Loading...
HomeMy WebLinkAboutT22449362.J40926A.pdf6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J40926A - Reed Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 46.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 29 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: 43 Customer Info: AJT Const. Consulting Project Name: Reed Model: SFR Subdivision: NA Address: 4848 Watersong Way, . State: FLCity: Ft Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: January 14,2021 ORegan, Philip The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: ORegan, Philip 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 T22449362 A01 Date 1/14/212T22449363A021/14/213T22449364A031/14/214T22449365A041/14/215T22449366A051/14/216T22449367A06G1/14/217T22449368B011/14/218T22449369B021/14/219T22449370B03G1/14/2110T22449371D011/14/2111T22449372D021/14/2112T22449373D03G1/14/2113T22449374E011/14/2114T22449375E02G1/14/2115T22449376F01G1/14/2116T22449377MV21/14/2117T22449378MV41/14/2118T22449379V7GE1/14/2119T22449380ZCJ11/14/2120T22449381ZCJ31/14/2121T22449382ZCJ51/14/2122T22449383ZEJ41/14/21 No.Seal#Truss Name 23 T22449384 ZEJ5 Date 1/14/2124T22449385ZEJ71/14/2125T22449386ZEJ7S1/14/2126T22449387ZHJ41/14/2127T22449388ZHJ51/14/2128T22449389ZHJ71/14/2129T22449390ZMG71/14/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss A01 Truss Type ATTIC Qty 13 Ply 1 Reed Job Reference (optional) T22449362 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:00 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-RYjU?FAqypllKfFj0QkKWLlT58g8J924Ew319Vzvl4n Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 3x4 4x6 4x6 3x4 6x6 2x4 3x4 4x6 2x4 3x4 4x6 2x4 2x4 5x5 1x4 6x6 2x4 6x6 2x4 6x6 2-0-0 2-0-0 2-4-0 0-4-0 10-10-4 8-6-4 21-1-12 10-3-8 29-8-0 8-6-4 30-0-0 0-4-0 32-0-0 2-0-0 5-9-10 5-9-10 10-10-4 5-0-10 11-7-1 0-8-13 12-6-0 0-10-15 16-0-0 3-6-0 19-6-0 3-6-0 20-4-15 0-10-15 21-1-12 0-8-13 26-2-6 5-0-10 32-0-0 5-9-10 0-6-109-10-100-6-107.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-4-8], [19:0-3-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.54 0.61 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.39 -0.44 0.03 -0.20 (loc) 17-19 17-19 14 16-17 l/defl >834 >750 n/a 610 L/d 240 180 n/a 360 PLATES MT20 Weight: 229 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 15-18: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 2-19,12-14: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 20 REACTIONS. (size)19=0-8-0, 14=0-8-0 Max Horz 19=-560(LC 6) Max Uplift 19=-1150(LC 8), 14=-998(LC 8) Max Grav 19=1634(LC 14), 14=1634(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1813/1036, 5-6=-1456/1079, 6-7=-253/249, 7-8=-253/246, 8-9=-1456/1076, 9-11=-1813/1041, 12-13=-250/212 BOT CHORD 17-19=-569/1719, 16-17=-404/1624, 14-16=-607/1301 WEBS 9-16=0/497, 11-16=-331/485, 5-17=0/497, 3-17=-327/482, 6-20=-1399/1011, 8-20=-1399/1011, 3-19=-1843/1099, 2-19=-315/349, 11-14=-1843/1014, 12-14=-320/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) Bottom chord live load (30.0 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) 19=1150, 14=998. 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) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss A02 Truss Type Hip Qty 2 Ply 1 Reed Job Reference (optional) T22449363 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:00 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-RYjU?FAqypllKfFj0QkKWLlWt8lLJDh4Ew319Vzvl4n Scale = 1:58.4 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 25 26 3x4 4x6 5x5 5x5 4x6 3x4 4x6 3x6 4x4 3x4 3x4 3x6 4x4 3x8 3x6 3x8 3x6 4x6 2-0-0 2-0-0 2-4-0 0-4-0 7-10-8 5-6-8 15-0-0 7-1-8 17-0-0 2-0-0 24-1-8 7-1-8 29-8-0 5-6-8 30-0-0 0-4-0 32-0-0 2-0-0 7-10-8 7-10-8 15-0-0 7-1-8 17-0-0 2-0-0 24-1-8 7-1-8 32-0-0 7-10-8 0-6-109-3-100-6-109-3-107.00 12 Plate Offsets (X,Y)-- [5:0-2-8,0-2-12], [6:0-2-8,0-2-12], [11:0-4-8,0-1-8], [18:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.37 0.28 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.11 0.02 (loc) 12-14 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-18,9-11: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 7-14 REACTIONS. (size)18=0-8-0, 11=0-8-0 Max Horz 18=-527(LC 6) Max Uplift 18=-1181(LC 8), 11=-1029(LC 8) Max Grav 18=1472(LC 1), 11=1472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1483/1061, 4-5=-1254/1080, 5-6=-968/1096, 6-7=-1254/1081, 7-9=-1483/1086 BOT CHORD 17-18=-448/566, 15-17=-630/1509, 14-15=-264/1074, 12-14=-653/1201 WEBS 4-17=-197/303, 4-15=-520/438, 5-15=-195/305, 6-14=-200/305, 7-14=-521/466, 7-12=-197/279, 2-17=-771/1218, 2-18=-1319/1116, 9-12=-699/1218, 9-11=-1319/1035 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=1181, 11=1029. