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HomeMy WebLinkAboutTruss Designs Prestridge6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2400702 - COLE CONSTRUCTION PRESTRIDGE RESIDENCE Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 58 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: Cole Const Project Name: 2400702 Model: Prestridge Subdivision: _ Address: 505 N Graves Rd, _ State: FLCity: Fort Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: December 23,2020 Velez, Joaquin 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. 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 T22262698 A Date 12/23/202T22262699A112/23/203T22262700AGE12/23/204T22262701B12/23/205T22262702B112/23/206T22262703B212/23/207T22262704B312/23/208T22262705B412/23/209T22262706B512/23/2010T22262707B612/23/2011T22262708B712/23/2012T22262709B812/23/2013T22262710B912/23/2014T22262711B1012/23/2015T22262712BGE12/23/2016T22262713BGE112/23/2017T22262714CJ112/23/2018T22262715CJ312/23/2019T22262716CJ512/23/2020T22262717D12/23/2021T22262718DGE12/23/2022T22262719EJ712/23/20 No.Seal#Truss Name 23 T22262720 G Date 12/23/2024T22262721GGE12/23/2025T22262722GGR12/23/2026T22262723H12/23/2027T22262724HJ712/23/2028T22262725I12/23/2029T22262726IGR12/23/2030T22262727IH712/23/2031T22262728IH912/23/2032T22262729IH1112/23/2033T22262730IH1312/23/2034T22262731PB112/23/2035T22262732PBG12/23/2036T22262733VT112/23/2037T22262734VT212/23/2038T22262735VT312/23/2039T22262736VT412/23/2040T22262737VT512/23/2041T22262738VT612/23/2042T22262739VT712/23/2043T22262740VT912/23/2044T22262741VT1012/23/20 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2400702 - COLE CONSTRUCTION PRESTRIDGE RESIDENCE 2 of 2 Site Information: Lot/Block: _ Customer Info: Cole Const Project Name: 2400702 Model: Prestridge Subdivision: _ Address: 505 N Graves Rd, _ State: FLCity: Fort Pierce No.Seal#Truss Name 45 T22262742 VT11 Date 12/23/2046T22262743VT1212/23/2047T22262744VT1312/23/2048T22262745VT1412/23/2049T22262746VT1512/23/2050T22262747VT1612/23/2051T22262748VT1712/23/2052T22262749VT1812/23/2053T22262750VT1912/23/2054T22262751VT2012/23/2055T22262752VT2112/23/2056T22262753VT2212/23/2057T22262754VT2312/23/2058T22262755VT2412/23/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss A Truss Type Common Qty 9 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262698 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:27 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-m2qlEo60h5VdcvT5PuPWKm2nj0omL_pi76R93oy6MCA Scale = 1:69.2 1 2 3 4 5 6 7 8 12 11 10 9 17 18 19 20 21 22 23 24 3x4 4x6 2x4 5x6 3x4 5x8 WB3x4 2x4 3x4 3x8 3x4 6x8 10-5-8 10-5-8 21-9-0 11-3-8 31-1-0 9-4-0 7-5-5 7-5-5 14-7-3 7-1-13 21-9-0 7-1-13 26-3-4 4-6-4 31-1-0 4-9-12 0-7-1111-6-36-10-36.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-3] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.94 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.46 -0.73 0.05 (loc) 10-12 10-12 9 l/defl >802 >508 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-10, 7-9 REACTIONS. (size)1=Mechanical, 9=Mechanical Max Horz 1=380(LC 10) Max Uplift 1=-609(LC 10), 9=-694(LC 10) Max Grav 1=1352(LC 15), 9=1354(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2257/1251, 3-5=-2045/1190, 5-6=-996/777, 6-7=-997/810 BOT CHORD 1-12=-1344/2189, 10-12=-927/1573, 9-10=-391/610 WEBS 3-12=-426/453, 5-12=-294/745, 5-10=-969/697, 6-10=-279/519, 7-10=-128/656, 7-9=-1278/840 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-1-5, Interior(1) 3-1-5 to 18-7-11, Exterior(2) 18-7-11 to 24-10-5, Interior(1) 24-10-5 to 27-9-15, Exterior(2) 27-9-15 to 30-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 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) 1=609, 9=694. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss A1 Truss Type Common Qty 3 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262699 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:28 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-EEO8R87eSPdUE31Hybwls_atVQ8U4RVrMmAibFy6MC9 Scale = 1:72.0 1 2 3 4 5 6 7 8 12 11 10 9 19 20 21 22 23 24 25 26 4x6 ST1.5x8 STP 4x6 2x4 5x8 5x6 3x4 5x6 WB3x4 2x4 3x4 3x8 3x4 6x8 1-0-0 1-0-0 11-4-3 10-4-3 22-4-0 10-11-13 31-8-0 9-4-0 7-9-11 7-9-11 15-0-13 7-3-3 22-4-0 7-3-3 26-10-4 4-6-4 31-8-0 4-9-12 0-4-311-6-36-10-36.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-3-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.92 0.91 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.70 0.05 (loc) 10-12 10-12 9 l/defl >912 >537 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 2-5-12 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-10, 7-9 REACTIONS. (size)1=0-8-0, 9=Mechanical Max Horz 1=398(LC 10) Max Uplift 1=-650(LC 10), 9=-679(LC 10) Max Grav 1=1436(LC 15), 9=1317(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2024/1127, 3-5=-1812/1053, 5-6=-966/762, 6-7=-963/795 BOT CHORD 1-12=-1200/1942, 10-12=-890/1512, 9-10=-382/591 WEBS 3-12=-282/354, 5-12=-155/536, 5-10=-914/658, 6-10=-267/495, 7-10=-113/630, 7-9=-1237/822 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-0, Interior(1) 3-2-0 to 19-2-0, Exterior(2) 19-2-0 to 25-6-0, Interior(1) 25-6-0 to 28-4-4, Exterior(2) 28-4-4 to 31-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 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) 1=650, 9=679. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss AGE Truss Type Common Supported Gable Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262700 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:30 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-AcWusp8u_0tCTNBg40yExPfOOE0CYR88p3fpf7y6MC7 Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 48 49 3x6 5x6 3x4 5x6 5x6 5x6 3x6 42-11-8 42-11-8 21-9-0 21-9-0 42-11-8 21-2-8 0-7-1111-6-30-10-156.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [19:0-3-0,0-3-0], [39:0-3-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.19 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 315 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-36, 11-37, 10-38, 9-39, 13-35, 14-34, 15-32 REACTIONS.All bearings 42-11-8. (lb) - Max Horz 47=-500(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 36, 37, 35 except 47=-236(LC 8), 24=-171(LC 9), 38=-125(LC 10), 39=-112(LC 10), 40=-114(LC 10), 41=-114(LC 10), 42=-119(LC 10), 43=-114(LC 10), 44=-112(LC 10), 45=-104(LC 10), 46=-175(LC 10), 34=-125(LC 10), 32=-113(LC 10), 31=-115(LC 10), 30=-114(LC 10), 29=-118(LC 10), 28=-114(LC 10), 27=-111(LC 10), 26=-106(LC 10), 25=-222(LC 10) Max Grav All reactions 250 lb or less at joint(s) 24, 37, 38, 39, 40, 41, 42, 43, 44, 45, 35, 34, 32, 31, 30, 29, 28, 27, 26 except 47=285(LC 9), 36=344(LC 10), 46=281(LC 15), 25=251(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-402/408, 2-3=-356/354, 3-4=-336/329, 4-5=-313/301, 5-6=-290/275, 6-7=-266/324, 7-8=-242/422, 8-9=-219/522, 9-10=-201/614, 10-11=-238/750, 11-12=-268/893, 12-13=-268/893, 13-14=-238/750, 14-15=-201/614, 15-16=-167/520, 16-17=-133/420, 17-18=-99/322, 22-23=-317/199 BOT CHORD 46-47=-157/264, 45-46=-157/264, 44-45=-157/264, 43-44=-157/264, 42-43=-157/269, 41-42=-157/269, 40-41=-157/269, 39-40=-157/269, 38-39=-157/271, 37-38=-157/271, 36-37=-157/271, 35-36=-157/271, 34-35=-157/271, 32-34=-157/271, 31-32=-157/271, 30-31=-157/271, 29-30=-157/271, 28-29=-157/271, 27-28=-154/266, 26-27=-154/266, 25-26=-154/266, 24-25=-154/266 WEBS 12-36=-504/123, 11-37=-161/304, 10-38=-146/286, 3-45=-143/303, 2-46=-189/380, 13-35=-152/304, 14-34=-149/287, 21-26=-150/332, 22-25=-168/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=43ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 4-5-5, Exterior(2) 4-5-5 to 17-5-7, Corner(3) 17-5-7 to 25-9-0, Exterior(2) 25-9-0 to 38-6-3, Corner(3) 38-6-3 to 42-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). Continued on page 2 December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss AGE Truss Type Common Supported Gable Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262700 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:31 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-ep4G399WlK?35XmsejTTUcCY8dLRHuOH2jPMCZy6MC6 NOTES- 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 37, 35 except (jt=lb) 47=236, 24=171, 38=125, 39=112, 40=114, 41=114, 42=119, 43=114, 44=112, 45=104, 46=175, 34=125, 32=113, 31=115, 30=114, 29=118, 28=114, 27=111, 26=106, 25=222. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B Truss Type PIGGYBACK BASE Qty 6 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262701 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:40 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-uY7gyEGAe57ngvybf68aLW42?GEuur5c7d5L?Yy6MBz Scale = 1:99.1 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 5x8 3x6 5x6 3x4 6x8 5x8 3x6 2x4 6x8 3x8 8x10 2x4 1-0-0 1-0-0 7-5-9 6-5-9 13-4-0 5-10-7 23-11-13 10-7-13 34-8-5 10-8-8 45-3-8 10-7-3 46-0-0 0-8-8 52-4-0 6-4-0 53-4-0 1-0-0 7-5-9 7-5-9 14-4-10 6-11-1 21-3-11 6-11-1 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 49-0-8 3-9-0 53-4-0 4-3-8 0-4-311-0-00-4-31-4-011-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [12:0-0-8,0-11-5], [12:0-0-4,Edge], [13:0-2-12,0-2-8], [14:Edge,0-3-8], [15:0-5-0,0-2-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.44 0.94 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.61 0.03 (loc) 15-17 15-17 12 l/defl >795 >626 n/a L/d 240 180 n/a PLATES MT20 Weight: 363 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-14: 2x4 SP No.3, 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-15: 2x4 SP No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-19, 4-17, 5-17, 6-17, 6-15, 8-13 REACTIONS.All bearings 0-8-0. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12 except 1=-275(LC 10), 13=-943(LC 10), 19=-943(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=502(LC 15), 13=1755(LC 16), 12=324(LC 16), 19=2158(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-361/349, 2-4=-52/308, 4-5=-1006/1043, 5-6=-837/1056, 6-7=-928/1054, 7-8=-1070/1060 BOT CHORD 1-20=-311/572, 19-20=-311/572, 17-19=-263/304, 15-17=-430/1037, 10-13=-356/337 WEBS 2-19=-593/460, 4-19=-1566/1168, 4-17=-405/930, 6-17=-365/339, 6-15=-253/229, 8-15=-24/378, 13-15=-335/637, 8-13=-1336/1138, 11-13=-278/354 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 1=275, 13=943, 19=943. