-3889/4297, 18-19=-4656/4997, 18-42=-4656/4997, 17-42=-4656/4997, 17-43=-5297/5640, 43-44=-5297/5640, 44-45=-5297/5640, 16-45=-5297/5640, 16-46=-5664/5972, 15-46=-5664/5972 WEBS 3-24=-272/197, 4-24=-712/423, 4-23=-686/975, 6-23=-1085/775, 6-21=-1048/1422, 7-21=-1192/1099, 7-20=-427/653, 8-20=-489/492, 9-20=-427/625, 9-19=-1192/1262, 10-19=-1257/1422, 10-17=-1085/879, 12-17=-845/975, 12-16=-712/480 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-11-3 to 7-6-6, Interior(1) 7-6-6 to 25-7-2, Exterior(2R) 25-7-2 to 34-11-2, Interior(1) 34-11-2 to 40-4-14, Exterior(2R) 40-4-14 to 49-8-14, Interior(1) 49-8-14 to 65-0-13 zone; cantilever 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing.Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A10P Truss Type Piggyback Base Qty 1 Ply 1 2408809 Job Reference (optional) T22922564 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:11 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-W3BKmt4aXNrcTEr6NU5ZEKmeId1CnGV3ybwTIRzifBc NOTES- 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 5x6 MT20 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2907 lb uplift at joint 1 and 2907 lb uplift at joint 15. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A11 Truss Type Piggyback Base Qty 1 Ply 1 2408809 Job Reference (optional) T22922565 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:47:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-P8PKMd1ihBgEweRTAyk4w2bxTI4dqV_w5ClbFhzjY6J Scale = 1:113.7 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 6x8 6x8 7x10 WB 12x14 6x8 5x8 3x6 6x8 12x14 7x10 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 10-1-1 7-9-1 17-10-1 7-9-1 25-7-2 7-9-1 33-0-0 7-4-14 40-4-14 7-4-14 48-1-15 7-9-1 55-10-15 7-9-1 63-8-0 7-9-1 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 10-1-1 7-9-1 17-10-1 7-9-1 25-7-2 7-9-1 33-0-0 7-4-14 40-4-14 7-4-14 48-1-15 7-9-1 55-10-15 7-9-1 63-8-0 7-9-1 66-0-0 2-4-0 0-4-111-0-00-4-111-0-05.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [6:0-5-8,0-3-0], [8:0-5-8,0-3-0], [12:0-7-0,0-9-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.65 0.87 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.69 0.22 0.47 (loc) 20-22 20-22 14 20 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 510 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-25,6-20,8-20,12-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 1 Row at midpt 2-25, 3-23, 5-22, 7-20, 9-18, 11-17, 12-15 REACTIONS. (size)26=0-8-0, 14=0-8-0 Max Horz 26=-439(LC 10) Max Uplift 26=-1645(LC 12), 14=-1557(LC 12) Max Grav 26=3073(LC 17), 14=3073(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1005/399, 2-3=-5370/2888, 3-5=-5131/2957, 5-6=-4350/2688, 6-7=-4138/2725, 7-8=-4138/2725, 8-9=-4350/2689, 9-11=-5131/2957, 11-12=-5370/2888, 12-13=-1034/478 BOT CHORD 1-26=-417/1002, 25-26=-417/1331, 23-25=-2507/5163, 22-23=-2390/4917, 20-22=-1898/4139, 18-20=-1883/3901, 17-18=-2375/4588, 15-17=-2493/4833, 14-15=-487/1030, 13-14=-487/1030 WEBS 2-26=-2654/1784, 2-25=-2167/3854, 3-25=-270/335, 3-23=-278/200, 5-23=-59/473, 5-22=-1078/678, 6-22=-413/1058, 6-20=-303/629, 7-20=-487/490, 8-20=-303/629, 8-18=-414/1059, 9-18=-1079/678, 9-17=-65/473, 11-17=-277/214, 11-15=-270/335, 12-15=-2166/3825, 12-14=-2646/1784 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 25-7-2, Exterior(2R) 25-7-2 to 34-11-2, Interior(1) 34-11-2 to 40-4-14, Exterior(2R) 40-4-14 to 49-8-14, Interior(1) 49-8-14 to 65-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 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.Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A11 Truss Type Piggyback Base Qty 1 Ply 1 2408809 Job Reference (optional) T22922565 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:47:38 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-P8PKMd1ihBgEweRTAyk4w2bxTI4dqV_w5ClbFhzjY6J NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=1645, 14=1557. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A11P Truss Type Piggyback Base Qty 1 Ply 1 2408809 Job Reference (optional) T22922566 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:15 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-OrRqcE75bbM2xs9ucKAVOAwJmEPqj5yfsDugRCzifBY Scale = 1:112.1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 7x10 WB 6x8 6x8 7x10 WB 6x8 12x14 6x8 5x8 3x6 6x8 12x14 6x8 2-0-0 2-0-0 2-4-0 0-4-0 10-1-1 7-9-1 17-10-1 7-9-1 25-7-2 7-9-1 33-0-0 7-4-14 40-4-14 7-4-14 48-1-15 7-9-1 55-10-15 7-9-1 63-8-0 7-9-1 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 10-1-1 7-9-1 17-10-1 7-9-1 25-7-2 7-9-1 33-0-0 7-4-14 40-4-14 7-4-14 48-1-15 7-9-1 55-10-15 7-9-1 63-8-0 7-9-1 66-0-0 2-4-0 0-4-111-0-00-4-111-0-05.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [4:0-5-0,Edge], [6:0-5-8,0-3-12], [8:0-5-8,0-3-12], [10:0-5-0,Edge], [12:0-7-0,0-9-12], [15:0-3-8,0-3-0], [25:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 1.00 0.87 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.69 -0.25 0.80 (loc) 18-20 20-22 14 20-22 l/defl >999 >999 n/a >918 L/d 360 180 n/a 240 PLATES MT20 Weight: 512 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-25,6-20,8-20,12-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-1-15 oc bracing. WEBS 1 Row at midpt 3-23, 5-22, 6-22, 6-20, 7-20, 8-20, 8-18, 9-18, 11-17 2 Rows at 1/3 pts 2-25, 12-15 REACTIONS.(lb/size)26=2613/0-8-0, 14=2613/0-8-0 Max Horz 26=-439(LC 10) Max Uplift 26=-2963(LC 12), 14=-2874(LC 12) Max Grav 26=2942(LC 20), 14=3073(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-914/952, 2-27=-5106/5255, 3-27=-5014/5277, 3-4=-4953/5099, 4-28=-4864/5102, 5-28=-4819/5112, 5-6=-4287/4405, 6-29=-4138/4396, 7-29=-4137/4396, 7-30=-4137/4396, 8-30=-4138/4396, 8-9=-4350/4407, 9-31=-4997/5112, 10-31=-5041/5102, 10-11=-5131/5099, 11-32=-5282/5277, 12-32=-5370/5254, 12-13=-1034/1008 BOT CHORD 1-26=-941/913, 26-33=-955/953, 25-33=-955/953, 24-25=-4647/4624, 24-34=-4647/4624, 23-34=-4647/4624, 23-35=-4315/4505, 22-35=-4315/4505, 21-22=-3504/3881, 21-36=-3504/3881, 36-37=-3504/3881, 20-37=-3504/3881, 20-38=-3506/3883, 38-39=-3506/3883, 19-39=-3506/3883, 18-19=-3506/3883, 18-40=-4329/4588, 17-40=-4329/4588, 17-41=-4661/4833, 16-41=-4661/4833, 15-16=-4661/4833, 15-42=-992/1030, 14-42=-992/1030, 13-14=-992/1030 WEBS 2-26=-2481/2700, 2-25=-3768/3732, 3-25=-314/179, 3-23=-208/527, 5-23=-701/422, 5-22=-866/1268, 6-22=-1032/915, 6-20=-425/629, 7-20=-487/483, 8-20=-425/602, 8-18=-1032/1059, 9-18=-1079/1268, 9-17=-701/473, 11-17=-277/527, 11-15=-302/180, 12-15=-3769/3825, 12-14=-2646/2700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 25-7-2, Exterior(2R) 25-7-2 to 34-11-2, Interior(1) 34-11-2 to 40-4-14, Exterior(2R) 40-4-14 to 49-8-14, Interior(1) 49-8-14 to 65-7-15 zone; cantilever 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated.Continued on page 2 THE FLAT TC HAS BEEN CHECKEDFOR 2-0-0 PURLINS. February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A11P Truss Type Piggyback Base Qty 1 Ply 1 2408809 Job Reference (optional) T22922566 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:15 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-OrRqcE75bbM2xs9ucKAVOAwJmEPqj5yfsDugRCzifBY NOTES- 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 2963 lb uplift at joint 26 and 2874 lb uplift at joint 14. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A12 Truss Type Piggyback Base Qty 7 Ply 1 2408809 Job Reference (optional) T22922567 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:47:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-m5CDPL4qWjIX0PKRzWJFd6JoCJnoVmDgFUSMwuzjY6E Scale = 1:113.7 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 6x8 6x8 7x10 WB 12x14 6x8 5x8 3x6 6x8 12x14 7x10 6x8 6x8 2-0-0 2-0-0 2-4-0 0-4-0 10-1-1 7-9-1 17-10-1 7-9-1 25-7-2 7-9-1 33-0-0 7-4-14 40-4-14 7-4-14 48-1-15 7-9-1 55-10-15 7-9-1 63-8-0 7-9-1 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 10-1-1 7-9-1 17-10-1 7-9-1 25-7-2 7-9-1 33-0-0 7-4-14 40-4-14 7-4-14 48-1-15 7-9-1 55-10-15 7-9-1 63-8-0 7-9-1 66-0-0 2-4-0 0-4-111-0-00-4-111-0-05.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [6:0-5-8,0-3-0], [8:0-5-8,0-3-0], [12:0-7-0,0-9-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.65 0.87 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.69 0.22 0.47 (loc) 20-22 20-22 14 20 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 510 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-25,6-20,8-20,12-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 1 Row at midpt 2-25, 3-23, 5-22, 7-20, 9-18, 11-17, 12-15 REACTIONS. (size)26=0-8-0, 14=0-8-0 Max Horz 26=-439(LC 10) Max Uplift 26=-1645(LC 12), 14=-1557(LC 12) Max Grav 26=3073(LC 17), 14=3073(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1005/399, 2-3=-5370/2888, 3-5=-5131/2957, 5-6=-4350/2688, 6-7=-4138/2725, 7-8=-4138/2725, 8-9=-4350/2689, 9-11=-5131/2957, 11-12=-5370/2888, 12-13=-1034/478 BOT CHORD 1-26=-417/1002, 25-26=-417/1331, 23-25=-2507/5163, 22-23=-2390/4917, 20-22=-1898/4139, 18-20=-1883/3901, 17-18=-2375/4588, 15-17=-2493/4833, 14-15=-487/1030, 13-14=-487/1030 WEBS 2-26=-2654/1784, 2-25=-2167/3854, 3-25=-270/335, 3-23=-278/200, 5-23=-59/473, 5-22=-1078/678, 6-22=-413/1058, 6-20=-303/629, 7-20=-487/490, 8-20=-303/629, 8-18=-414/1059, 9-18=-1079/678, 9-17=-65/473, 11-17=-277/214, 11-15=-270/335, 12-15=-2166/3825, 12-14=-2646/1784 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 25-7-2, Exterior(2R) 25-7-2 to 34-11-2, Interior(1) 34-11-2 to 40-4-14, Exterior(2R) 40-4-14 to 49-8-14, Interior(1) 49-8-14 to 65-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 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.Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A12 Truss Type Piggyback Base Qty 7 Ply 1 2408809 Job Reference (optional) T22922567 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:47:43 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-m5CDPL4qWjIX0PKRzWJFd6JoCJnoVmDgFUSMwuzjY6E NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=1645, 14=1557. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A12P Truss Type Piggyback Base Qty 12 Ply 1 2408809 Job Reference (optional) T22922568 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:19 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-HcgLScAbfqsUQTTfrAFRY05?lrmmfvxFnrsuazzifBU Scale = 1:112.1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 7x10 WB 6x8 6x8 7x10 WB 6x8 12x14 6x8 5x8 3x6 6x8 12x14 6x8 2-0-0 2-0-0 2-4-0 0-4-0 10-1-1 7-9-1 17-10-1 7-9-1 25-7-2 7-9-1 33-0-0 7-4-14 40-4-14 7-4-14 48-1-15 7-9-1 55-10-15 7-9-1 63-8-0 7-9-1 64-0-0 0-4-0 66-0-0 2-0-0 2-4-0 2-4-0 10-1-1 7-9-1 17-10-1 7-9-1 25-7-2 7-9-1 33-0-0 7-4-14 40-4-14 7-4-14 48-1-15 7-9-1 55-10-15 7-9-1 63-8-0 7-9-1 66-0-0 2-4-0 0-4-111-0-00-4-111-0-05.