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss A03 Truss Type Hip Qty 2 Ply 1 Reed Job Reference (optional) T22449364 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:01 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-wkHsCbBSj7tcypqvZ8FZ3ZIiPX2M2aBDSaoahyzvl4m Scale = 1:53.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 21 22 23 3x4 5x8 5x5 3x4 4x6 3x4 4x6 3x8 4x6 6x6 2x4 6x6 2x4 4x6 2-0-0 2-0-0 2-4-0 0-4-0 13-0-0 10-8-0 19-0-0 6-0-0 29-8-0 10-8-0 30-0-0 0-4-0 32-0-0 2-0-0 6-10-8 6-10-8 13-0-0 6-1-8 19-0-0 6-0-0 25-1-8 6-1-8 32-0-0 6-10-8 0-6-108-1-100-6-108-1-107.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-12], [5:0-2-8,0-2-12], [9:0-3-0,0-4-8], [14:0-3-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.32 0.49 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 0.03 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-14,7-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-11 REACTIONS. (size)14=0-8-0, 9=0-8-0 Max Horz 14=-457(LC 6) Max Uplift 14=-1181(LC 8), 9=-1029(LC 8) Max Grav 14=1634(LC 13), 9=1630(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-300/0, 2-3=-370/91, 3-4=-1498/1096, 4-5=-1248/1098, 5-6=-1493/1102, 6-7=-368/162, 7-8=-299/0 BOT CHORD 12-14=-646/1571, 11-12=-372/1423, 9-11=-674/1225 WEBS 3-12=-241/324, 4-12=-68/401, 4-11=-261/264, 5-11=-79/369, 6-11=-243/352, 3-14=-1383/1157, 2-14=-293/477, 6-9=-1377/1069, 7-9=-290/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1181, 9=1029. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss A04 Truss Type Hip Qty 1 Ply 1 Reed Job Reference (optional) T22449365 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:02 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-OxrEPxC4UQ?TayO57rmobmqphxPSn5ZNhEY8EOzvl4l Scale = 1:53.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 21 22 23 3x4 5x8 5x5 3x4 4x6 3x4 4x6 3x8 4x6 6x6 2x4 6x6 2x4 4x6 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 21-0-0 10-0-0 29-8-0 8-8-0 30-0-0 0-4-0 32-0-0 2-0-0 5-10-8 5-10-8 11-0-0 5-1-8 21-0-0 10-0-0 26-1-8 5-1-8 32-0-0 5-10-8 0-6-106-11-100-6-106-11-107.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-12], [5:0-3-0,0-3-0], [9:0-3-0,0-4-8], [14:0-3-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.54 0.43 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 0.03 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-14,7-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-11 REACTIONS. (size)14=0-8-0, 9=0-8-0 Max Horz 14=-387(LC 6) Max Uplift 14=-1181(LC 8), 9=-1029(LC 8) Max Grav 14=1649(LC 13), 9=1637(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1646/1118, 4-5=-1393/1122, 5-6=-1625/1128 BOT CHORD 12-14=-570/1447, 11-12=-503/1554, 9-11=-605/1146 WEBS 3-12=-141/375, 4-12=0/329, 5-11=0/297, 6-11=-141/372, 3-14=-1504/1078, 2-14=-337/433, 6-9=-1486/997, 7-9=-330/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1181, 9=1029. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss A05 Truss Type Hip Qty 1 Ply 1 Reed Job Reference (optional) T22449366 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:03 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-s7PcdGCiFk7KB6zHhYI18_N1YLnXWZ8WwuHhmqzvl4k Scale = 1:53.7 1 2 3 4 5 6 7 12 11 10 9 8 19 20 3x4 5x8 5x8 3x4 4x4 7x8 2x4 4x4 3x6 3x8 3x6 3x8 2-0-0 2-0-0 2-4-0 0-4-0 9-0-0 6-8-0 16-0-0 7-0-0 23-0-0 7-0-0 29-8-0 6-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 9-0-0 6-8-0 16-0-0 7-0-0 23-0-0 7-0-0 29-8-0 6-8-0 32-0-0 2-4-0 0-6-105-9-100-6-105-9-107.