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HomeMy WebLinkAboutTRUSSCUT6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: GROZA-DONGHIA - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 17 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: GROZA BLDRS Project Name: DONGHIA Model: . Subdivision: . Address: 509 N. 43ST, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: October 16,2020 Finn, Walter 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: Finn, Walter 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 T21600705 A1 Date 10/16/202T21600706A210/16/203T21600707A310/16/204T21600708A410/16/205T21600709A510/16/206T21600710A610/16/207T21600711A710/16/208T21600712A810/16/209T21600713A910/16/2010T21600714A1010/16/2011T21600715CJ110/16/2012T21600716CJ210/16/2013T21600717CJ310/16/2014T21600718CJ410/16/2015T21600719CJ510/16/2016T21600720EJ710/16/2017T21600721HJ710/16/20 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 GROZA-DONGHIA Truss A1 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T21600705 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:13 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-0KRiDBp70el?Fy5hwRyXXk4uYIppzZsWcDPxjgyT6D4 Scale = 1:54.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 4x6 5x6 WB 4x12 4x12 3x8 3x4 2x4 3x8 3x4 2x4 2x4 5x6 WB 4x6 5-7-0 5-7-0 10-6-4 4-11-4 18-9-12 8-3-8 23-9-0 4-11-4 29-4-0 5-7-0 -2-0-0 2-0-0 5-7-0 5-7-0 10-6-4 4-11-4 12-2-14 1-8-10 12-7-13 0-4-14 14-8-0 2-0-3 16-8-3 2-0-3 17-1-2 0-4-14 18-9-12 1-8-10 23-9-0 4-11-4 29-4-0 5-7-0 30-4-0 1-0-0 0-4-16-5-60-4-15.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [9:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.85 0.92 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.65 0.10 0.28 (loc) 14-15 14-15 10 14-15 l/defl >993 >526 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6,6-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 13-16: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-7,8-14,4-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=317(LC 11) Max Uplift 2=-730(LC 12), 10=-635(LC 12) Max Grav 2=1772(LC 18), 10=1695(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3372/1348, 3-4=-2826/1123, 4-5=-2416/1094, 5-6=-170/704, 6-7=-165/705, 7-8=-2412/1120, 8-9=-2823/1164, 9-10=-3431/1402 BOT CHORD 2-17=-1104/3230, 15-17=-1106/3229, 14-15=-722/2573, 12-14=-1141/3060, 10-12=-1141/3062 WEBS 5-18=-3227/1378, 7-18=-3227/1378, 8-14=-148/779, 9-14=-787/472, 4-15=-110/775, 3-15=-726/425 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 14-8-0, Exterior(2) 14-8-0 to 20-8-0, Interior(1) 20-8-0 to 30-4-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-18, 7-18 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=730, 10=635. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 16,2020 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 GROZA-DONGHIA Truss A2 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T21600706 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:16 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-Ru7rrDr0JZ7Z6QqGbZWE9NiPaWqTAveyIBebK?yT6D1 Scale = 1:57.9 1 2 3 4 5 6 8 9 10 11 12 13 7 19 18 17 16 15 14 20 21 22 5x6 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 5x6 4x6 5x6 WB 4x12 4x12 3x8 3x4 2x4 3x8 3x4 2x4 2x4 2x4 5x6 WB 4x6 5-7-0 5-7-0 10-6-4 4-11-4 18-9-12 8-3-8 23-9-0 4-11-4 29-4-0 5-7-0 -2-0-0 2-0-0 5-7-0 5-7-0 10-6-4 4-11-4 12-2-14 1-8-10 12-7-13 0-4-14 14-0-1 1-4-4 14-8-0 0-7-15 15-3-15 0-7-15 16-8-3 1-4-4 17-1-2 0-4-14 18-9-12 1-8-10 23-9-0 4-11-4 29-4-0 5-7-0 30-4-0 1-0-0 0-4-16-2-10-4-16-2-15.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.86 0.92 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.64 0.10 0.28 (loc) 16-17 16-17 12 16 l/defl >999 >537 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6,8-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 15-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-9,10-16,4-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=304(LC 11) Max Uplift 2=-730(LC 12), 12=-635(LC 12) Max Grav 2=1774(LC 18), 12=1697(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3373/1508, 3-4=-2827/1206, 4-5=-2419/1173, 5-6=-266/894, 8-9=-258/895, 9-10=-2414/1194, 10-11=-2824/1247, 11-12=-3432/1517, 6-7=-292/988, 7-8=-292/988 BOT CHORD 2-19=-1277/3221, 17-19=-1278/3220, 16-17=-800/2576, 14-16=-1288/3061, 12-14=-1289/3063 WEBS 5-20=-3465/1569, 9-20=-3465/1569, 10-16=-170/774, 11-16=-773/578, 4-17=-132/770, 3-17=-712/530 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 14-0-1, Exterior(2) 14-0-1 to 23-7-14, Interior(1) 23-7-14 to 30-4-0 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. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 9-10, 5-20, 9-20 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=730, 12=635. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 16,2020 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 GROZA-DONGHIA Truss A3 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T21600707 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:17 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-v5hD3Zse4tFQkaPS9H1ThaFZYvAFvIS6XrN8sRyT6D0 Scale = 1:58.5 1 2 3 4 5 6 7 9 10 11 12 13 14 15 8 21 20 19 18 17 16 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 3x6 4x6 5x6 WB 4x12 4x12 3x6 3x4 3x4 2x4 3x6 3x4 3x4 2x4 2x4 2x4 5x6 WB 4x6 5-7-0 5-7-0 10-6-4 4-11-4 18-9-12 8-3-8 23-9-0 4-11-4 29-4-0 5-7-0 -2-0-0 2-0-0 5-7-0 5-7-0 10-6-4 4-11-4 11-10-3 1-3-15 12-2-14 0-4-11 13-0-1 0-9-2 14-8-0 1-7-15 16-3-15 1-7-15 17-1-2 0-9-2 17-5-13 0-4-11 18-9-12 1-3-15 23-9-0 4-11-4 29-4-0 5-7-0 30-4-0 1-0-0 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [9:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.91 0.95 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.50 0.10 0.24 (loc) 18-19 18-19 14 18 l/defl >999 >695 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-7,9-13: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 17-20: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-10,11-18,5-19: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS. (size)2=0-8-0, 14=0-8-0 Max Horz 2=285(LC 11) Max Uplift 2=-730(LC 12), 14=-635(LC 12) Max Grav 2=1775(LC 18), 14=1698(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3345/1567, 4-5=-2875/1258, 5-6=-2478/1234, 6-7=-26/366, 9-10=-26/366, 10-11=-2473/1245, 11-12=-2871/1297, 12-14=-3404/1577, 7-8=0/433, 8-9=0/433 BOT CHORD 2-21=-1326/3175, 19-21=-1326/3177, 18-19=-857/2642, 16-18=-1338/3032, 14-16=-1338/3031 WEBS 6-22=-2921/1289, 10-22=-2921/1289, 11-18=-155/738, 12-18=-651/566, 5-19=-121/735, 4-19=-610/516 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 13-0-1, Exterior(2) 13-0-1 to 24-9-12, Interior(1) 24-9-12 to 30-4-0 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. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 10-11, 6-22, 10-22 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 18-19 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=730, 14=635. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 16,2020 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 GROZA-DONGHIA Truss A4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21600708 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:18 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-NHFbGvtGrBOHMj_fj_YiEoonsJYZeqYFmV7iOtyT6D? Scale = 1:54.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 4x6 4x6 3x4 2x4 3x4 3x4 3x4 2x4 4x6 6-3-14 6-3-14 12-0-0 5-8-2 17-4-0 5-4-0 23-0-2 5-8-2 29-4-0 6-3-14 -2-0-0 2-0-0 6-3-14 6-3-14 12-0-0 5-8-2 17-4-0 5-4-0 23-0-2 5-8-2 29-4-0 6-3-14 30-4-0 1-0-0 0-4-15-4-10-4-15-4-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.75 0.82 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.48 0.10 -0.37 (loc) 9-10 9-10 7 12-13 l/defl >999 >712 n/a >939 L/d 360 240 n/a 240 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=265(LC 11) Max Uplift 2=-780(LC 12), 7=-685(LC 12) Max Grav 2=1519(LC 17), 7=1442(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2725/1736, 3-4=-2025/1351, 4-5=-1805/1332, 5-6=-2018/1374, 6-7=-2774/1740 BOT CHORD 2-13=-1475/2587, 12-13=-1475/2587, 10-12=-909/1888, 9-10=-1477/2447, 7-9=-1477/2447 WEBS 3-12=-782/628, 4-12=-156/433, 5-10=-185/434, 6-10=-829/668, 6-9=0/257 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 12-0-0, Exterior(2) 12-0-0 to 25-9-13, Interior(1) 25-9-13 to 30-4-0 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 100 lb uplift at joint(s) except (jt=lb) 2=780, 7=685. October 16,2020 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 GROZA-DONGHIA Truss A5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21600709 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:19 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-rTozTEuucUW8ztZrGi3xm?KvmjwjNKKO_9sFxKyT6D_ Scale = 1:53.