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B1 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262702 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:43 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-I7opaGJ2w0WMXNhALFhHz8iYNTFX5BN2pbJ?cty6MBw Scale = 1:110.1 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 38 39 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 5x8 5x12 5x6 3x6 5x6 3x4 6x8 4x6 3x6 2x4 3x6 4x6 8x10 4x6 4x6 3x6 2x4 6x8 1-0-0 1-0-0 8-0-14 7-0-14 13-1-1 5-0-3 15-7-4 2-6-3 25-6-0 9-10-12 34-8-5 9-2-5 45-3-8 10-7-3 46-0-0 0-8-8 52-4-0 6-4-0 53-4-0 1-0-0 8-0-14 8-0-14 15-7-4 7-6-6 21-3-11 5-8-7 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 49-0-8 3-9-0 53-4-0 4-3-8 0-4-311-0-00-4-31-4-01-3-011-0-06.00 12 0.52 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [15:0-2-12,0-2-8], [16:Edge,0-3-8], [17:0-5-0,0-2-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.49 0.94 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.55 0.04 (loc) 19-20 16-17 14 l/defl >999 >690 n/a L/d 240 180 n/a PLATES MT20 Weight: 377 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-13: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 18-20: 2x4 SP No.1, 10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-21,6-17: 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-20, 6-19, 6-17, 8-15, 4-21 REACTIONS.All bearings 0-8-0 except (jt=length) 21=0-3-8. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-298(LC 10), 15=-910(LC 10), 14=-119(LC 10), 21=-920(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=567(LC 15), 15=1805(LC 16), 14=301(LC 20), 21=2059(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-443/390, 4-5=-498/833, 5-6=-970/1122, 6-7=-953/1083, 7-8=-1099/1093 BOT CHORD 1-22=-280/627, 21-22=-280/627, 4-20=-219/1008, 19-20=-286/904, 17-19=-458/1116, 10-15=-351/331, 20-21=-164/554 WEBS 2-22=0/252, 2-21=-665/480, 5-20=-877/357, 5-19=-249/724, 6-19=-323/338, 6-17=-358/229, 8-17=-17/417, 15-17=-378/611, 8-15=-1386/1101, 11-15=-288/313, 12-14=-112/294, 4-21=-1723/1021 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 1, 910 lb uplift at joint 15, 119 lb uplift at joint 14 and 920 lb uplift at joint 21. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B2 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262703 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:51 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-3fHqG?P32TWEUbIipwq9Iq1uahznzo0EfrFQuPy6MBo Scale = 1:99.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 5x8 3x4 5x8 3x6 5x6 3x4 6x8 4x6 5x8 3x6 2x4 6x12 MT20HS 3x6 4x6 8x10 4x6 2x4 1-0-0 1-0-0 8-0-14 7-0-14 15-3-10 7-2-12 15-7-4 0-3-10 25-6-0 9-10-12 34-8-5 9-2-5 45-3-8 10-7-3 46-0-0 0-8-8 52-4-0 6-4-0 53-4-0 1-0-0 8-0-14 8-0-14 15-7-4 7-6-6 21-3-11 5-8-7 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 49-0-8 3-9-0 53-4-0 4-3-8 0-4-311-0-00-4-31-4-00-9-00-7-011-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [12:0-0-8,0-11-5], [12:0-0-4,Edge], [13:0-2-12,0-2-8], [14:Edge,0-3-8], [15:0-5-0,0-2-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.54 0.98 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.53 0.04 (loc) 17-18 14-15 12 l/defl >999 >673 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 359 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19,10-14: 2x4 SP No.3, 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-19, 5-18, 6-17, 6-15, 8-13 REACTIONS.All bearings 0-8-0 except (jt=length) 19=0-7-4. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12 except 1=-361(LC 10), 13=-909(LC 10), 19=-885(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=567(LC 19), 13=1691(LC 16), 12=316(LC 16), 19=2276(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-513/501, 2-4=-160/481, 4-5=-105/561, 5-6=-814/1021, 6-7=-893/1028, 7-8=-1032/1031 BOT CHORD 1-20=-323/559, 19-20=-323/559, 18-19=-1837/1072, 4-18=-540/629, 17-18=-158/558, 15-17=-376/898, 14-15=0/294, 10-13=-355/333 WEBS 2-20=0/298, 2-19=-760/494, 5-18=-1314/566, 5-17=-303/822, 6-17=-414/393, 8-15=-14/334, 13-15=-304/434, 8-13=-1300/1107, 11-13=-282/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 1=361, 13=909, 19=885. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B3 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262704 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:53 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-?2PahhQJa5mxkvS5wLsdNF6EmVfNRjeX68kXyIy6MBm Scale = 1:101.6 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 28 29 30 31 32 33 34 35 36 37 38 39 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 5x8 3x4 6x8 3x6 3x6 4x6 3x8 4x6 2x4 4x6 5x8 2x4 3x6 6x8 2x4 10x12 1-0-0 1-0-0 8-5-10 7-5-10 15-3-10 6-10-0 15-7-4 0-3-10 25-6-0 9-10-12 34-8-5 9-2-5 45-3-8 10-7-3 45-8-0 0-4-8 49-0-8 3-4-8 52-4-0 3-3-8 53-4-0 1-0-0 8-0-14 8-0-14 8-5-10 0-4-12 15-7-4 7-1-10 21-3-11 5-8-7 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 49-0-8 3-9-0 53-4-0 4-3-8 0-4-311-0-00-4-31-4-00-1-011-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [12:0-0-4,Edge], [12:0-0-8,0-11-5], [13:0-8-4,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.56 0.97 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.69 0.05 (loc) 13-14 13-14 12 l/defl >947 >522 n/a L/d 240 180 n/a PLATES MT20 Weight: 340 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-18: 2x4 SP No.3, 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-13: 2x6 SP No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 6-16, 6-14, 8-13, 2-18 REACTIONS.All bearings 0-8-0 except (jt=length) 18=0-7-4. (lb) - Max Horz 1=-472(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-400(LC 10), 12=-120(LC 10), 18=-847(LC 10), 13=-880(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=612(LC 19), 12=254(LC 20), 18=2248(LC 15), 13=1864(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-583/538, 2-4=-279/439, 4-5=-204/614, 5-6=-956/1090, 6-7=-1058/1101, 7-8=-1217/1114, 8-10=-19/256 BOT CHORD 1-19=-356/557, 18-19=-356/557, 17-18=-1804/1010, 4-17=-515/584, 16-17=-245/631, 14-16=-479/1008, 13-14=-410/739 WEBS 5-17=-1328/558, 5-16=-310/815, 6-16=-421/395, 8-14=0/363, 8-13=-1493/1103, 10-13=-359/313, 2-19=0/299, 2-18=-748/454, 11-13=-224/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-6-6, Interior(1) 4-6-6 to 14-10-13, Exterior(2) 14-10-13 to 27-8-9, Interior(1) 27-8-9 to 28-0-12, Exterior(2) 28-0-12 to 41-1-3, Interior(1) 41-1-3 to 48-9-10, Exterior(2) 48-9-10 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 1, 120 lb uplift at joint 12, 847 lb uplift at joint 18 and 880 lb uplift at joint 13. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B3 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262704 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:53 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-?2PahhQJa5mxkvS5wLsdNF6EmVfNRjeX68kXyIy6MBm NOTES- 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B4 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262705 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:55 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-xQXL6MSa5i0fzDcT2mv5SgCZ?JLgvfQpZSDe1Ay6MBk Scale = 1:99.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 39 40 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 5x8 3x4 5x8 3x6 3x4 6x8 4x6 5x8 3x6 2x4 6x8 3x6 4x6 3x8 4x6 6x8 2x4 1-0-0 1-0-0 8-0-14 7-0-14 15-3-10 7-2-12 15-7-4 0-3-10 25-6-0 9-10-12 34-8-5 9-2-5 45-3-8 10-7-3 46-0-0 0-8-8 48-7-12 2-7-12 52-4-0 3-8-4 53-4-0 1-0-0 8-0-14 8-0-14 15-7-4 7-6-6 21-3-11 5-8-7 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 48-7-12 3-4-4 53-4-0 4-8-4 0-4-311-0-00-4-31-4-00-9-00-9-011-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [12:0-0-4,Edge], [12:0-0-8,0-11-5] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.58 0.98 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.60 0.06 (loc) 17-18 14-15 13 l/defl >999 >597 n/a L/d 240 180 n/a PLATES MT20 Weight: 331 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19,10-13: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-19, 5-18, 6-17, 6-15, 8-14 REACTIONS.All bearings 0-8-0 except (jt=length) 19=0-7-4. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-405(LC 10), 13=-784(LC 10), 12=-204(LC 10), 19=-854(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=628(LC 19), 13=1789(LC 16), 12=327(LC 16), 19=2225(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-651/581, 2-4=-355/418, 4-5=-275/657, 5-6=-1065/1169, 6-7=-1151/1198, 7-8=-1318/1221, 8-10=-108/259 BOT CHORD 1-20=-392/602, 19-20=-392/602, 18-19=-1794/1055, 4-18=-549/635, 17-18=-273/689, 15-17=-543/1082, 14-15=-543/863, 13-14=-1579/1022, 10-14=-349/302 WEBS 2-20=0/297, 2-19=-755/472, 5-18=-1311/565, 5-17=-342/809, 6-17=-421/422, 8-15=-4/320, 8-14=-1465/1051, 11-13=-249/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 1, 784 lb uplift at joint 13, 204 lb uplift at joint 12 and 854 lb uplift at joint 19. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B5 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262706 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:57 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-upe5X2TqdJGNDWls9BxZX5HvR60GNZz61mil63y6MBi Scale = 1:99.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 39 40 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 5x8 3x4 5x8 3x6 3x4 6x8 4x6 5x8 3x6 2x4 6x8 3x6 4x6 3x8 4x6 6x8 2x4 1-0-0 1-0-0 8-0-14 7-0-14 15-3-10 7-2-12 15-7-4 0-3-10 25-6-0 9-10-12 34-8-5 9-2-5 45-3-8 10-7-3 46-0-0 0-8-8 49-0-8 3-0-8 52-4-0 3-3-8 53-4-0 1-0-0 8-0-14 8-0-14 15-7-4 7-6-6 21-3-11 5-8-7 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 49-0-8 3-9-0 53-4-0 4-3-8 0-4-311-0-00-4-31-4-01-5-01-5-011-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [12:0-0-4,Edge], [12:0-0-8,0-11-5] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.58 0.97 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.61 0.06 (loc) 14-15 14-15 13 l/defl >999 >593 n/a L/d 240 180 n/a PLATES MT20 Weight: 326 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19,10-13: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-19, 5-18, 6-17, 6-15, 8-14 REACTIONS.All bearings 0-8-0 except (jt=length) 19=0-7-4. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-408(LC 10), 13=-758(LC 10), 12=-227(LC 10), 19=-854(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=637(LC 19), 13=1705(LC 16), 12=376(LC 16), 19=2194(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-689/588, 2-4=-382/395, 4-5=-308/663, 5-6=-1159/1219, 6-7=-1246/1258, 7-8=-1422/1283, 8-10=-166/306, 11-12=-198/308 BOT CHORD 1-20=-398/621, 19-20=-398/621, 18-19=-1765/1057, 4-18=-554/635, 17-18=-307/758, 15-17=-604/1177, 14-15=-644/1000, 13-14=-1530/1013, 10-14=-375/318 WEBS 2-20=0/296, 2-19=-751/468, 5-18=-1313/584, 5-17=-355/809, 6-17=-426/430, 7-15=-127/278, 8-15=-38/263, 8-14=-1462/1075 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 lb uplift at joint 1, 758 lb uplift at joint 13, 227 lb uplift at joint 12 and 854 lb uplift at joint 19. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B6 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262707 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:00 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-IOKE94WiwEfy4_URqJVG9kvQhK2paw8YjkxPiOy6MBf Scale = 1:99.