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-12], [5:0-5-4,0-2-12], [8:0-4-8,0-1-8], [10:0-4-0,0-4-8], [12:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.34 0.25 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.09 0.02 (loc) 10 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-12,6-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)12=0-8-0, 8=0-8-0 Max Horz 12=-317(LC 6) Max Uplift 12=-1181(LC 8), 8=-1029(LC 8) Max Grav 12=1472(LC 1), 8=1472(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1509/1072, 3-4=-1629/1379, 4-5=-1629/1379, 5-6=-1509/1090 BOT CHORD 11-12=-266/480, 10-11=-568/1295, 9-10=-585/1187 WEBS 3-10=-390/616, 4-10=-546/545, 5-10=-374/616, 2-12=-1336/1223, 6-8=-1336/1140, 2-11=-613/1105, 6-9=-617/1105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1181, 8=1029. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss A06G Truss Type Hip Girder Qty 1 Ply 1 Reed Job Reference (optional) T22449367 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:05 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-oVXM2yEynLO2RQ7gozKVDPSGL9OD_MYpNCmoqjzvl4i Scale = 1:53.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 24 25 26 27 28 29 30 31 32 33 34 35 36 3x4 5x8 6x6 5x8 3x4 4x6 4x8 3x10 3x8 3x8 3x8 6x6 3x4 3x8 4x8 3x10 4x6 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 13-0-9 6-0-9 18-11-7 5-10-13 25-0-0 6-0-9 29-8-0 4-8-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 7-0-0 4-8-0 13-0-9 6-0-9 18-11-7 5-10-13 25-0-0 6-0-9 29-8-0 4-8-0 32-0-0 2-4-0 0-6-104-7-100-6-104-7-107.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-12], [5:0-3-0,Edge], [6:0-3-0,0-4-4], [7:0-5-4,0-2-12], [11:0-3-8,0-1-8], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.56 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 0.22 -0.05 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 227 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-17,8-10: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 1 Row at midpt 3-14, 7-13 REACTIONS. (size)17=0-8-0, 10=0-8-0 Max Horz 17=-247(LC 6) Max Uplift 17=-2310(LC 8), 10=-2159(LC 8) Max Grav 17=2312(LC 39), 10=2313(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2622/2500, 3-4=-3601/3670, 4-6=-3601/3670, 6-7=-3608/3688, 7-8=-2622/2529 BOT CHORD 16-17=-321/378, 14-16=-1958/2302, 13-14=-3383/3662, 11-13=-1937/2176 WEBS 2-17=-2191/2202, 2-16=-2044/2195, 3-16=-409/442, 3-14=-1744/1797, 4-14=-760/1026, 6-13=-790/993, 7-13=-1757/1806, 7-11=-412/447, 8-11=-2045/2199, 8-10=-2188/2120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=2310, 10=2159. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 326 lb down and 479 lb up at 7-0-0, 259 lb down and 270 lb up at 9-0-12, 259 lb down and 270 lb up at 11-0-12, 259 lb down and 270 lb up at 13-0-12, 247 lb down and 270 lb up at 15-0-12, 247 lb down and 270 lb up at 16-11-4, 259 lb down and 270 lb up at 18-11-4, 259 lb down and 270 lb up at 20-11-4, and 259 lb down and 270 lb up at 22-11-4, and 326 lb down and 479 lb up at 25-0-0 on top chord, and 336 lb down and 224 lb up at 7-0-0, 56 lb down and 33 lb up at 9-0-12, 56 lb down and 33 lb up at 11-0-12, 56 lb down and 33 lb up at 13-0-12, 56 lb down and 33 lb up at 15-0-12, 56 lb down and 33 lb up at 16-11-4, 56 lb down and 33 lb up at 18-11-4, 56 lb down and 33 lb up at 20-11-4, and 56 lb down and 33 lb up at 22-11-4, and 336 lb down and 224 lb up at 24-11-4 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 Continued on page 2 January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss A06G Truss Type Hip Girder Qty 1 Ply 1 Reed Job Reference (optional) T22449367 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:05 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-oVXM2yEynLO2RQ7gozKVDPSGL9OD_MYpNCmoqjzvl4i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-72, 3-7=-72, 7-9=-72, 18-21=-20 Concentrated Loads (lb) Vert: 3=-83(B) 5=-56(B) 7=-83(B) 16=95(B) 14=-11(B) 4=-56(B) 6=-56(B) 13=-11(B) 11=95(B) 24=-56(B) 25=-56(B) 26=-56(B) 29=-56(B) 30=-56(B) 31=-11(B) 32=-11(B) 33=-11(B) 34=-11(B) 35=-11(B) 36=-11(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 J40926A Truss B01 Truss Type Roof Special Qty 1 Ply 1 Reed Job Reference (optional) T22449368 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:06 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-Gi4lFIFbYfWv2aisMhrllc?VmYkRjqgycsWLN9zvl4h Scale = 1:54.7 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 3x4 5x8 5x5 6x8 3x4 4x6 3x4 4x4 3x8 6x6 2x4 6x6 3x4 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 19-0-0 8-0-0 29-8-0 10-8-0 30-0-0 0-4-0 32-0-0 2-0-0 6-8-14 6-8-14 11-0-0 4-3-2 19-0-0 8-0-0 20-0-0 1-0-0 25-7-8 5-7-8 32-0-0 6-4-8 0-6-106-11-107-6-100-6-106-11-107.