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 4x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 4x6 5-9-14 5-9-14 11-0-0 5-2-2 18-4-0 7-4-0 23-6-2 5-2-2 29-4-0 5-9-14 -1-0-0 1-0-0 5-9-14 5-9-14 11-0-0 5-2-2 18-4-0 7-4-0 23-6-2 5-2-2 29-4-0 5-9-14 30-4-0 1-0-0 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.93 0.69 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.31 0.11 0.17 (loc) 10-12 10-12 7 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 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 or 4-7-9 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=232(LC 11) Max Uplift 2=-691(LC 12), 7=-691(LC 12) Max Grav 2=1383(LC 1), 7=1383(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2678/1806, 3-4=-2124/1488, 4-5=-1907/1459, 5-6=-2124/1488, 6-7=-2678/1806 BOT CHORD 2-13=-1541/2447, 12-13=-1541/2447, 10-12=-1063/1906, 9-10=-1536/2376, 7-9=-1536/2376 WEBS 3-12=-638/532, 4-12=-159/432, 5-10=-153/432, 6-10=-638/532 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 26-9-13, Interior(1) 26-9-13 to 30-4-0 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=691, 7=691. October 16,2020 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 GROZA-DONGHIA Truss A6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21600710 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:20 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-JgMMhavWNoe?b181qPaAJDt4b7G_6naYDpcpSmyT6Cz Scale = 1:54.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 4x6 5-9-14 5-9-14 11-0-0 5-2-2 18-4-0 7-4-0 23-6-2 5-2-2 29-4-0 5-9-14 -2-0-0 2-0-0 5-9-14 5-9-14 11-0-0 5-2-2 18-4-0 7-4-0 23-6-2 5-2-2 29-4-0 5-9-14 30-4-0 1-0-0 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-5-12,0-2-8], [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.92 0.69 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.30 0.10 0.16 (loc) 12 10-12 7 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 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 or 4-8-4 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=246(LC 11) Max Uplift 2=-780(LC 12), 7=-685(LC 12) Max Grav 2=1458(LC 1), 7=1379(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2623/1769, 3-4=-2105/1475, 4-5=-1896/1426, 5-6=-2113/1452, 6-7=-2667/1773 BOT CHORD 2-13=-1503/2391, 12-13=-1503/2391, 10-12=-1052/1890, 9-10=-1505/2366, 7-9=-1505/2366 WEBS 3-12=-593/502, 4-12=-150/426, 5-10=-150/430, 6-10=-639/535 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 11-0-0, Exterior(2) 11-0-0 to 26-9-13, Interior(1) 26-9-13 to 30-4-0 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=780, 7=685. October 16,2020 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 GROZA-DONGHIA Truss A7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21600711 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-JgMMhavWNoe?b181qPaAJDt9N7Cj6olYDpcpSlyT6Cz Scale = 1:53.1 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x8 3x6 3x4 2x4 3x8 2x4 3x4 2x4 3x8 9-0-0 9-0-0 14-8-0 5-8-0 20-4-0 5-8-0 29-4-0 9-0-0 -1-0-0 1-0-0 4-9-14 4-9-14 9-0-0 4-2-2 14-8-0 5-8-0 20-4-0 5-8-0 24-6-2 4-2-2 29-4-0 4-9-14 30-4-0 1-0-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [8:0-4-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.62 0.90 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.39 0.11 0.21 (loc) 2-13 2-13 8 12 l/defl >999 >876 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 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 3-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-1 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-194(LC 10) Max Uplift 2=-691(LC 12), 