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 5x8 3x4 5x8 3x6 3x4 6x8 4x6 5x8 3x6 2x4 6x8 3x6 4x6 3x8 4x6 6x8 2x4 1-0-0 1-0-0 8-0-14 7-0-14 15-3-10 7-2-12 15-7-4 0-3-10 25-6-0 9-10-12 34-8-5 9-2-5 45-3-8 10-7-3 46-0-0 0-8-8 49-0-8 3-0-8 52-4-0 3-3-8 53-4-0 1-0-0 8-0-14 8-0-14 15-7-4 7-6-6 21-3-11 5-8-7 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 49-0-8 3-9-0 53-4-0 4-3-8 0-4-311-0-00-4-31-4-01-8-51-8-511-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [12:0-0-4,Edge], [12:0-0-8,0-11-5] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.58 0.98 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.61 0.06 (loc) 14-15 14-15 13 l/defl >999 >591 n/a L/d 240 180 n/a PLATES MT20 Weight: 323 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19,10-13: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-19, 5-18, 6-15, 8-14 REACTIONS.All bearings 0-8-0 except (jt=length) 19=0-7-4. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-409(LC 10), 13=-750(LC 10), 12=-233(LC 10), 19=-854(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=640(LC 19), 13=1616(LC 16), 12=403(LC 16), 19=2173(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-700/589, 2-4=-388/395, 4-5=-317/663, 5-6=-1188/1240, 6-7=-1259/1282, 7-8=-1436/1310, 8-10=-194/320, 11-12=-239/324 BOT CHORD 1-20=-399/628, 19-20=-399/628, 18-19=-1745/1058, 4-18=-556/635, 17-18=-321/783, 15-17=-630/1204, 14-15=-691/1047, 13-14=-1450/1004, 10-14=-375/318 WEBS 2-20=0/296, 2-19=-750/468, 5-18=-1308/594, 5-17=-360/801, 6-17=-428/434, 7-15=-139/295, 8-14=-1438/1093 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 409 lb uplift at joint 1, 750 lb uplift at joint 13, 233 lb uplift at joint 12 and 854 lb uplift at joint 19. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B7 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262708 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-EmS_amXzSsvgJHeqykXkE9_mC7jL2pdrA2QVnHy6MBd Scale = 1:99.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 39 40 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 5x8 3x4 5x8 3x6 3x4 6x8 4x6 5x8 3x6 2x4 6x8 3x6 4x6 3x8 4x6 6x8 2x4 2-4-51-0-0 1-0-0 8-0-14 7-0-14 15-3-10 7-2-12 15-7-4 0-3-10 25-6-0 9-10-12 34-8-5 9-2-5 45-3-8 10-7-3 46-0-0 0-8-8 49-0-8 3-0-8 52-4-0 3-3-8 53-4-0 1-0-0 8-0-14 8-0-14 15-7-4 7-6-6 21-3-11 5-8-7 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 49-0-8 3-9-0 53-4-0 4-3-8 0-4-311-0-00-4-31-4-01-0-51-0-511-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [12:0-0-4,Edge], [12:0-0-8,0-11-5] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.58 0.98 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.60 0.06 (loc) 17-18 14-15 13 l/defl >999 >597 n/a L/d 240 180 n/a PLATES MT20 Weight: 329 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19,10-13: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-19, 5-18, 6-17, 6-15, 8-14 REACTIONS.All bearings 0-8-0 except (jt=length) 19=0-7-4. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-407(LC 10), 13=-775(LC 10), 12=-212(LC 10), 19=-853(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=633(LC 19), 13=1759(LC 16), 12=343(LC 16), 19=2211(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-670/585, 2-4=-368/407, 4-5=-291/661, 5-6=-1103/1189, 6-7=-1188/1221, 7-8=-1359/1242, 8-10=-119/268, 11-12=-147/272 BOT CHORD 1-20=-395/612, 19-20=-395/612, 18-19=-1781/1054, 4-18=-551/635, 17-18=-287/717, 15-17=-566/1120, 14-15=-577/907, 13-14=-1575/1033, 10-14=-366/316 WEBS 2-20=0/297, 2-19=-753/470, 5-18=-1309/571, 5-17=-346/807, 6-17=-422/424, 7-15=-110/254, 8-15=-10/305, 8-14=-1471/1066, 11-13=-248/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 407 lb uplift at joint 1, 775 lb uplift at joint 13, 212 lb uplift at joint 12 and 853 lb uplift at joint 19. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B8 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262709 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:06 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-7YhVP7aTW4P5ovxbBabgP?9SIk6e_cER5gOjw2y6MBZ Scale = 1:99.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 39 40 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 5x8 3x4 5x8 3x6 5x8 4x6 5x8 3x6 2x4 6x8 3x6 4x6 3x8 4x6 5x8 2x4 2x4 1-0-0 1-0-0 8-0-14 7-0-14 15-3-10 7-2-12 15-7-4 0-3-10 25-2-3 9-6-15 34-8-5 9-6-3 44-4-0 9-7-11 45-3-8 0-11-8 46-0-0 0-8-8 49-0-8 3-0-8 52-4-0 3-3-8 53-4-0 1-0-0 8-0-14 8-0-14 15-7-4 7-6-6 21-3-11 5-8-7 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 49-0-8 3-9-0 53-4-0 4-3-8 0-4-311-0-00-4-21-4-00-4-511-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [12:0-0-8,0-11-6], [12:0-0-4,Edge], [13:Edge,0-2-4], [14:Edge,0-2-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.57 0.96 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.88 0.05 (loc) 14-15 14-15 12 l/defl >806 >409 n/a L/d 240 180 n/a PLATES MT20 Weight: 338 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19: 2x4 SP No.3, 14-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-13: 2x6 SP No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-19, 5-18, 6-17, 6-15, 8-14 REACTIONS.All bearings 0-8-0 except (jt=length) 19=0-7-4. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-399(LC 10), 13=-890(LC 10), 12=-113(LC 10), 19=-845(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=620(LC 19), 13=1771(LC 16), 12=344(LC 16), 19=2260(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-621/571, 2-4=-329/430, 4-5=-245/645, 5-6=-1006/1108, 6-7=-1141/1125, 7-8=-1308/1141 BOT CHORD 1-20=-383/592, 19-20=-383/592, 18-19=-1828/1041, 4-18=-546/635, 17-18=-239/669, 15-17=-483/1059, 14-15=-423/833 WEBS 2-20=0/297, 2-19=-756/475, 5-18=-1341/539, 5-17=-312/823, 6-17=-443/400, 7-15=-75/254, 8-15=0/332, 8-14=-1485/1153, 13-14=-1596/1139, 10-14=-354/319, 11-13=-236/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 1, 890 lb uplift at joint 13, 113 lb uplift at joint 12 and 845 lb uplift at joint 19. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Continued on page 2 December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B8 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262709 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:06 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-7YhVP7aTW4P5ovxbBabgP?9SIk6e_cER5gOjw2y6MBZ NOTES- 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B9 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262710 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:08 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-3wpFqpck2ifp1C5zI?e8UQEo4YnSSUHkZ_tq_wy6MBX Scale = 1:99.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 39 40 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 4x6 5x8 3x4 6x8 3x6 5x8 5x8 4x6 5x8 3x6 2x4 6x8 3x6 4x6 3x8 4x6 3x6 2x4 1-0-0 1-0-0 8-0-14 7-0-14 15-0-0 6-11-2 15-7-4 0-7-4 25-6-0 9-10-12 34-8-5 9-2-5 44-4-0 9-7-11 45-3-8 0-11-8 46-0-0 0-8-8 52-4-0 6-4-0 53-4-0 1-0-0 8-0-14 8-0-14 15-7-4 7-6-6 21-3-11 5-8-7 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 49-0-8 3-9-0 53-4-0 4-3-8 0-4-311-0-00-4-21-4-01-0-511-0-06.00 12 3.85 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [12:0-0-8,0-11-6], [12:0-0-4,Edge], [13:0-5-4,0-3-0], [14:0-4-0,0-2-3] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.55 1.00 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.54 0.04 (loc) 17-18 17-18 12 l/defl >999 >662 n/a L/d 240 180 n/a PLATES MT20 Weight: 347 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-19, 5-18, 6-17, 6-15, 8-14 REACTIONS.All bearings 0-8-0 except (jt=length) 19=0-7-4. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-378(LC 10), 13=-875(LC 10), 12=-123(LC 10), 19=-872(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=586(LC 19), 13=1735(LC 16), 12=366(LC 16), 19=2311(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-547/530, 2-4=-226/487, 4-5=-146/594, 5-6=-901/1060, 6-7=-1019/1076, 7-8=-1172/1086, 8-10=-353/288 BOT CHORD 1-20=-347/547, 19-20=-347/547, 18-19=-1873/1066, 4-18=-541/631, 17-18=-191/591, 15-17=-421/967, 14-15=-341/722, 13-14=-212/346 WEBS 2-20=0/299, 2-19=-763/487, 5-18=-1362/561, 5-17=-313/850, 6-17=-426/404, 8-15=-14/322, 8-14=-1062/920, 10-14=-799/1282, 10-13=-1732/1190, 11-13=-235/309 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 1, 875 lb uplift at joint 13, 123 lb uplift at joint 12 and 872 lb uplift at joint 19. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss B10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262711 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:34:48 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-f4ciezMBlY8fd8Z77oHSgCPOuUyKmRBnyt1mH4y6MBr Scale = 1:99.1 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 6x8 6x8 5x8 5x8 3x4 5x8 5x6 3x4 6x8 5x8 3x6 2x4 8x10 2x4 1-0-0 1-0-0 8-0-14 7-0-14 15-3-10 7-2-12 15-7-4 0-3-10 25-6-0 9-10-12 34-8-5 9-2-5 45-3-8 10-7-3 46-0-0 0-8-8 52-4-0 6-4-0 53-4-0 1-0-0 8-0-14 8-0-14 15-7-4 7-6-6 21-3-11 5-8-7 28-0-0 6-8-5 34-8-5 6-8-5 39-11-15 5-3-9 45-3-8 5-3-9 49-0-8 3-9-0 53-4-0 4-3-8 0-4-311-0-00-4-31-4-00-4-50-11-1111-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [9:0-3-0,Edge], [12:0-0-8,0-11-5], [12:0-0-4,Edge], [13:0-2-12,0-2-8], [14:Edge,0-3-8], [15:0-5-0,0-2-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.96 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.54 0.03 (loc) 14-15 14-15 12 l/defl >999 >657 n/a L/d 240 180 n/a PLATES MT20 Weight: 380 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-19,16-18: 2x6 SP No.2, 10-14: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-19, 5-18, 6-17, 6-15, 8-13 REACTIONS.All bearings 0-8-0 except (jt=length) 19=0-7-4. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12 except 1=-317(LC 10), 19=-947(LC 10), 13=-894(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=549(LC 15), 19=2225(LC 15), 13=1676(LC 16), 12=321(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-452/417, 2-4=-39/401, 4-5=-38/473, 5-6=-776/974, 6-7=-856/997, 7-8=-991/997 BOT CHORD 1-20=-275/609, 19-20=-275/609, 18-19=-1792/1128, 4-18=-548/624, 17-18=-110/598, 15-17=-331/918, 10-13=-354/335 WEBS 2-20=0/291, 2-19=-737/503, 5-18=-1280/631, 5-17=-316/842, 6-17=-413/409, 8-15=-12/328, 13-15=-300/506, 8-13=-1257/1069, 11-13=-280/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 1=317, 19=947, 13=894. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss BGE Truss Type GABLE COMMON Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262712 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:12 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-yi2mgAfE5w9FWqPlXqi4eGPPO9CNOKmKUcr17hy6MBT Scale = 1:71.7 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 50 51 52 53 54 55 56 57 3x6 5x6 7x10 3x4 3x6 6x8 3x6 5x12 3x6 3x4 6x12 MT20HS 6x8 1-0-0 1-0-0 7-8-8 6-8-8 8-0-8 0-4-0 9-2-4 1-1-12 10-0-8 0-10-4 18-7-11 8-7-3 29-4-8 10-8-13 40-4-0 10-11-8 4-3-8 4-3-8 8-0-8 3-9-0 13-4-1 5-3-9 18-7-11 5-3-9 25-4-0 6-8-5 32-0-5 6-8-5 40-4-0 8-3-11 0-4-39-8-011-0-06-10-31-4-011-0-06.