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-12], [5:0-2-8,0-2-12], [7:0-0-2,Edge], [9:0-3-0,0-4-8], [13:0-3-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.53 0.56 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.19 0.04 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-13,7-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-9 REACTIONS. (size)13=0-8-0, 9=0-8-0 Max Horz 13=-420(LC 6) Max Uplift 13=-1181(LC 8), 9=-1029(LC 8) Max Grav 13=1655(LC 13), 9=1670(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-343/151, 3-4=-1616/1130, 4-5=-1506/1166, 5-6=-1538/1163, 6-7=-927/802, 7-8=-525/131 BOT CHORD 12-13=-594/1531, 10-12=-488/1555, 9-10=-505/1367, 8-9=-253/569 WEBS 3-12=-100/277, 4-12=-3/286, 4-10=-149/333, 5-10=-869/602, 6-10=-503/1268, 3-13=-1450/1019, 2-13=-404/528, 6-9=-1216/405, 7-9=-886/1158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1181, 9=1029. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss B02 Truss Type Roof Special Qty 1 Ply 1 Reed Job Reference (optional) T22449369 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:06 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-Gi4lFIFbYfWv2aisMhrllc?XeYnWjrfycsWLN9zvl4h Scale = 1:55.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 21 22 23 24 3x4 5x5 5x8 5x5 3x4 4x6 4x8 3x4 3x4 6x6 2x4 3x6 3x8 4x4 2-0-0 2-0-0 2-4-0 0-4-0 9-0-0 6-8-0 17-0-0 8-0-0 23-4-0 6-4-0 29-8-0 6-4-0 30-0-0 0-4-0 32-0-0 2-0-0 2-4-0 2-4-0 9-0-0 6-8-0 17-0-0 8-0-0 20-0-0 3-0-0 25-7-8 5-7-8 32-0-0 6-4-8 0-6-105-9-107-6-100-6-105-9-107.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-12], [4:0-5-4,0-2-12], [9:0-3-0,0-4-4], [14:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.41 0.36 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.13 0.03 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 238 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-9,2-14: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 5-11 REACTIONS. (size)9=0-8-0, 14=0-8-0 Max Horz 14=-420(LC 6) Max Uplift 9=-1029(LC 8), 14=-1181(LC 8) Max Grav 9=1619(LC 14), 14=1609(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1676/1081, 3-4=-1410/1087, 4-5=-2111/1679, 5-6=-1617/1195 BOT CHORD 13-14=-374/570, 11-13=-845/1909, 10-11=-452/1309, 9-10=-643/1210 WEBS 3-13=0/348, 4-13=-643/315, 4-11=-1149/1030, 5-11=-1036/1552, 5-10=-129/273, 7-9=-345/374, 2-14=-1439/1207, 2-13=-631/1299, 6-10=-130/262, 6-9=-1578/990 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=1029, 14=1181. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss B03G Truss Type Roof Special Girder Qty 1 Ply 1 Reed Job Reference (optional) T22449370 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:08 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-C4CVg_Gr4GmdItsFU6tDr14ppMMOBj1F3A?SR2zvl4f Scale = 1:60.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 21 22 23 24 3x4 5x8 5x5 5x5 3x4 6x6 6x10 4x8 3x4 3x8 4x4 3x10 6x6 2x4 Special NAILED Special HJC26 NAILED THD26-2 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 15-0-0 8-0-0 20-0-0 5-0-0 25-0-0 5-0-0 29-8-0 4-8-0 30-0-0 0-4-0 32-0-0 2-0-0 3-10-8 3-10-8 7-0-0 3-1-8 15-0-0 8-0-0 20-0-0 5-0-0 25-0-0 5-0-0 32-0-0 7-0-0 0-6-104-7-107-6-100-6-104-7-107.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-12], [4:0-2-12,0-3-0], [9:0-3-0,0-4-8], [13:0-3-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.78 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.38 -0.34 -0.04 (loc) 12-13 12-13 9 l/defl >874 >975 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 3-4: 2x6 SP SS BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 *Except* 2-14,7-9: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 3-12, 4-10, 5-10, 6-9 REACTIONS. (size)14=0-8-0, 9=0-8-0 Max Horz 14=-420(LC 6) Max Uplift 14=-2349(LC 8), 9=-1408(LC 8) Max Grav 14=2476(LC 39), 9=1787(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3008/2708, 3-4=-3277/3030, 4-5=-1889/1726, 5-6=-1854/1713, 6-7=-371/302, 7-8=-268/10 BOT CHORD 13-14=-424/492, 12-13=-2072/2799, 10-12=-2643/3460, 9-10=-1066/1453 WEBS 2-13=-2325/2699, 3-13=-382/684, 3-12=-826/1057, 4-12=-588/766, 4-10=-2379/2221, 5-10=-1337/1481, 6-10=-363/428, 2-14=-2577/2409, 7-9=-398/511, 6-9=-1745/1455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=2349, 9=1408. 9) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. 10) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 9-10-6 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 326 lb down and 479 lb up at 7-0-0, and 324 lb down and 362 lb up at 9-10-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss B03G Truss Type Roof Special Girder Qty 1 Ply 1 Reed Job Reference (optional) T22449370 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:08 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-C4CVg_Gr4GmdItsFU6tDr14ppMMOBj1F3A?SR2zvl4f LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-72, 3-4=-72, 4-5=-72, 5-8=-72, 15-18=-20 Concentrated Loads (lb) Vert: 3=-83(F) 13=95(F) 21=-87(F) 22=-170(F) 23=-38(F) 24=-873(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 J40926A Truss D01 Truss Type Hip Qty 1 Ply 1 Reed Job Reference (optional) T22449371 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:09 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-hHmttKHTqauUv1RR1pOSNFd?BmpuwGTPIqk?zUzvl4e Scale = 1:42.9 1 2 3 4 5 6 7 12 11 10 9 8 2x4 5x5 5x5 3x4 4x6 3x4 4x4 3x4 4x4 6x6 6x6 2x4 9-0-0 9-0-0 11-0-0 2-0-0 19-8-0 8-8-0 20-0-0 0-4-0 22-0-0 2-0-0 4-7-12 4-7-12 9-0-0 4-4-4 11-0-0 2-0-0 15-4-4 4-4-4 22-0-0 6-7-12 1-8-106-11-100-6-106-11-107.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-12], [4:0-2-8,0-2-12], [8:0-3-0,0-4-4], [12:0-3-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.52 0.32 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.01 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)12=Mechanical, 8=0-8-0 Max Horz 12=351(LC 7) Max Uplift 12=-626(LC 8), 8=-787(LC 8) Max Grav 12=885(LC 1), 8=1125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/197, 2-3=-865/762, 3-4=-672/758, 4-5=-858/758, 1-12=-276/235 BOT CHORD 11-12=-420/968, 10-11=-147/755, 8-10=-377/715 WEBS 2-11=-281/358, 5-10=-250/302, 2-12=-843/659, 5-8=-932/653, 6-8=-315/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=626, 8=787. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss D02 Truss Type Hip Qty 1 Ply 1 Reed Job Reference (optional) T22449372 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:09 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-hHmttKHTqauUv1RR1pOSNFdytmqfwJmPIqk?zUzvl4e Scale = 1:38.3 1 2 3 4 5 10 9 8 7 6 5x5 5x8 5x5 3x4 3x8 4x6 4x4 4x8 3x8 3x6 7-0-0 7-0-0 13-0-0 6-0-0 19-8-0 6-8-0 20-0-0 0-4-0 22-0-0 2-0-0 7-0-0 7-0-0 13-0-0 6-0-0 17-5-3 4-5-3 22-0-0 4-6-13 1-8-105-9-100-6-105-9-107.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-12], [2:0-5-4,0-2-12], [3:0-2-8,0-2-12], [6:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.73 0.20 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.01 (loc) 7-9 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-6: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)10=Mechanical, 6=0-8-0 Max Horz 10=281(LC 7) Max Uplift 10=-626(LC 8), 6=-787(LC 8) Max Grav 10=885(LC 1), 6=1125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1027/735, 2-3=-751/779, 3-4=-1000/736, 1-10=-811/655 BOT CHORD 9-10=-230/444, 7-9=-373/888 WEBS 4-7=-390/693, 1-9=-329/627, 4-6=-999/920 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=626, 6=787. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss D03G Truss Type Hip Girder Qty 1 Ply 1 Reed Job Reference (optional) T22449373 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:11 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-dfueI0JjMB8C9Lbq9ERwSgiIpZVxO8_hm8D62Mzvl4c Scale = 1:38.2 1 2 3 4 5 6 12 11 10 9 8 7 16 17 18 19 20 21 22 23 24 4x6 5x8 5x8 3x4 3x6 4x6 4x4 3x8 3x8 3x4 3x8 3x10 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 19-8-0 4-8-0 20-0-0 0-4-0 22-0-0 2-0-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 18-5-3 3-5-3 22-0-0 3-6-13 1-8-104-7-100-6-104-7-107.