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-9-12], [4:0-5-0,Edge], [6:0-5-8,0-3-12], [8:0-5-8,0-3-12], [10:0-5-0,Edge], [12:0-7-0,0-9-12], [15:0-3-8,0-3-0], [25:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 1.00 0.87 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.69 -0.25 0.80 (loc) 18-20 20-22 14 20-22 l/defl >999 >999 n/a >918 L/d 360 180 n/a 240 PLATES MT20 Weight: 512 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-25,6-20,8-20,12-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-1-15 oc bracing. WEBS 1 Row at midpt 3-23, 5-22, 6-22, 6-20, 7-20, 8-20, 8-18, 9-18, 11-17 2 Rows at 1/3 pts 2-25, 12-15 REACTIONS.(lb/size)26=2613/0-8-0, 14=2613/0-8-0 Max Horz 26=-439(LC 10) Max Uplift 26=-2963(LC 12), 14=-2874(LC 12) Max Grav 26=2942(LC 20), 14=3073(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-914/952, 2-27=-5106/5255, 3-27=-5014/5277, 3-4=-4953/5099, 4-28=-4864/5102, 5-28=-4819/5112, 5-6=-4287/4405, 6-29=-4138/4396, 7-29=-4137/4396, 7-30=-4137/4396, 8-30=-4138/4396, 8-9=-4350/4407, 9-31=-4997/5112, 10-31=-5041/5102, 10-11=-5131/5099, 11-32=-5282/5277, 12-32=-5370/5254, 12-13=-1034/1008 BOT CHORD 1-26=-941/913, 26-33=-955/953, 25-33=-955/953, 24-25=-4647/4624, 24-34=-4647/4624, 23-34=-4647/4624, 23-35=-4315/4505, 22-35=-4315/4505, 21-22=-3504/3881, 21-36=-3504/3881, 36-37=-3504/3881, 20-37=-3504/3881, 20-38=-3506/3883, 38-39=-3506/3883, 19-39=-3506/3883, 18-19=-3506/3883, 18-40=-4329/4588, 17-40=-4329/4588, 17-41=-4661/4833, 16-41=-4661/4833, 15-16=-4661/4833, 15-42=-992/1030, 14-42=-992/1030, 13-14=-992/1030 WEBS 2-26=-2481/2700, 2-25=-3768/3732, 3-25=-314/179, 3-23=-208/527, 5-23=-701/422, 5-22=-866/1268, 6-22=-1032/915, 6-20=-425/629, 7-20=-487/483, 8-20=-425/602, 8-18=-1032/1059, 9-18=-1079/1268, 9-17=-701/473, 11-17=-277/527, 11-15=-302/180, 12-15=-3769/3825, 12-14=-2646/2700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=66ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-1 to 6-11-4, Interior(1) 6-11-4 to 25-7-2, Exterior(2R) 25-7-2 to 34-11-2, Interior(1) 34-11-2 to 40-4-14, Exterior(2R) 40-4-14 to 49-8-14, Interior(1) 49-8-14 to 65-7-15 zone; cantilever 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 5x6 MT20 unless otherwise indicated.Continued on page 2 THE FLAT TC HAS BEEN CHECKEDFOR 2-0-0 PURLINS. February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss A12P Truss Type Piggyback Base Qty 12 Ply 1 2408809 Job Reference (optional) T22922568 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:19 2021 Page 2 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-HcgLScAbfqsUQTTfrAFRY05?lrmmfvxFnrsuazzifBU NOTES- 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 2963 lb uplift at joint 26 and 2874 lb uplift at joint 14. LOAD CASE(S) Standard Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss CJ3 Truss Type Jack-Open Qty 8 Ply 1 2408809 Job Reference (optional) T22922569 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-Py_c33ehgs5?YTrHfA81UoCi?rZDHjzRqecoXDzjY5W Scale = 1:10.8 1 2 5 3 42x4 3x6 3x6 2-8-0 2-8-0 3-0-0 0-4-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.50 0.57 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.04 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=78(LC 12) Max Uplift 3=-170(LC 1), 4=-166(LC 1), 5=-553(LC 12) Max Grav 3=150(LC 12), 4=163(LC 12), 5=571(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-325/883 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=170, 4=166, 5=553. February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss CJ5 Truss Type Jack-Open Qty 8 Ply 1 2408809 Job Reference (optional) T22922570 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-Py_c33ehgs5?YTrHfA81UoCjHraCHlORqecoXDzjY5W Scale = 1:15.4 1 2 5 6 7 3 8 9 4 2x4 2x4 2x4 2-0-0 2-0-0 2-4-0 