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-8], [8:0-7-8,0-2-4], [16:0-2-8,0-2-8], [26:0-1-9,0-1-0], [29:0-1-9,0-1-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.85 0.74 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.54 0.03 (loc) 11-13 10-11 10 l/defl >999 >672 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 380 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-9: 2x6 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 4-15: 2x4 SP No.3, 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-13,7-11,8-10: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 13-16, 5-16, 7-13, 7-11 2 Rows at 1/3 pts 8-10 REACTIONS.All bearings 7-0-0 except (jt=length) 15=2-3-8, 15=2-3-8, 10=Mechanical, 14=2-3-8, 14=2-3-8. (lb) - Max Horz 19=-324(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 15, 15, 18 except 16=-1081(LC 10), 10=-663(LC 10), 19=-163(LC 10) Max Grav All reactions 250 lb or less at joint(s) 19, 18, 17, 14 except 16=1758(LC 15), 16=1604(LC 1), 10=1425(LC 16), 14=311(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-363/376, 4-5=-214/386, 5-6=-1024/909, 6-7=-884/919, 7-8=-980/926, 9-10=-318/408 BOT CHORD 1-19=-116/284, 18-19=-286/246, 17-18=-286/246, 16-17=-286/246, 4-16=-338/304, 11-13=-669/1052, 10-11=-518/806 WEBS 2-16=-281/331, 13-16=-489/784, 5-16=-1475/1193, 5-13=-84/456, 7-13=-381/229, 7-11=-290/307, 8-11=-167/725, 8-10=-1270/826 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-6, Interior(1) 4-0-6 to 12-11-4, Exterior(2) 12-11-4 to 24-4-2, Interior(1) 24-4-2 to 26-3-14, Exterior(2) 26-3-14 to 40-2-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 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) Refer to girder(s) for truss to truss connections. Continued on page 2 December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss BGE Truss Type GABLE COMMON Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262712 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:13 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-Quc8tWgssEH67__x5YDJBTxa8ZYc7n?TiGabg8y6MBS NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 18 except (jt=lb) 16=1081, 10=663, 19=163. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss BGE1 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262713 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:19 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-F2_Q8akdS42FrvR5SpKjQkBhY_Y3XR7L5B1vtny6MBM Scale = 1:99.9 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 56 57 58 59 60 61 62 63 64 65 4x6 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 4x6 5x8 3x6 5x6 3x4 6x8 4x6 3x6 6x8 3x6 4x6 8x10 4x6 3x6 5x6 1-0-0 1-0-0 7-11-4 6-11-4 15-4-0 7-4-12 25-4-0 10-0-0 34-8-5 9-4-5 45-4-0 10-7-11 52-4-0 7-0-0 53-4-0 1-0-0 7-11-4 7-11-4 15-4-0 7-4-12 21-3-11 5-11-11 28-0-0 6-8-5 34-8-5 6-8-5 40-0-3 5-3-13 45-4-0 5-3-13 48-10-0 3-6-0 53-4-0 4-6-0 0-4-311-0-00-4-31-4-011-0-06.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [3:0-3-0,Edge], [16:0-2-0,0-2-12], [17:Edge,0-3-8], [18:0-5-0,0-2-4], [29:0-1-9,0-1-0], [33:0-1-9,0-1-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.47 0.93 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.54 0.03 (loc) 20-21 17-18 16 l/defl >999 >659 n/a L/d 240 180 n/a PLATES MT20 Weight: 451 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3,9-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-17: 2x4 SP No.3, 19-22: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-18: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-21, 5-21, 6-20, 6-18, 7-18, 8-16 REACTIONS.All bearings 7-0-0 except (jt=length) 1=0-8-0, 21=0-8-0. (lb) - Max Horz 1=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 14 except 1=-295(LC 10), 16=-934(LC 10), 21=-974(LC 10), 13=-120(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15 except 1=558(LC 15), 16=1710(LC 16), 16=1552(LC 1), 21=2203(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-432/376, 2-4=-36/358, 4-5=-36/436, 5-6=-737/921, 6-7=-816/936, 7-8=-947/930, 8-10=-186/392, 10-11=-342/377 BOT CHORD 1-23=-292/618, 21-23=-292/618, 20-21=-67/585, 18-20=-276/873, 10-16=-336/307, 15-16=-104/257, 14-15=-104/257, 13-14=-104/257, 12-13=-104/257 WEBS 2-23=0/256, 2-21=-700/523, 4-21=-553/641, 5-21=-1240/633, 5-20=-309/824, 6-20=-407/398, 8-18=-27/368, 16-18=-236/464, 8-16=-1361/1193, 11-16=-284/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-4-0, Interior(1) 5-4-0 to 13-9-3, Exterior(2) 13-9-3 to 42-2-13, Interior(1) 42-2-13 to 48-0-0, Exterior(2) 48-0-0 to 53-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 1=295, 16=934, 21=974, 13=120. Continued on page 2 December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss BGE1 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262713 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:19 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-F2_Q8akdS42FrvR5SpKjQkBhY_Y3XR7L5B1vtny6MBM NOTES- 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss CJ1 Truss Type Corner Jack Qty 4 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262714 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-BQ5AZFmu_hIz5CbTZDNBW9H8AnSk?ZleYVW0ygy6MBK Scale = 1:7.0 1 2 3 2x4 1-0-0 1-0-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.02 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6 6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 2=30(LC 10) Max Uplift 1=-28(LC 10), 2=-6(LC 10), 3=-7(LC 10) Max Grav 1=44(LC 15), 2=23(LC 1), 3=18(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss CJ3 Truss Type Corner Jack Qty 4 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262715 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:31 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-uMiyfgu9dmZYIlMO9KYXwGhrRpqLK5E7r3xYI5y6MBA Scale: 1"=1' 1 2 32x4 3x8 ST1.5x8 STP 1-0-0 1-0-0 1-4-0 0-4-0 3-0-0 1-8-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge], [1:0-0-8,1-0-5] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.10 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=89(LC 10) Max Uplift 2=-57(LC 10), 3=-12(LC 1), 1=-71(LC 10) Max Grav 2=42(LC 15), 3=10(LC 3), 1=219(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss CJ5 Truss Type Corner Jack Qty 4 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262716 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:41 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-bHJkm5?QGqp8UH7JkQktKN6UXrBtgcib8cM4fWy6MB0 Scale = 1:18.4 1 2 32x4 3x8 ST1.5x8 STP 1-0-0 1-0-0 1-4-0 0-4-0 5-0-0 3-8-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge], [1:0-0-8,1-0-5] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.38 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.04 -0.02 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=149(LC 10) Max Uplift 2=-118(LC 10), 1=-90(LC 10) Max Grav 2=113(LC 15), 3=60(LC 3), 1=275(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 2=118. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss D Truss Type Common Qty 7 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262717 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:45 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-U2YFbT3xK3JZzuQ4zGopUDG3zSW3cHuA3EKHnHy6MAy Scale = 1:87.6 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 26 27 28 29 30 31 32 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 4x6 4x6 5x8 3x6 2x4 5x6 3x6 5x8 3x6 3x6 2x4 5x8 5x6 4x6 5x8 WB 1-0-0 1-0-0 7-11-4 6-11-4 15-4-0 7-4-12 23-6-0 8-2-0 35-6-11 12-0-11 46-0-0 10-5-5 47-0-0 1-0-0 7-11-4 7-11-4 15-4-0 7-4-12 23-6-0 8-2-0 31-1-13 7-7-13 38-9-11 7-7-13 47-0-0 8-2-5 0-4-312-1-30-4-36.00 12 Plate Offsets (X,Y)-- [1:0-0-8,0-11-5], [1:0-0-4,Edge], [7:0-3-0,Edge], [10:0-0-4,Edge], [10:0-3-8,Edge], [14:0-2-8,0-3-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.80 0.55 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.61 -0.98 0.03 (loc) 11-13 11-13 10 l/defl >628 >387 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3,7-10: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 *Except* 1-14: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 SLIDER Right 2x8 SP 2400F 2.0E 2-4-12 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-14, 4-14, 4-13, 5-13, 6-13 REACTIONS. (size)1=0-8-0, 14=0-8-0, 10=0-8-0 Max Horz 1=-558(LC 8) Max Uplift 1=-232(LC 10), 14=-1108(LC 10), 10=-640(LC 10) Max Grav 1=460(LC 19), 14=2336(LC 15), 10=1352(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/251, 2-4=-81/683, 4-5=-685/732, 5-6=-619/742, 6-8=-1659/1101, 8-10=-1862/1162 BOT CHORD 1-15=-511/606, 14-15=-511/606, 13-14=-758/415, 11-13=-444/975, 10-11=-804/1530 WEBS 2-15=0/296, 2-14=-759/504, 4-14=-1763/1143, 4-13=-502/1409, 6-13=-1021/713, 6-11=-213/682, 8-11=-356/405 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-8-6, Interior(1) 4-8-6 to 18-9-10, Exterior(2) 18-9-10 to 28-2-6, Interior(1) 28-2-6 to 42-3-10, Exterior(2) 42-3-10 to 47-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=232, 14=1108, 10=640. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss DGE Truss Type Common Supported Gable Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262718 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:47 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-QRg?084BsgaHCCaT5hqHZeMWsGC84F2TXYpOsAy6MAw Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 47 48 49 50 5x6 4x6 3x6 5x6 5x6 4x6 3x6 1-0-0 1-0-0 47-0-0 46-0-0 23-6-0 23-6-0 47-0-0 23-6-0 0-4-312-1-30-4-36.