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-2-12], [4:0-5-4,0-2-12], [12:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.70 0.28 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 0.08 0.02 (loc) 10 10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)12=0-8-0, 7=0-8-0 Max Horz 12=211(LC 7) Max Uplift 12=-1380(LC 8), 7=-1556(LC 8) Max Grav 12=1513(LC 36), 7=1694(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1838/1762, 2-3=-2010/2126, 3-4=-2010/2126, 4-5=-1784/1728, 1-12=-1458/1393 BOT CHORD 11-12=-233/305, 10-11=-1372/1641, 8-10=-1277/1481 WEBS 2-10=-742/707, 3-10=-675/940, 4-10=-794/784, 4-8=-270/253, 5-8=-1377/1496, 1-11=-1377/1486, 5-7=-1582/1550 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1380, 7=1556. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 326 lb down and 479 lb up at 5-0-0, 261 lb down and 270 lb up at 7-0-12, 261 lb down and 270 lb up at 9-0-12, 261 lb down and 270 lb up at 10-11-4, and 261 lb down and 270 lb up at 12-11-4, and 326 lb down and 479 lb up at 15-0-0 on top chord, and 336 lb down and 224 lb up at 5-0-0, 56 lb down and 33 lb up at 7-0-12, 56 lb down and 33 lb up at 9-0-12, 56 lb down and 33 lb up at 10-11-4, and 56 lb down and 33 lb up at 12-11-4, and 336 lb down and 224 lb up at 14-11-4 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 Continued on page 2 January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss D03G Truss Type Hip Girder Qty 1 Ply 1 Reed Job Reference (optional) T22449373 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:11 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-dfueI0JjMB8C9Lbq9ERwSgiIpZVxO8_hm8D62Mzvl4c LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-72, 2-4=-72, 4-6=-72, 12-13=-20 Concentrated Loads (lb) Vert: 2=-83(F) 4=-83(F) 11=95(F) 8=95(F) 17=-56(F) 18=-56(F) 19=-56(F) 20=-56(F) 21=-11(F) 22=-11(F) 23=-11(F) 24=-11(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 J40926A Truss E01 Truss Type Common Qty 1 Ply 1 Reed Job Reference (optional) T22449374 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:11 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-dfueI0JjMB8C9Lbq9ERwSgiR9ZXdOGVhm8D62Mzvl4c Scale = 1:26.1 1 2 3 4 5 8 7 63x4 3x4 3x6 2x4 3x6 2x4 2x4 5x5 2-0-0 2-0-0 2-2-0 0-2-0 6-0-0 3-10-0 9-10-0 3-10-0 10-0-0 0-2-0 12-0-0 2-0-0 6-0-0 6-0-0 12-0-0 6-0-0 0-6-104-0-100-6-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.17 0.17 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.02 -0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)8=0-4-0, 6=0-4-0 Max Horz 8=-210(LC 6) Max Uplift 8=-766(LC 8), 6=-600(LC 8) Max Grav 8=552(LC 1), 6=552(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-207/341, 3-4=-207/332 WEBS 2-8=-342/463, 4-6=-342/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) 8=766, 6=600. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss E02G Truss Type Common Qty 1 Ply 1 Reed Job Reference (optional) T22449375 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:12 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-5sS0WLJL7VG3mV90jxy9?tFZ9zpN7jQr_ozfapzvl4b Scale = 1:26.4 1 2 3 6 7 8 4 5 12 11 10 9 19 20 3x4 10x10 7x8 3x4 3x6 3x6 3x6 3x6 2x4 5x5 2x4 3x4 2-0-0 2-0-0 2-2-0 0-2-0 4-2-8 2-0-8 6-0-0 1-9-8 7-9-8 1-9-8 9-10-0 2-0-8 10-0-0 0-2-0 12-0-0 2-0-0 4-2-8 4-2-8 6-0-0 1-9-8 7-9-8 1-9-8 12-0-0 4-2-8 0-6-103-0-14-0-100-6-103-0-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.39 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.05 0.00 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-4-0, 9=0-4-0 Max Horz 12=-210(LC 6) Max Uplift 12=-1077(LC 8), 9=-910(LC 8) Max Grav 12=892(LC 16), 9=892(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-460/384, 2-3=-617/608, 6-7=-622/647, 7-8=-465/402, 3-4=-168/293, 4-6=-168/293, 3-5=-431/384, 5-6=-425/387 BOT CHORD 1-12=-323/464, 11-12=-378/548, 10-11=-352/527, 9-10=-323/467, 8-9=-323/467 WEBS 2-12=-486/531, 7-9=-487/482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1077, 9=910. 9) Girder carries hip end with 4-7-15 end setback. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 439 lb down and 235 lb up at 7-4-1, and 439 lb down and 235 lb up at 4-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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=-72, 6-8=-72, 13-19=-20, 19-20=-32(F=-12), 16-20=-20, 3-5=-114(F=-42), 5-6=-114(F=-42) Continued on page 2 January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss E02G Truss Type Common Qty 1 Ply 1 Reed Job Reference (optional) T22449375 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:12 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-5sS0WLJL7VG3mV90jxy9?tFZ9zpN7jQr_ozfapzvl4b LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 19=-226(F) 20=-226(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 J40926A Truss F01G Truss Type Half Hip Girder Qty 1 Ply 1 Reed Job Reference (optional) T22449376 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:13 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-Z2?OjhK_uoOvOfkCGfTOY4olGN8QsAS_DSiD6Fzvl4a Scale = 1:26.7 1 2 3 4 6 5 10 11 12 3x4 7x6 2x4 6x6 6x6 2x4 2-0-0 2-0-0 2-6-0 0-6-0 7-0-0 4-6-0 10-0-0 3-0-0 3-6-13 3-6-13 7-0-0 3-5-3 10-0-0 3-0-0 0-6-104-7-107.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-4-0], [6:0-3-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.26 0.47 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.10 -0.00 (loc) 5-6 5-6 5 l/defl >999 >860 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-6: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-11-15 Max Horz 6=390(LC 8) Max Uplift 5=-724(LC 8), 6=-677(LC 8) Max Grav 5=678(LC 28), 6=701(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-470/266, 2-3=-362/284 BOT CHORD 1-6=-164/392, 5-6=-286/230 WEBS 3-5=-371/479, 2-6=-445/600 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=724, 6=677. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 237 lb down and 271 lb up at 7-0-0, and 246 lb down and 257 lb up at 9-0-12 on top chord, and 312 lb down and 310 lb up at 7-0-0, and 55 lb down and 31 lb up at 9-0-12 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-72, 3-4=-72, 5-7=-20 Concentrated Loads (lb) Vert: 3=-45(F) 10=-53(F) 11=-41(F) 12=-6(F) January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss MV2 Truss Type Valley Qty 1 Ply 1 Reed Job Reference (optional) T22449377 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:14 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-1EZmx1Lcf6Wm0oJPqM_d4IK_6nbYbfO8S6Smfhzvl4Z Scale = 1:8.6 1 2 3 2x4 2x4 2x4 2-0-0 2-0-0 1-2-07.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 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=2-0-0, 3=2-0-0 Max Horz 1=73(LC 8) Max Uplift 1=-21(LC 8), 3=-64(LC 8) Max Grav 1=64(LC 13), 3=74(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss MV4 Truss Type Valley Qty 1 Ply 1 Reed Job Reference (optional) T22449378 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:14 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-1EZmx1Lcf6Wm0oJPqM_d4IKt_nYdbfO8S6Smfhzvl4Z Scale = 1:14.5 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 2-4-07.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.45 0.22 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: 15 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 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=4-0-0, 3=4-0-0 Max Horz 1=183(LC 8) Max Uplift 1=-54(LC 8), 3=-161(LC 8) Max Grav 1=161(LC 13), 3=187(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=161. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss V7GE Truss Type GABLE Qty 1 Ply 1 Reed Job Reference (optional) T22449379 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:15 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-VR788NMEQQeddyubO4VsdVt3JBucK6rHgmCKB8zvl4Y Scale = 1:15.6 1 2 3 4 2x4 4x4 2x4 1x4 7-4-0 7-4-0 3-8-0 3-8-0 7-4-0 3-8-0 2-1-117.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.17 0.05 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 = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 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. REACTIONS. (size)1=7-4-0, 3=7-4-0, 4=7-4-0 Max Horz 1=109(LC 7) Max Uplift 1=-139(LC 8), 3=-139(LC 8), 4=-126(LC 8) Max Grav 1=151(LC 1), 3=166(LC 14), 4=273(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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=139, 3=139, 4=126. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZCJ1 Truss Type Jack-Open Qty 16 Ply 1 Reed Job Reference (optional) T22449380 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:16 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-zdhXMjMsBjmUF6Tnyn059jQK7aGm3ZuRvQxtjazvl4X Scale = 1:8.3 1 2 33x4 0-11-4 0-11-4 0-11-4 0-11-4 1-0-50-6-101-1-30-5-150-5-151-1-37.