0-4-0 5-0-0 2-8-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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 0.42 0.50 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.05 -0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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, 4=Mechanical, 5=0-8-0 Max Horz 5=130(LC 12) Max Uplift 3=-52(LC 12), 4=-50(LC 13), 5=-372(LC 12) Max Grav 3=43(LC 17), 4=17(LC 3), 5=374(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-276/117 BOT CHORD 1-5=-116/277 WEBS 2-5=-267/577 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=372. February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss CJ7 Truss Type Jack-Open Qty 8 Ply 1 2408809 Job Reference (optional) T22922571 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-u8Y?GPfJR9Ds9dPTDtfG10lrsFuU0Cha2ILL3gzjY5V Scale = 1:19.8 1 2 5 6 7 3 8 9 4 2x4 2x4 2x4 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.62 0.63 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 0.11 -0.06 (loc) 4-5 4-5 3 l/defl >487 >499 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 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)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=182(LC 12) Max Uplift 3=-132(LC 12), 4=-91(LC 9), 5=-416(LC 12) Max Grav 3=106(LC 1), 4=70(LC 3), 5=418(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-335/162 BOT CHORD 1-5=-147/331 WEBS 2-5=-350/566 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=132, 5=416. February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss CJ9 Truss Type Jack-Open Qty 8 Ply 1 2408809 Job Reference (optional) T22922572 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-MK6NUlgxCTLjnn_fnbAVaDIy3fDGleXkHy5vb6zjY5U Scale: 1/2"=1' 1 2 5 6 7 3 8 9 4 3x4 3x8 2x4 2-0-0 2-0-0 9-0-0 7-0-0 2-4-0 2-4-0 9-0-0 6-8-0 0-4-14-1-13-8-104-1-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.85 0.66 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 0.15 -0.08 (loc) 4-5 4-5 3 l/defl >514 >541 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 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 8-8-1 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=228(LC 12) Max Uplift 3=-183(LC 12), 4=-145(LC 9), 5=-485(LC 12) Max Grav 3=163(LC 1), 4=117(LC 3), 5=484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-413/212 BOT CHORD 1-5=-164/366 WEBS 2-5=-492/650 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-11-4 zone; cantilever 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=183, 4=145, 5=485. February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss HJ11 Truss Type Monopitch Girder Qty 4 Ply 1 2408809 Job Reference (optional) T22922573 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-qXflh5gZznUaPxZrKIik6RqAg3VWU2qtWcqS8YzjY5T Scale = 1:27.8 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 3x4 2x4 6x8 3x4 3x4 3x6 5x8 2x4 4x6 2-9-9 2-9-9 3-3-4 0-5-10 7-2-11 3-11-8 15-5-3 8-2-8 3-3-4 3-3-4 7-4-11 4-1-7 11-5-9 4-0-14 15-5-3 3-11-10 0-4-14-10-103.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.66 0.85 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.51 0.44 -0.01 (loc) 7-8 7-8 7 l/defl >285 >327 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. REACTIONS. (size)7=Mechanical, 9=0-11-5 Max Horz 9=282(LC 8) Max Uplift 7=-985(LC 8), 9=-1094(LC 8) Max Grav 7=622(LC 1), 9=1070(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-638/621, 2-4=-850/1107, 4-5=-810/1136 BOT CHORD 1-9=-577/644, 8-9=-577/362, 7-8=-720/461 WEBS 2-9=-859/969, 2-8=-1295/986, 4-8=-261/230, 5-8=-595/426, 5-7=-575/880 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=985, 9=1094. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 226 lb down and 255 lb up at 4-2-15, 226 lb down and 255 lb up at 4-2-15, 111 lb down and 58 lb up at 7-0-14, 111 lb down and 58 lb up at 7-0-14, 66 lb down and 149 lb up at 9-10-13, 66 lb down and 149 lb up at 9-10-13, and 97 lb down and 208 lb up at 12-8-12, and 97 lb down and 208 lb up at 12-8-12 on top chord, and 215 lb down and 195 lb up at 4-2-15, 215 lb down and 195 lb up at 4-2-15, 53 lb up at 7-0-14, 53 lb up at 7-0-14, 26 lb down and 101 lb up at 9-10-13, 26 lb down and 101 lb up at 9-10-13, and 61 lb down and 164 lb up at 12-8-12, and 61 lb down and 164 lb up at 12-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 1-7=-20 Continued on page 2 February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss HJ11 Truss Type Monopitch Girder Qty 4 Ply 1 2408809 Job Reference (optional) T22922573 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:33 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-IjD7vRhCk4cR0482u0DzfeNLQTrlDU41lGa?g?zjY5S LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=215(F=107, B=107) 12=-42(F=-21, B=-21) 13=-156(F=-78, B=-78) 14=234(F=117, B=117) 16=-7(F=-3, B=-3) 17=-80(F=-40, B=-40) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss J11 Truss Type Jack-Partial Qty 6 Ply 1 2408809 Job Reference (optional) T22922574 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-E6LuJ7jSGis9GOIQ0QFRk3Sl6GZOhSpJCa36ktzjY5Q Scale = 1:26.2 1 2 3 7 6 8 9 4 5 3x4 2x4 3x4 4x6 3x4 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 2-4-0 2-4-0 6-6-9 4-2-9 11-0-0 4-5-7 0-4-14-11-14-6-104-11-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.39 0.71 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.37 0.01 0.04 (loc) 6-7 6-7 4 6-7 l/defl >572 >278 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 7=0-8-0 Max Horz 7=285(LC 12) Max Uplift 4=-118(LC 12), 5=-135(LC 12), 7=-369(LC 12) Max Grav 4=112(LC 1), 5=211(LC 17), 7=556(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-584/25, 2-3=-428/43 BOT CHORD 1-7=0/567, 6-7=-382/303 WEBS 2-7=-208/382, 3-7=-263/536, 3-6=-360/454 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=118, 5=135, 7=369. February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss J11P Truss Type Jack-Partial Qty 40 Ply 1 2408809 Job Reference (optional) T22922575 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 22 08:33:20 2021 Page 1 Builders FirstSource, Ft Pierce, FL ID:uKJ51ZdwfpR4bITkwhienhyvA5x-loEjfyBDQ8_L2d1rOtmg5EeK7FDMOVFO0VcR7QzifBT Scale = 1:25.9 1 2 3 8 7 6 9 4 10 5 3x4 3x4 2x4 4x6 3x4 5x6 2-0-0 2-0-0 2-4-0 0-4-0 6-4-13 4-0-14 11-0-0 4-7-3 2-4-0 2-4-0 6-4-13 4-0-14 11-0-0 4-7-3 0-4-14-11-14-6-104-11-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.38 0.39 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 0.07 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=110/Mechanical, 5=209/Mechanical, 8=556/0-8-0 Max Horz 8=285(LC 12) Max Uplift 4=-118(LC 12), 5=-319(LC 12), 8=-554(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/176, 2-9=-356/534, 3-9=-271/545 BOT CHORD 1-8=-132/264, 6-7=-714/290 WEBS 2-8=-480/668, 2-7=-498/424, 3-7=-342/131, 3-6=-342/843 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-11-4 zone; cantilever 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 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 118 lb uplift at joint 4, 319 lb uplift at joint 5 and 554 lb uplift at joint 8. LOAD CASE(S) Standard February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss PB1 Truss Type Piggyback Qty 19 Ply 1 2408809 Job Reference (optional) T22922576 