8=-691(LC 12) Max Grav 2=1383(LC 1), 8=1383(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2641/1863, 3-4=-2319/1568, 4-5=-2480/1784, 5-6=-2480/1784, 6-7=-2319/1568, 7-8=-2641/1863 BOT CHORD 2-13=-1588/2405, 12-13=-1173/2095, 10-12=-1165/2095, 8-10=-1580/2366 WEBS 3-13=-397/457, 4-13=-110/389, 4-12=-404/562, 5-12=-447/444, 6-12=-404/562, 6-10=-110/389, 7-10=-398/458 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 20-4-0, Exterior(2) 20-4-0 to 29-0-0, Interior(1) 29-0-0 to 30-4-0 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=691, 8=691. October 16,2020 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 GROZA-DONGHIA Truss A8 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21600712 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-nswkuwv886msDBiDO75PsQQHEXYzrFXhSTLM_CyT6Cy Scale = 1:54.4 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 3x4 2x4 3x8 2x4 3x4 2x4 4x6 9-0-0 9-0-0 14-8-0 5-8-0 20-4-0 5-8-0 29-4-0 9-0-0 -2-0-0 2-0-0 4-9-14 4-9-14 9-0-0 4-2-2 14-8-0 5-8-0 20-4-0 5-8-0 24-6-2 4-2-2 29-4-0 4-9-14 30-4-0 1-0-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.80 0.90 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.39 0.10 0.20 (loc) 2-13 8-10 8 12-13 l/defl >999 >877 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 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 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=207(LC 11) Max Uplift 2=-780(LC 12), 8=-685(LC 12) Max Grav 2=1458(LC 1), 8=1379(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2601/1826, 3-4=-2289/1547, 4-5=-2464/1773, 5-6=-2464/1773, 6-7=-2308/1533, 7-8=-2630/1829 BOT CHORD 2-13=-1549/2346, 12-13=-1155/2068, 10-12=-1132/2084, 8-10=-1549/2356 WEBS 3-13=-362/434, 4-13=-94/379, 4-12=-440/568, 5-12=-447/443, 6-12=-399/555, 6-10=-109/389, 7-10=-398/460 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 20-4-0, Exterior(2) 20-4-0 to 29-0-0, Interior(1) 29-0-0 to 30-4-0 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=780, 8=685. October 16,2020 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 GROZA-DONGHIA Truss A9 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T21600713 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:23 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-kF2UJcxPgj0aSVscVX8txrVczKKQJ?T_vnqT35yT6Cw Scale = 1:53.1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 19 20 21 22 23 24 25 26 6x12 MT20HS ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS 5x8 5x6 2x4 10x16 MT20HS 3x8 5x6 2x4 5x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 14-8-0 7-8-0 22-4-0 7-8-0 29-4-0 7-0-0 -1-0-0 1-0-0 3-9-14 3-9-14 7-0-0 3-2-2 14-8-0 7-8-0 22-4-0 7-8-0 25-6-2 3-2-2 29-4-0 3-9-14 30-4-0 1-0-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-7-12,0-2-0], [6:0-7-12,0-2-0], [8:0-4-0,Edge], [10:0-3-0,0-3-8], [12:0-3-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.85 0.45 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.66 0.12 0.49 (loc) 11 11 8 11 l/defl >999 >517 n/a >699 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 174 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-11 oc bracing. WEBS 1 Row at midpt 4-11, 6-11 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-153(LC 23) Max Uplift 2=-1606(LC 8), 8=-1606(LC 8) Max Grav 2=2924(LC 29), 8=2924(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6470/3446, 3-4=-6439/3453, 4-5=-8264/4385, 5-6=-8264/4385, 6-7=-6441/3453, 7-8=-6471/3446 BOT CHORD 2-12=-3043/5951, 11-12=-3015/5984, 10-11=-3015/5870, 8-10=-3043/5838 WEBS 3-12=-403/504, 4-12=-355/860, 4-11=-1231/2642, 5-11=-1337/1049, 6-11=-1231/2643, 6-10=-355/861, 7-10=-404/504 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1606, 8=1606. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 645 lb down and 489 lb up at 7-0-0, and 645 lb down and 489 lb up at 22-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-9=-70, 2-8=-20 Continued on page 2 October 16,2020 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 GROZA-DONGHIA Truss A9 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T21600713 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:23 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-kF2UJcxPgj0aSVscVX8txrVczKKQJ?T_vnqT35yT6Cw LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-134(F) 6=-134(F) 12=-645(F) 11=-63(F) 5=-134(F) 10=-645(F) 13=-134(F) 14=-134(F) 15=-134(F) 18=-134(F) 19=-134(F) 20=-134(F) 21=-63(F) 22=-63(F) 23=-63(F) 24=-63(F) 25=-63(F) 26=-63(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 GROZA-DONGHIA Truss A10 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T21600714 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:14 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-VW?5QXqlnytst6gtU8Tm3yd4eiHTiwIfrt9UF6yT6D3 Scale = 1:54.4 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 19 20 21 22 23 24 25 6x12 MT20HS ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS 5x8 5x6 2x4 10x16 MT20HS 3x8 5x6 2x4 5x8 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7-0-0 7-0-0 14-8-0 7-8-0 22-4-0 7-8-0 29-4-0 7-0-0 -2-0-0 2-0-0 3-9-14 3-9-14 7-0-0 3-2-2 14-8-0 7-8-0 22-4-0 7-8-0 25-6-2 3-2-2 29-4-0 3-9-14 30-4-0 1-0-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [4:0-7-12,0-2-0], [6:0-7-12,0-2-0], [8:0-4-0,Edge], [10:0-3-0,0-3-8], [12:0-3-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.82 0.44 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.65 0.12 0.47 (loc) 11 11 8 11 l/defl >999 >530 n/a >728 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 176 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. WEBS 1 Row at midpt 4-11, 6-11 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=167(LC 7) Max Uplift 2=-1610(LC 8), 8=-1515(LC 8) Max Grav 2=2934(LC 29), 8=2857(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6256/3162, 3-4=-6231/3174, 4-5=-8122/4159, 5-6=-8122/4159, 6-7=-6275/3223, 7-8=-6312/3225 BOT CHORD 2-12=-2778/5752, 11-12=-2766/5798, 10-11=-2807/5721, 8-10=-2842/5692 WEBS 3-12=-394/494, 4-12=-216/751, 4-11=-1256/2632, 5-11=-1336/1047, 6-11=-1212/2613, 6-10=-243/775, 7-10=-405/517 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1610, 8=1515. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385 lb down and 355 lb up at 7-0-0, and 385 lb down and 355 lb up at 22-4-0 on top chord, and 547 lb down and 366 lb up at 7-0-0, and 547 lb down and 366 lb up at 22-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-9=-70, 2-8=-20 Continued on page 2 October 16,2020 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 GROZA-DONGHIA Truss A10 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T21600714 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:15 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-ziZTetrOYG?iUGF41s_?c9AFO6diRNYp3Xu2oYyT6D2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-167(B) 6=-167(B) 12=-542(B) 11=-63(B) 5=-134(B) 10=-542(B) 13=-134(B) 14=-134(B) 15=-134(B) 17=-134(B) 18=-134(B) 19=-134(B) 20=-63(B) 21=-63(B) 22=-63(B) 23=-63(B) 24=-63(B) 25=-63(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 GROZA-DONGHIA Truss CJ1 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T21600715 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:23 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-kF2UJcxPgj0aSVscVX8txrVoGKRNJEl_vnqT35yT6Cw Scale = 1:6.5 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-10-9-10-4-100-9-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.13 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-11(LC 1), 2=-159(LC 12) Max Grav 3=29(LC 12), 2=163(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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) 2=159. October 16,2020 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 GROZA-DONGHIA Truss CJ2 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T21600716 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:24 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-CRcsXyy1R18R4eRo3Ff6T32qbkmZ2h?88Ra0bXyT6Cv Scale = 1:12.4 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.67 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=150(LC 12) Max Uplift 3=-30(LC 9), 2=-325(LC 12) Max Grav 3=34(LC 17), 2=362(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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) 