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [19:0-3-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.45 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.02 (loc) - - 24 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 345 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 8-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-35, 11-36, 10-37, 9-38, 13-34, 14-33, 15-32 REACTIONS.All bearings 45-0-0. (lb) - Max Horz 46=-560(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 36, 34 except 37=-127(LC 10), 38=-113(LC 10), 40=-115(LC 10), 41=-114(LC 10), 42=-119(LC 10), 43=-114(LC 10), 44=-113(LC 10), 45=-299(LC 9), 46=-189(LC 10), 33=-127(LC 10), 32=-113(LC 10), 30=-115(LC 10), 29=-114(LC 10), 28=-119(LC 10), 27=-114(LC 10), 26=-113(LC 10), 25=-266(LC 8), 24=-189(LC 10) Max Grav All reactions 250 lb or less at joint(s) 36, 37, 38, 40, 41, 42, 43, 44, 34, 33, 32, 30, 29, 28, 27, 26 except 35=393(LC 10), 45=377(LC 8), 46=475(LC 16), 25=343(LC 9), 24=447(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-375/448, 2-3=-212/427, 3-4=-122/384, 4-5=-121/371, 5-6=-87/348, 6-7=-67/328, 7-8=-43/364, 8-9=-60/462, 9-10=-94/562, 10-11=-130/714, 11-12=-162/857, 12-13=-162/857, 13-14=-130/714, 14-15=-94/562, 15-16=-60/462, 16-17=-25/364, 17-18=-41/308, 18-19=-61/329, 19-20=-94/351, 20-21=-98/366, 21-22=-180/404, 22-23=-375/430 BOT CHORD 1-46=-396/440, 45-46=-379/440, 44-45=-379/440, 43-44=-379/440, 42-43=-379/444, 41-42=-379/444, 40-41=-379/444, 38-40=-379/444, 37-38=-379/444, 36-37=-379/444, 35-36=-379/444, 34-35=-379/444, 33-34=-379/444, 32-33=-379/444, 30-32=-379/444, 29-30=-379/444, 28-29=-379/444, 27-28=-379/444, 26-27=-376/440, 25-26=-376/440, 24-25=-376/440, 23-24=-376/440 WEBS 12-35=-471/34, 11-36=-169/303, 10-37=-144/324, 2-46=-267/561, 13-34=-168/303, 14-33=-145/324, 22-24=-267/561 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=47ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-0-0 to 4-8-6, Exterior(2) 4-8-6 to 18-9-10, Corner(3) 18-9-10 to 28-2-6, Exterior(2) 28-2-6 to 42-3-10, Corner(3) 42-3-10 to 47-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss DGE Truss Type Common Supported Gable Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262718 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:47 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-QRg?084BsgaHCCaT5hqHZeMWsGC84F2TXYpOsAy6MAw NOTES- 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 34 except (jt=lb) 37=127, 38=113, 40=115, 41=114, 42=119, 43=114, 44=113, 45=299, 46=189, 33=127, 32=113, 30=115, 29=114, 28=119, 27=114, 26=113, 25=266, 24=189. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss EJ7 Truss Type Jack-Open Qty 8 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262719 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:49 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-MpolRq6SOIq?SWksC6tle3Rkc4r7YEhm_sIVw2y6MAu Scale = 1:22.3 1 2 3 3x4 3x8 1-0-0 1-0-0 1-4-0 0-4-0 7-0-0 5-8-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [1:0-0-8,1-0-5] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.88 0.67 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.12 -0.07 (loc) 4 4 2 l/defl >636 >713 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=210(LC 10) Max Uplift 2=-178(LC 10), 1=-115(LC 10) Max Grav 2=180(LC 15), 3=100(LC 3), 1=350(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=178, 1=115. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss G Truss Type Common Qty 3 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262720 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:51 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-JCvWsW7ivv4jhpuEKXvDjUWBmtXy01W3SAnb?xy6MAs Scale = 1:52.7 1 2 3 4 5 6 7 11 10 9 8 16 17 18 19 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 3x4 3x8 4x6 4x6 3x4 2x4 3x4 2x4 1-0-0 1-0-0 1-4-0 0-4-0 10-4-0 9-0-0 19-4-0 9-0-0 19-8-0 0-4-0 20-8-0 1-0-0 5-4-8 5-4-8 10-4-0 4-11-8 15-3-8 4-11-8 20-8-0 5-4-8 0-4-38-1-30-4-39.00 12 Plate Offsets (X,Y)-- [1:0-0-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.33 0.65 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.02 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)11=0-8-0, 8=0-8-0 Max Horz 11=378(LC 9) Max Uplift 11=-496(LC 10), 8=-433(LC 10) Max Grav 11=827(LC 1), 8=827(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-270/0, 2-3=-331/89, 3-4=-899/512, 4-5=-899/512, 5-6=-331/128, 6-7=-270/0 BOT CHORD 9-11=-229/745, 8-9=-229/611 WEBS 4-9=-270/627, 5-9=-363/299, 3-9=-363/299, 3-11=-719/502, 2-11=-328/368, 5-8=-719/502, 6-8=-328/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-4-0, Exterior(2) 7-4-0 to 13-4-0, Interior(1) 13-4-0 to 17-8-0, Exterior(2) 17-8-0 to 20-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=496, 8=433. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss GGE Truss Type COMMON GIRDER Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262721 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:54 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-jnbeUYAaCqSHYHcp?fTwL68iB5fODMbV880GbGy6MAp Scale = 1:51.7 1 2 3 4 5 6 7 18 17 16 15 13 11 10 9 814 37 38 123x4 4x6 3x4 5x8 4x6 3x4 4x6 3x4 1-0-0 1-0-0 1-4-0 0-4-0 6-8-8 5-4-8 10-4-0 3-7-8 13-11-8 3-7-8 19-4-0 5-4-8 19-8-0 0-4-0 20-8-0 1-0-0 1-4-0 1-4-0 5-10-0 4-6-0 10-4-0 4-6-0 14-10-0 4-6-0 19-4-0 4-6-0 20-8-0 1-4-0 0-4-38-1-30-4-39.00 12 Plate Offsets (X,Y)-- [13:0-4-0,0-3-0] 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 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.38 0.22 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 0.01 (loc) 13 13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-18,7-8. REACTIONS.All bearings 6-0-0 except (jt=length) 14=0-3-8, 12=0-3-8. (lb) - Max Horz 18=-378(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17, 9 except 8=-539(LC 8), 18=-612(LC 8), 15=-106(LC 36), 11=-109(LC 36), 14=-211(LC 8), 12=-214(LC 8) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 11, 10, 9, 14, 12 except 8=647(LC 1), 18=647(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-493/582, 4-5=-486/582 BOT CHORD 17-18=-311/630, 16-17=-311/630, 15-16=-311/630, 14-15=-311/630, 13-14=-311/630, 12-13=-294/437, 11-12=-294/437, 10-11=-294/437, 9-10=-294/437, 8-9=-294/437 WEBS 4-13=-464/240, 5-13=-289/309, 5-8=-567/385, 6-8=-320/341, 3-13=-289/304, 3-18=-569/416, 2-18=-324/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 9 except (jt=lb) 8=539, 18=612, 15=106, 11=109, 14=211, 12=214. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 99 lb up at 8-4-12, and 34 lb down and 99 lb up at 10-4-12, and 34 lb down and 99 lb up at 12-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss GGE Truss Type COMMON GIRDER Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262721 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:54 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-jnbeUYAaCqSHYHcp?fTwL68iB5fODMbV880GbGy6MAp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 13=38(F) 37=38(F) 38=38(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 2400702 Truss GGR Truss Type COMMON GIRDER Qty 1 Ply 2 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262722 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:56 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-f9jPvDBrkRi?obmC64VOQXDz4uJphBtobSVMg8y6MAn Scale = 1:52.1 1 2 3 4 5 10 9 8 7 611121314151617 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 5x6 7x10 3x6 8x10 3x6 8x10 5x6 4-9-12 4-9-12 9-4-0 4-6-4 13-10-4 4-6-4 18-8-0 4-9-12 4-9-12 4-9-12 9-4-0 4-6-4 13-10-4 4-6-4 18-8-0 4-9-12 1-1-38-1-31-1-39.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [5:0-3-0,0-1-12], [7:0-3-8,0-4-4], [8:0-5-0,0-4-8], [9:0-3-8,0-4-4] 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 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.67 0.35 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.15 0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 267 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 3-8,1-10,5-6: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-8-0, 6=0-8-0 Max Horz 10=-335(LC 6) Max Uplift 10=-2944(LC 8), 6=-2784(LC 8) Max Grav 10=5762(LC 1), 6=5448(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6708/3431, 2-3=-4962/2675, 3-4=-4962/2675, 4-5=-6633/3393, 1-10=-4882/2536, 5-6=-4847/2518 BOT CHORD 9-10=-667/1096, 8-9=-2633/5343, 7-8=-2603/5232, 6-7=-420/742 WEBS 3-8=-2977/5574, 4-8=-1905/1094, 4-7=-1011/2036, 2-8=-1984/1135, 2-9=-1062/2137, 1-9=-2187/4501, 5-7=-2215/4555 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=2944, 6=2784. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1218 lb down and 629 lb up at 2-0-12, 1218 lb down and 629 lb up at 4-0-12, 1218 lb down and 629 lb up at 6-0-12, 1218 lb down and 629 lb up at 8-0-12, 1218 lb down and 629 lb up at 10-0-12, 1218 lb down and 629 lb up at 12-0-12, and 1218 lb down and 629 lb up at 14-0-12, and 1218 lb down and 629 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss GGR Truss Type COMMON GIRDER Qty 1 Ply 2 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262722 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:56 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-f9jPvDBrkRi?obmC64VOQXDz4uJphBtobSVMg8y6MAn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 7=-1218(B) 11=-1218(B) 12=-1218(B) 13=-1218(B) 14=-1218(B) 15=-1218(B) 16=-1218(B) 17=-1218(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 2400702 Truss H Truss Type Jack-Open Qty 5 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262723 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:35:58 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-bYq9KvD5G3yj1uwaEVXsWyJPpi3u9Iv53m_Tl1y6MAl Scale = 1:10.4 1 2 4 33x6 ST1.5x8 STP 1-8-0 1-8-0 2-4-0 0-8-0 2-4-0 2-4-0 0-4-31-6-36.00 12 Plate Offsets (X,Y)-- [1:0-9-0,0-2-1] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.28 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-8-0 Max Horz 4=96(LC 10) Max Uplift 3=-52(LC 7), 4=-189(LC 10) Max Grav 3=37(LC 6), 4=220(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=189. (3)- 0.131x3.5" TOENAILS December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss HJ7 Truss Type Diagonal Hip Girder Qty 2 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262724 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:00 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-YxywlbELogCRGC4zLwZKbNOihVeRdAAOW4Tapvy6MAj Scale = 1:21.9 1 2 6 5 11 12 3 13 14 4 3x4 3x4 3x6 3x8 2x4 1-5-6 1-5-6 1-11-0 0-5-10 5-9-2 3-10-2 9-10-13 4-1-10 5-2-5 5-2-5 5-9-2 0-6-13 9-10-13 4-1-10 0-3-143-9-140-4-43-5-103-9-144.24 12 Plate Offsets (X,Y)-- [1:0-1-11,0-0-3], [1:0-0-13,1-6-4] 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 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.50 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.08 -0.03 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 1=0-11-5 Max Horz 1=211(LC 8) Max Uplift 3=-123(LC 8), 4=-138(LC 8), 1=-267(LC 8) Max Grav 3=119(LC 28), 4=221(LC 28), 1=539(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-413/180 BOT CHORD 1-6=-289/331, 5-6=-289/331 WEBS 2-5=-376/328 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=123, 4=138, 1=267. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 22 lb up at 1-5-12, 89 lb down and 22 lb up at 1-5-12, 106 lb down and 73 lb up at 4-3-11, 106 lb down and 73 lb up at 4-3-11, and 151 lb down and 144 lb up at 7-1-10, and 151 lb down and 144 lb up at 7-1-10 on top chord, and 7 lb down and 12 lb up at 1-5-12, 7 lb down and 12 lb up at 1-5-12, 3 lb down and 14 lb up at 4-3-11, 3 lb down and 14 lb up at 4-3-11, and 21 lb down at 7-1-10, and 21 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-7=-20 Concentrated Loads (lb) Vert: 9=-13(F=-6, B=-6) 12=-20(F=-10, B=-10) 14=-3(F=-2, B=-2) December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss I Truss Type Common Qty 4 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262725 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-UJ4gAHGbKHT9WWDMTLcogoTzAJGe51NhzNyhuoy6MAh Scale = 1:46.6 1 2 3 4 5 6 7 10 9 8 21 22 23 24 25 26 4x10 MT20HS 5x6 ST1.5x8 STP 4x6 5x8 5x6 3x6 3x4 2x4 3x4 2x4 8-6-15 8-6-15 16-10-5 8-3-7 25-5-4 8-6-15 6-5-6 6-5-6 12-7-4 6-1-14 18-10-8 6-3-4 25-5-4 6-6-12 0-11-97-3-30-10-36.