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-7taO9UmyKwMak?cCFGKNuvdMkt0TdH7v7C1KtezjY5M Scale = 1:24.6 1 2 3 4 5 6 7 8 9 10 5x6 3x4 3x4 2x4 14-9-13 14-9-13 7-4-14 7-4-14 14-9-13 7-4-14 0-4-12-11-50-1-120-4-10-1-125.00 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge], [4:0-1-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.67 0.38 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.05 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 46 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=12-6-0, 4=12-6-0, 6=12-6-0 Max Horz 2=-80(LC 10) Max Uplift 2=-216(LC 12), 4=-216(LC 12), 6=-284(LC 12) Max Grav 2=269(LC 21), 4=269(LC 22), 6=557(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-368/511 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-5-7 to 3-5-7, Interior(1) 3-5-7 to 7-4-14, Exterior(2R) 7-4-14 to 10-4-14, Interior(1) 10-4-14 to 14-4-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) 2=216, 4=216, 6=284. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss PB2 Truss Type Piggyback Qty 2 Ply 1 2408809 Job Reference (optional) T22922577 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-b38nNqnb4EURM9AOo_rcR7AdJHPEMkm2MrmtQ5zjY5L Scale = 1:25.0 1 2 3 4 5 6 8 7 9 10 4x6 4x6 3x4 3x4 2x4 2x4 14-9-13 14-9-13 14-9-13 14-9-13 0-4-12-1-50-1-120-4-10-1-122-1-55.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.30 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) 6 6 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 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.All bearings 12-6-0. (lb) - Max Horz 2=57(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-173(LC 12), 5=-173(LC 12), 8=-191(LC 9), 7=-193(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=349(LC 21), 7=349(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-251/372, 4-7=-251/371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-5-7 to 3-5-7, Interior(1) 3-5-7 to 5-4-14, Exterior(2E) 5-4-14 to 9-4-14, Exterior(2R) 9-4-14 to 13-7-14, Interior(1) 13-7-14 to 14-4-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 2, 173 lb uplift at joint 5, 191 lb uplift at joint 8 and 193 lb uplift at joint 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2408809 Truss PB3 Truss Type Piggyback Qty 2 Ply 1 2408809 Job Reference (optional) T22922578 8.430 s Feb 12 2021 MiTek Industries, Inc. Fri Feb 19 14:48:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:uKJ51ZdwfpR4bITkwhienhyvA5x-XSGXnWorcrk9bTKmwPt4WYF_756RqeHLp9F_UzzjY5J Scale = 1:25.0 1 2 3 4 5 6 7 10 9 8 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 14-9-13 14-9-13 14-9-13 14-9-13 0-4-11-3-50-1-120-4-10-1-121-3-55.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 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-S 0.22 0.11 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 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 6-0-0 oc bracing. REACTIONS.All bearings 12-6-0. (lb) - Max Horz 2=-34(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-129(LC 12), 6=-129(LC 12), 9=-315(LC 8), 10=-139(LC 9), 8=-141(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=360(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-279/364, 3-10=-168/260, 5-8=-168/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-5-7 to 3-4-14, Exterior(2R) 3-4-14 to 7-4-14, Interior(1) 7-4-14 to 11-4-14, Exterior(2E) 11-4-14 to 14-4-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 2, 129 lb uplift at joint 6, 315 lb uplift at joint 9, 139 lb uplift at joint 10 and 141 lb uplift at joint 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. February 22,2021 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