2=325. October 16,2020 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 GROZA-DONGHIA Truss CJ3 Truss Type Corner Jack Qty 7 Ply 1 Job Reference (optional) T21600717 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:25 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-gdAFkIyfBKGIho0?dyAL0Ga6l86on8EHN4Ja7zyT6Cu Scale = 1:10.8 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=112(LC 12) Max Uplift 3=-53(LC 12), 2=-175(LC 12) Max Grav 3=84(LC 17), 2=241(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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) 2=175. October 16,2020 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 GROZA-DONGHIA Truss CJ4 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T21600718 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:25 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-gdAFkIyfBKGIho0?dyAL0Ga_L83vn8EHN4Ja7zyT6Cu Scale = 1:16.4 1 2 5 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.67 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=201(LC 12) Max Uplift 3=-90(LC 12), 2=-312(LC 12) Max Grav 3=148(LC 17), 2=425(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 2=312. October 16,2020 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 GROZA-DONGHIA Truss CJ5 Truss Type Corner Jack Qty 7 Ply 1 Job Reference (optional) T21600719 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:26 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-8qkdxezHyeO9JybBBghaZU7AGYP8WaUQbk37fQyT6Ct Scale = 1:15.8 1 2 3 4 3x6 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-12-5-12-0-102-5-15.00 12 Plate Offsets (X,Y)-- [2:0-6-6,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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 0.59 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=162(LC 12) Max Uplift 3=-128(LC 12), 2=-192(LC 12) Max Grav 3=177(LC 17), 2=326(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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) 3=128, 2=192. October 16,2020 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 GROZA-DONGHIA Truss EJ7 Truss Type Jack-Open Qty 18 Ply 1 Job Reference (optional) T21600720 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:26 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-8qkdxezHyeO9JybBBghaZU740YJSWaUQbk37fQyT6Ct Scale = 1:21.1 1 2 5 3 43x8 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.99 0.69 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.21 -0.00 0.15 (loc) 2-4 2-4 3 2-4 l/defl >970 >382 n/a >523 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=213(LC 12) Max Uplift 3=-169(LC 12), 2=-217(LC 12) Max Grav 3=241(LC 17), 2=418(LC 17), 4=127(LC 3) 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=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=169, 2=217. October 16,2020 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 GROZA-DONGHIA Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T21600721 8.420 s Aug 25 2020 MiTek Industries, Inc. Thu Oct 15 16:57:27 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:AoqSCfVR9OVAJac8htWRmrzt0XU-c0H?9__vjyW0x6ANkNCp5hgP3xbnFuhaqOogCsyT6Cs Scale = 1:21.2 1 2 3 7 6 5 4 8 9 10 3x4 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED 5-2-9 5-2-9 9-10-1 4-7-8 -1-5-0 1-5-0 5-2-9 5-2-9 9-10-1 4-7-8 0-4-13-2-132-10-123-2-133.54 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 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-SH 0.33 0.94 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.12 0.02 (loc) 6-7 6-7 6 l/defl >999 >910 n/a L/d 240 240 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=212(LC 24) Max Uplift 4=-104(LC 8), 2=-517(LC 8), 6=-350(LC 8) Max Grav 4=133(LC 28), 2=688(LC 28), 6=552(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1282/742 BOT CHORD 2-7=-828/1203, 6-7=-828/1203 WEBS 3-7=-280/433, 3-6=-1274/877 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=104, 2=517, 6=350. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=66(F=33, B=33) 9=-78(F=-39, B=-39) 10=-274(F=-137, B=-137) October 16,2020 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