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-6-0,0-0-2] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.83 0.71 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.43 0.07 (loc) 8-10 8-10 7 l/defl >999 >716 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 128 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 1-11-12, Right 2x8 SP 2400F 2.0E 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-5-4, 7=0-8-0 Max Horz 1=-268(LC 8) Max Uplift 1=-529(LC 10), 7=-543(LC 10) Max Grav 1=1004(LC 1), 7=1031(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1494/1069, 3-4=-1347/1071, 4-5=-1345/1066, 5-7=-1487/1057 BOT CHORD 1-10=-786/1432, 8-10=-454/979, 7-8=-773/1247 WEBS 3-10=-324/382, 4-10=-284/583, 4-8=-270/559, 5-8=-306/369 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-7-4, Exterior(2) 9-7-4 to 15-7-4, Interior(1) 15-7-4 to 22-5-4, Exterior(2) 22-5-4 to 25-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=529, 7=543. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss IGR Truss Type Flat Girder Qty 1 Ply 2 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262726 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:04 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-QiCQayHsrvjtlpNkaleGlDZH37_hZnozRhRnyhy6MAf Scale = 1:47.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 3x4 2x4 7x10 WB10x12 2x4 5x8 3x8 2x4 7x10 3x8 5x12 6x8 5-2-10 5-2-10 10-3-9 5-0-14 15-4-7 5-0-14 20-5-6 5-0-14 25-8-0 5-2-10 5-2-10 5-2-10 10-3-9 5-0-14 15-4-7 5-0-14 20-5-6 5-0-14 25-8-0 5-2-10 6-8-11Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [6:0-1-12,0-2-8], [9:0-4-12,0-1-8], [10:0-5-0,0-4-8], [12:0-4-12,0-1-8] 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 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.93 0.61 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.29 0.06 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 420 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.1 *Except* 1-14,7-8: 2x4 SP No.2, 2-13,3-12,5-10,6-9: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 1 Row at midpt 1-14, 1-13, 6-8 REACTIONS. (size)14=0-8-0, 8=0-8-0 Max Uplift 14=-4782(LC 8), 8=-5367(LC 8) Max Grav 14=8556(LC 2), 8=9693(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-7584/4284, 1-2=-5999/3350, 2-3=-5999/3350, 3-5=-8881/4959, 5-6=-8881/4959 BOT CHORD 12-13=-4941/8844, 10-12=-4941/8844, 9-10=-3423/6136, 8-9=-3423/6136 WEBS 1-13=-5329/9548, 2-13=-307/319, 3-13=-4555/2548, 3-12=-1698/3247, 5-10=-291/260, 6-10=-2460/4397, 6-9=-2045/3919, 6-8=-9752/5439 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 14, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=4782, 8=5367. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1272 lb down and 714 lb up at 1-10-0, 1272 lb down and 714 lb up at 3-10-0, 1272 lb down and 714 lb up at 5-10-0, 1272 lb down and 714 lb up at 7-10-0, 1272 lb down and 714 lb up at 9-10-0, 1272 lb down and 714 lb up at 11-10-0, 1272 lb down and 714 lb up at 13-10-0, 1272 lb down and 714 lb up at 15-10-0, 1272 lb down and 714 lb up at 17-10-0, 1238 lb down and 699 lb up at 19-10-0, 1238 lb down and 699 lb up at 21-10-0, and 1238 lb down and 699 lb up at 23-10-0, and 1316 lb down and 683 lb up at 24-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss IGR Truss Type Flat Girder Qty 1 Ply 2 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262726 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:04 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-QiCQayHsrvjtlpNkaleGlDZH37_hZnozRhRnyhy6MAf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 11=-1218(F) 17=-1218(F) 18=-1218(F) 19=-1218(F) 20=-1218(F) 21=-1218(F) 22=-1218(F) 23=-1218(F) 24=-1218(F) 25=-1185(F) 26=-1185(F) 27=-1185(F) 28=-1210(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 2400702 Truss IH7 Truss Type Hip Girder Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262727 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:09 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-nf?JegL_gRL9raGiNJERSHG9e8njE6hiaz8Yduy6MAa Scale = 1:46.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 5x8 4x6 3x4 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 5x8 4x6 3x4 5x6 3x4 2x4 5x8 2x4 2x4 3x8 3x8 2x4 1-0-0 1-0-0 7-0-0 6-0-0 11-7-4 4-7-4 16-0-12 4-5-8 20-8-0 4-7-4 26-8-0 6-0-0 27-8-0 1-0-0 3-9-4 3-9-4 7-0-0 3-2-12 11-7-4 4-7-4 16-0-12 4-5-8 20-8-0 4-7-4 23-10-12 3-2-12 27-8-0 3-9-4 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-3-0], [4:0-6-0,0-2-8], [10:0-3-4,0-3-4] 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 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.81 0.23 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.22 0.05 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-7: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-4-12, Right 2x6 SP No.2 2-4-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. REACTIONS. (size)1=0-8-0, 10=0-8-0 Max Horz 1=-151(LC 23) Max Uplift 1=-1227(LC 8), 10=-1227(LC 8) Max Grav 1=1875(LC 29), 10=1875(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2557/1795, 3-4=-2798/1967, 4-5=-3401/2436, 5-6=-3401/2436, 6-7=-2525/1824, 7-8=-2781/1953, 8-10=-2548/1788 BOT CHORD 1-15=-1371/2170, 14-15=-1605/2569, 12-14=-2251/3463, 11-12=-2251/3463, 10-11=-1369/2052 WEBS 3-15=-450/558, 4-14=-774/1176, 5-14=-509/558, 6-12=0/346, 6-11=-1209/810, 7-11=-403/786, 8-11=-442/545 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1227, 10=1227. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 323 lb down and 367 lb up at 7-0-0, 175 lb down and 200 lb up at 9-0-12, 175 lb down and 200 lb up at 11-0-12, 175 lb down and 200 lb up at 13-0-12, 175 lb down and 200 lb up at 14-7-4, 175 lb down and 200 lb up at 16-7-4, and 175 lb down and 200 lb up at 18-7-4, and 323 lb down and 367 lb up at 20-8-0 on top chord, and 220 lb down and 160 lb up at 7-0-0, 60 lb down at 9-0-12, 60 lb down at 11-0-12, 60 lb down at 13-0-12, 60 lb down at 14-7-4, 60 lb down at 16-7-4, and 60 lb down at 18-7-4, and 220 lb down and 160 lb up at 20-7-4 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 Continued on page 2 December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss IH7 Truss Type Hip Girder Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262727 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:10 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-FsZhr0MdRlT0Tkqux0lg?UpKOX7yzZxspdu6AKy6MAZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 1-10=-20 Concentrated Loads (lb) Vert: 4=-124(B) 7=-124(B) 15=-207(B) 11=-207(B) 27=-93(B) 28=-93(B) 30=-93(B) 31=-93(B) 33=-93(B) 34=-93(B) 36=-38(B) 37=-38(B) 38=-38(B) 39=-38(B) 40=-38(B) 41=-38(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 2400702 Truss IH9 Truss Type Hip Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262728 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:11 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-j2743MNFC2bt5uP4VjGvXiLYPxLBi7T?2Hdfiny6MAY Scale = 1:46.6 1 2 3 4 5 6 7 8 9 12 11 10 25 26 27 28 29 30 3x8 5x6 3x4 4x6 4x6 3x8 5x6 3x4 3x4 3x8 2x4 3x4 3x8 2x4 1-0-0 1-0-0 1-4-0 0-4-0 9-0-0 7-8-0 18-8-0 9-8-0 26-4-0 7-8-0 26-8-0 0-4-0 27-8-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 13-10-0 4-10-0 18-8-0 4-10-0 22-10-12 4-2-12 27-8-0 4-9-4 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [9:0-3-8,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.74 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.39 0.05 (loc) 10-12 10-12 9 l/defl >999 >857 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 2-3-12, Right 2x8 SP 2400F 2.0E 2-3-12 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-8-0, 9=0-8-0 Max Horz 1=-194(LC 8) Max Uplift 1=-583(LC 10), 9=-583(LC 10) Max Grav 1=1107(LC 1), 9=1107(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1402/1197, 3-4=-1368/1143, 4-5=-1207/1130, 5-6=-1207/1130, 6-7=-1368/1143, 7-9=-1402/1197 BOT CHORD 1-12=-855/1204, 10-12=-924/1356, 9-10=-855/1143 WEBS 4-12=-124/342, 5-12=-284/241, 5-10=-284/241, 6-10=-124/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-7-5, Exterior(2) 4-7-5 to 13-2-15, Interior(1) 13-2-15 to 14-5-1, Exterior(2) 14-5-1 to 23-0-11, Interior(1) 23-0-11 to 24-8-0, Exterior(2) 24-8-0 to 27-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=583, 9=583. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss IH11 Truss Type Hip Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262729 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:06 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-M4JB?eJ6NWza_7X7iAgkqeegmwbd1uAGu?wu1Zy6MAd Scale = 1:43.8 1 2 3 4 5 6 7 8 11 10 9 22 23 24 25 26 27 4x12 5x6 ST1.5x8 STP 4x6 5x8 4x12 5x6 3x4 3x8 2x4 3x4 2x4 9-9-4 9-9-4 15-5-4 5-8-0 25-5-4 10-0-0 5-0-6 5-0-6 9-9-4 4-8-14 15-5-4 5-8-0 20-3-8 4-10-4 25-5-4 5-1-12 0-11-95-10-30-10-35-10-36.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-5-8,0-2-4], [8:0-6-4,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.73 0.83 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.07 (loc) 9-20 9-20 8 l/defl >999 >994 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 1-11-12, Right 2x8 SP 2400F 2.0E 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-5-4, 8=0-8-0 Max Horz 1=-209(LC 8) Max Uplift 1=-529(LC 10), 8=-543(LC 10) Max Grav 1=1004(LC 1), 8=1031(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1480/1253, 3-4=-1283/1112, 4-5=-1115/1104, 5-6=-1277/1103, 6-8=-1462/1234 BOT CHORD 1-11=-952/1315, 9-11=-692/1111, 8-9=-929/1228 WEBS 3-11=-251/303, 4-11=-77/314, 5-9=-56/302, 6-9=-224/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-6-5, Exterior(2) 5-6-5 to 19-8-3, Interior(1) 19-8-3 to 22-5-4, Exterior(2) 22-5-4 to 25-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=529, 8=543. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss IH13 Truss Type Hip Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262730 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:07 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-rHtZD_Kk8q5RcH6JGuBzNsBp5K_TmJcQ7ffSZ?y6MAc Scale = 1:45.8 1 2 3 4 5 6 7 8 11 10 9 22 23 24 25 26 4x10 MT20HS 5x6 ST1.5x8 STP 5x6 5x6 5x8 5x6 3x4 3x8 2x4 3x4 2x4 8-6-15 8-6-15 16-10-5 8-3-7 25-5-4 8-6-15 6-0-6 6-0-6 11-9-4 5-8-14 13-5-4 1-8-0 19-3-8 5-10-4 25-5-4 6-1-12 0-11-96-10-30-10-36-10-36.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-3-0,0-2-0], [5:0-3-0,0-2-0], [8:0-6-0,0-0-2] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.82 0.67 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.39 0.07 (loc) 9-11 9-11 8 l/defl >999 >791 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 137 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 1-11-12, Right 2x8 SP 2400F 2.0E 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)1=0-5-4, 8=0-8-0 Max Horz 1=-252(LC 8) Max Uplift 1=-529(LC 10), 8=-543(LC 10) Max Grav 1=1004(LC 1), 8=1031(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1498/1173, 3-4=-1330/1121, 4-5=-1005/1018, 5-6=-1334/1125, 6-8=-1489/1157 BOT CHORD 1-11=-882/1416, 9-11=-548/989, 8-9=-865/1250 WEBS 3-11=-298/385, 4-11=-239/436, 5-11=-235/254, 5-9=-229/481, 6-9=-273/366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-6-5, Exterior(2) 7-6-5 to 17-8-3, Interior(1) 17-8-3 to 22-5-4, Exterior(2) 22-5-4 to 25-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=529, 8=543. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss PB1 Truss Type GABLE Qty 16 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262731 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:12 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-BEgSGiNtzMjki2_H2Rn84vuiOLnARc49HxNDEDy6MAX Scale = 1:23.4 2 3 4 6 1 7 8 9 10 5 4x6 3x8 3x8 2x4 13-4-10 13-4-10 6-8-5 6-8-5 13-4-10 6-8-5 3-4-30-1-126.00 12 Plate Offsets (X,Y)-- [2:0-7-4,0-0-0], [4:0-7-4,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.38 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-4-10. (lb) - Max Horz 1=133(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-439(LC 15), 5=-392(LC 16), 2=-615(LC 10), 4=-615(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=391(LC 10), 5=391(LC 10), 2=756(LC 15), 4=728(LC 16), 6=392(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-276/296, 4-5=-276/186 WEBS 3-6=-248/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 3-8-5, Exterior(2) 3-8-5 to 9-8-5, Interior(1) 9-8-5 to 10-0-12, Exterior(2) 10-0-12 to 13-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 1=439, 5=392, 2=615, 4=615. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4, 6. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss PBG Truss Type GABLE Qty 2 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262732 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:13 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-fREqT1OVkgrbKCZTc8INd7R?OlALA3wIVb6mmfy6MAW Scale: 1/2"=1' 2 3 4 5 6 10 9 8 1 11 12 13 14 7 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 13-4-10 13-4-10 6-8-5 6-8-5 13-4-10 6-8-5 3-4-30-1-126.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.12 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-4-10. (lb) - Max Horz 1=-133(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-145(LC 15), 2=-220(LC 10), 6=-220(LC 10), 10=-182(LC 10), 8=-182(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=332(LC 15), 6=304(LC 16), 10=309(LC 15), 8=308(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-229/370, 5-8=-228/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 3-8-5, Exterior(2) 3-8-5 to 9-8-5, Interior(1) 9-8-5 to 10-0-12, Exterior(2) 10-0-12 to 13-0-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 1=145, 2=220, 6=220, 10=182, 8=182. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 6, 9, 10, 8. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT1 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262733 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:15 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-cpMaujQlGH5JZVjrkZLriYWM8YsBezIbzvbtrYy6MAU Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 3x4 3x4 3x4 3x4 3-0-0 20-7-1 20-7-1 10-3-9 10-3-9 20-7-1 10-3-9 0-0-47-8-100-0-49.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [3:0-0-0,0-0-0], [4:0-0-0,0-0-0], [5:0-0-0,0-0-0], [7:0-2-0,Edge], [8:0-2-1,0-1-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.10 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-7-1. (lb) - Max Horz 1=-360(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 19 except 14=-151(LC 10), 15=-151(LC 10), 16=-161(LC 10), 17=-149(LC 10), 24=-151(LC 10), 23=-151(LC 10), 21=-161(LC 10), 20=-149(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 13, 18, 14, 15, 16, 17, 24, 23, 21, 20 except 19=271(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-393/339, 2-3=-258/227, 11-12=-258/227, 12-13=-393/339 BOT CHORD 1-24=-292/348, 23-24=-292/348, 21-23=-292/348, 20-21=-292/348, 19-20=-292/348, 18-19=-292/348, 17-18=-292/348, 16-17=-292/348, 15-16=-292/348, 14-15=-292/348, 13-14=-292/348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 7-3-9, Exterior(2) 7-3-9 to 13-3-9, Interior(1) 13-3-9 to 17-1-13, Exterior(2) 17-1-13 to 20-1-13 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) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 19 except (jt=lb) 14=151, 15=151, 16=161, 17=149, 24=151, 23=151, 21=161, 20=149. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT2 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262734 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:22 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-u9HEM6V8cR_JvalCeXzUU0IVHNEhn7adaVokbey6MAN Scale = 1:42.2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 153x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-11-1 17-11-1 8-11-9 8-11-9 17-11-1 8-11-9 0-0-46-8-100-0-49.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.17 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-11-1. (lb) - Max Horz 1=-311(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-394(LC 10), 6=-394(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=366(LC 15), 9=567(LC 15), 6=567(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/256, 3-4=-265/256 WEBS 2-9=-587/492, 4-6=-587/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 5-11-9, Exterior(2) 5-11-9 to 11-11-9, Interior(1) 11-11-9 to 14-5-13, Exterior(2) 14-5-13 to 17-5-13 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=394, 6=394. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT3 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262735 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:28 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-jJeVdAavCHkTdVDL_o4ujHYXRoI3BqIVyQF3oHy6MAH Scale = 1:36.2 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-3-1 15-3-1 7-7-9 7-7-9 15-3-1 7-7-9 0-0-45-8-100-0-49.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.11 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-3-1. (lb) - Max Horz 1=-262(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-325(LC 10), 6=-325(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=255(LC 15), 8=437(LC 15), 6=437(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-495/443, 4-6=-495/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-4 to 3-7-9, Interior(1) 3-7-9 to 4-7-9, Exterior(2) 4-7-9 to 10-7-9, Interior(1) 10-7-9 to 11-7-9, Exterior(2) 11-7-9 to 14-9-13 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=325, 6=325. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT4 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262736 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:29 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-BWCtqWbXzasKFfnYYVb7GV5iRCe6wHPfB4_cLky6MAG Scale = 1:29.9 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-7-1 12-7-1 6-3-9 6-3-9 12-7-1 6-3-9 0-0-44-8-100-0-49.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.12 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-7-1. (lb) - Max Horz 1=214(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-320(LC 10), 6=-320(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=404(LC 15), 6=404(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-496/473, 4-6=-496/473 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=320, 6=320. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT5 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262737 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:29 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-BWCtqWbXzasKFfnYYVb7GV5dvCcowJefB4_cLky6MAG Scale = 1:24.8 1 2 3 42x4 4x6 2x4 2x4 9-11-1 9-11-1 4-11-9 4-11-9 9-11-1 4-11-9 0-0-43-8-100-0-49.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.60 0.21 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-11-1, 3=9-11-1, 4=9-11-1 Max Horz 1=-165(LC 8) Max Uplift 1=-149(LC 10), 3=-149(LC 10), 4=-84(LC 10) Max Grav 1=202(LC 1), 3=211(LC 16), 4=321(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-254/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=149, 3=149. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT6 Truss Type Valley Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262738 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:30 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-fimF2rbAku_BtpMk6D6MpietNb_efm8oPkk9tAy6MAF Scale = 1:18.9 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 7-3-1 7-2-12 3-7-9 3-7-9 7-3-1 3-7-9 0-0-42-8-100-0-49.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-2-6, 3=7-2-6, 4=7-2-6 Max Horz 1=-116(LC 8) Max Uplift 1=-105(LC 10), 3=-105(LC 10), 4=-59(LC 10) Max Grav 1=142(LC 1), 3=149(LC 16), 4=226(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=105, 3=105. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT7 Truss Type Valley Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262739 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:31 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-8uKeFBcoVC61UzxwgwdcLwA52?JsOD4yeOTjPcy6MAE Scale = 1:11.3 1 2 3 2x4 3x4 2x4 4-6-12 4-6-12 4-7-1 0-0-5 2-3-9 2-3-9 4-7-1 2-3-9 0-0-41-8-100-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-6-6, 3=4-6-6 Max Horz 1=-68(LC 8) Max Uplift 1=-78(LC 10), 3=-78(LC 10) Max Grav 1=149(LC 1), 3=149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT9 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262740 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:31 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-8uKeFBcoVC61UzxwgwdcLwA1S?JpOBsyeOTjPcy6MAE Scale = 1:41.0 1 2 3 4 5 9 8 7 6 10 11 12 13 143x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-4-11 17-4-11 8-8-6 8-8-6 17-4-11 8-8-5 0-0-46-6-40-0-49.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.17 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-4-11. (lb) - Max Horz 1=-301(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-379(LC 10), 6=-379(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=369(LC 15), 9=541(LC 15), 6=540(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-256/248, 3-4=-256/248 WEBS 2-9=-565/478, 4-6=-565/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 5-8-6, Exterior(2) 5-8-6 to 11-8-6, Interior(1) 11-8-6 to 13-11-7, Exterior(2) 13-11-7 to 16-11-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=379, 6=379. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT10 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262741 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:15 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-cpMaujQlGH5JZVjrkZLriYWJ4YszeywbzvbtrYy6MAU Scale = 1:35.0 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-8-11 14-8-11 7-4-6 7-4-6 14-8-11 7-4-5 0-0-45-6-40-0-49.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.11 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-8-11. (lb) - Max Horz 1=253(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-341(LC 10), 6=-341(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=439(LC 15), 6=439(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-526/475, 4-6=-526/475 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-4 to 3-4-6, Interior(1) 3-4-6 to 4-4-6, Exterior(2) 4-4-6 to 10-4-6, Interior(1) 10-4-6 to 11-3-7, Exterior(2) 11-3-7 to 14-3-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=341, 6=341. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT11 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262742 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:17 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-YCULJPR0ouL1pptEr_NJnzbfTMYI6sOuQD4zvQy6MAS Scale = 1:28.8 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-0-11 12-0-11 6-0-6 6-0-6 12-0-11 6-0-5 0-0-44-6-40-0-49.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.12 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-11. (lb) - Max Horz 1=-204(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-322(LC 10), 6=-322(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=405(LC 15), 6=404(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-499/478, 4-6=-499/478 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=322, 6=322. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT12 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262743 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:17 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-YCULJPR0ouL1pptEr_NJnzbb1MXL6ukuQD4zvQy6MAS Scale = 1:23.7 1 2 3 42x4 4x6 2x4 2x4 9-4-11 9-4-11 4-8-6 4-8-6 9-4-11 4-8-6 0-0-43-6-40-0-49.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.18 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-4-11, 3=9-4-11, 4=9-4-11 Max Horz 1=-155(LC 8) Max Uplift 1=-140(LC 10), 3=-140(LC 10), 4=-79(LC 10) Max Grav 1=190(LC 1), 3=199(LC 16), 4=302(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=140, 3=140. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT13 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262744 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:18 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-0O2jXlSeYCUuQzSQPiuYJA8r9mu4rLE1ftqXSty6MAR Scale = 1:17.9 1 2 3 4 2x4 4x6 2x4 2x4 6-8-11 6-8-11 3-4-5 3-4-5 6-8-11 3-4-5 0-0-42-6-40-0-49.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-8-11, 3=6-8-11, 4=6-8-11 Max Horz 1=-107(LC 8) Max Uplift 1=-96(LC 10), 3=-96(LC 10), 4=-54(LC 10) Max Grav 1=130(LC 1), 3=137(LC 16), 4=207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT14 Truss Type VALLEY Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262745 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:19 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-Ubc5k5TGJWck271dzPPnsOg2XADnao6BuXZ4_Jy6MAQ Scale = 1:10.3 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 4-0-11 4-0-6 2-0-6 2-0-6 4-0-11 2-0-5 0-0-41-6-40-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-1-4, 3=4-1-4 Max Horz 1=58(LC 9) Max Uplift 1=-67(LC 10), 3=-67(LC 10) Max Grav 1=127(LC 1), 3=127(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT15 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262746 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:19 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-Ubc5k5TGJWck271dzPPnsOg0wADsam1BuXZ4_Jy6MAQ Scale = 1:27.8 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-7-8 9-7-8 0-0-44-9-126.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.12 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-7-8. (lb) - Max Horz 1=268(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5 except 7=-244(LC 10), 6=-186(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 15), 6=292(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-413/178 WEBS 2-7=-294/449, 3-6=-226/387 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-2-13, Exterior(2) 5-2-13 to 9-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=244, 6=186. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT16 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262747 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:20 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-yn9TxRUu4pkbgHbpW6w0PbDA7ZZ5JDmK6BJeWly6MAP Scale = 1:21.9 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 7-7-8 7-7-8 0-0-43-9-126.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.12 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-7-8, 4=7-7-8, 5=7-7-8 Max Horz 1=208(LC 10) Max Uplift 4=-76(LC 10), 5=-245(LC 10) Max Grav 1=100(LC 1), 4=118(LC 15), 5=382(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-353/144 WEBS 2-5=-299/560 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=245. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT17 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262748 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-Qzjs9mUWr7sSHQA?4qSFxpmMezvn2gNULr2B3By6MAO Scale = 1:16.9 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 5-7-8 5-7-8 0-0-42-9-126.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-8, 4=5-7-8, 5=5-7-8 Max Horz 1=147(LC 10) Max Uplift 1=-5(LC 10), 4=-2(LC 10), 5=-197(LC 10) Max Grav 1=110(LC 1), 4=3(LC 15), 5=308(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-254/483 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=197. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT18 Truss Type Valley Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262749 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-Qzjs9mUWr7sSHQA?4qSFxpmMQzvi2icULr2B3By6MAO Scale = 1:11.9 1 2 3 2x4 2x4 2x4 3-7-8 3-7-8 0-0-41-9-126.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-0, 3=3-7-0 Max Horz 1=87(LC 10) Max Uplift 1=-38(LC 10), 3=-82(LC 10) Max Grav 1=116(LC 15), 3=127(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT19 Truss Type Valley Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262750 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:22 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-u9HEM6V8cR_JvalCeXzUU0IalNGGn9sdaVokbey6MAN Scale = 1:6.8 1 2 3 2x4 4x6 1-7-8 1-7-8 0-0-40-9-126.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-14], [2:Edge,0-1-13], [3:0-1-12,0-0-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-7-0, 3=1-7-0 Max Horz 1=26(LC 10) Max Uplift 1=-11(LC 10), 3=-25(LC 10) Max Grav 1=35(LC 15), 3=38(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT20 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262751 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:23 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-NMrcaSWmNk6AXkKOCFUj0Erh5nboWa6mo9XI74y6MAM Scale = 1:29.1 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-0-0 10-0-0 0-0-45-0-06.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.12 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-0-0. (lb) - Max Horz 1=280(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5 except 7=-244(LC 10), 6=-190(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 15), 6=298(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-423/184 WEBS 2-7=-294/431, 3-6=-231/383 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-7-5, Exterior(2) 5-7-5 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=244, 6=190. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT21 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262752 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:24 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-rYP_noXP82E19uvaly?yZROrcBwoF1dw1pHrfWy6MAL Scale = 1:22.9 1 2 3 5 42x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 0-0-44-0-06.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.13 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=219(LC 10) Max Uplift 4=-86(LC 10), 5=-260(LC 10) Max Grav 1=96(LC 1), 4=134(LC 15), 5=404(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-375/152 WEBS 2-5=-314/585 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=260. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT22 Truss Type GABLE Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262753 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:24 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-rYP_noXP82E19uvaly?yZROsvBxUF15w1pHrfWy6MAL Scale = 1:17.8 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 6-0-0 6-0-0 0-0-43-0-06.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.09 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=158(LC 10) Max Uplift 4=-21(LC 10), 5=-200(LC 10) Max Grav 1=110(LC 1), 4=32(LC 15), 5=312(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/110 WEBS 2-5=-256/486 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=200. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT23 Truss Type Valley Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262754 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:25 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-JkzM?8Y1vMMum2UmJgWB6fw?CaGC_Wb3GT0PCzy6MAK Scale = 1:12.8 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-0-06.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-8, 3=3-11-8 Max Horz 1=98(LC 10) Max Uplift 1=-43(LC 10), 3=-93(LC 10) Max Grav 1=131(LC 15), 3=144(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 23,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2400702 Truss VT24 Truss Type Valley Qty 1 Ply 1 COLE CONSTRUCTION PRESTRIDGE RESIDENCE Job Reference (optional) T22262755 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Dec 22 16:36:27 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:hLFUJuXh6BcNqCTPBpvfYWytZ_D-F747PqZHRzcc0Le9R5YfB40QAOzKSP5MjmVVGry6MAI Scale = 1:7.8 1 2 3 2x4 5x6 2-0-0 2-0-0 0-0-41-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-0-0], [2:0-8-9,0-1-4], [3:0-1-9,0-0-13] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-8, 3=1-11-8 Max Horz 1=37(LC 10) Max Uplift 1=-16(LC 10), 3=-35(LC 10) Max Grav 1=50(LC 15), 3=55(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 23,2020 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