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.03 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.3 BOT CHORD 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical Max Horz 2=66(LC 1), 3=113(LC 8) Max Uplift 3=-115(LC 8) Max Grav 3=85(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=115. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZCJ3 Truss Type Jack-Open Qty 16 Ply 1 Reed Job Reference (optional) T22449381 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:16 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-zdhXMjMsBjmUF6Tnyn059jQIxaDy3YpRvQxtjazvl4X Scale = 1:14.3 1 2 5 3 4 3x4 2x4 2x4 2-8-0 2-8-0 2-11-4 0-3-4 2-11-4 2-11-4 0-6-102-3-37.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.17 0.23 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.3 BOT CHORD 2x6 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=159(LC 8) Max Uplift 3=-173(LC 1), 4=-264(LC 1), 5=-672(LC 8) Max Grav 3=123(LC 8), 4=223(LC 8), 5=702(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-319/321 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=173, 4=264, 5=672. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZCJ5 Truss Type Jack-Open Qty 12 Ply 1 Reed Job Reference (optional) T22449382 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:17 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-SpFvZ3NUy1uLtG2_VVYKiwyS3_amo?5a84hQF0zvl4W Scale = 1:20.0 1 2 5 3 4 3x4 2x4 2x4 2-0-0 2-0-0 2-4-0 0-4-0 4-11-4 2-7-4 4-11-4 4-11-4 0-6-103-5-37.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.21 0.19 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.3 BOT CHORD 2x6 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=269(LC 8) Max Uplift 3=-117(LC 8), 4=-22(LC 14), 5=-350(LC 8) Max Grav 3=92(LC 6), 4=40(LC 6), 5=430(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-5=-88/269 WEBS 2-5=-274/305 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=117, 5=350. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZEJ4 Truss Type Jack-Open Qty 2 Ply 1 Reed Job Reference (optional) T22449383 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:17 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-SpFvZ3NUy1uLtG2_VVYKiwyTg_a3o?xa84hQF0zvl4W Scale = 1:17.9 1 2 5 3 4 3x4 2x4 2x4 2-0-0 2-0-0 2-2-0 0-2-0 4-2-8 2-0-8 4-2-8 4-2-8 0-6-103-0-17.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.17 0.17 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.3 BOT CHORD 2x6 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-4-0 Max Horz 5=229(LC 8) Max Uplift 3=-85(LC 8), 4=-36(LC 1), 5=-335(LC 8) Max Grav 3=72(LC 6), 4=30(LC 6), 5=399(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-237/258 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=335. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZEJ5 Truss Type Jack-Open Qty 2 Ply 1 Reed Job Reference (optional) T22449384 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:18 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-w0pHmPO6jL0CUQdA3C3ZF8VcPOusXStjNkQ_oSzvl4V Scale = 1:25.8 1 2 5 3 43x4 3x6 2x4 2-0-0 2-0-0 2-6-0 0-6-0 7-0-0 4-6-0 7-0-0 7-0-0 0-6-104-7-104-0-64-7-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.30 0.26 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.3 BOT CHORD 2x6 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-11-15 Max Horz 5=383(LC 8) Max Uplift 3=-226(LC 8), 4=-14(LC 5), 5=-363(LC 8) Max Grav 3=183(LC 13), 4=66(LC 6), 5=499(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-394/146 BOT CHORD 1-5=-125/383 WEBS 2-5=-382/444 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=226, 5=363. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZEJ7 Truss Type Jack-Open Qty 17 Ply 1 Reed Job Reference (optional) T22449385 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:19 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-OCNf_lPkUe936aCMdvaonL2psoGaGv5tbOAXKvzvl4U Scale = 1:25.8 1 2 5 3 43x4 3x6 2x4 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 7-0-0 7-0-0 0-6-104-7-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.19 0.17 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=383(LC 8) Max Uplift 3=-236(LC 8), 4=-13(LC 5), 5=-340(LC 8) Max Grav 3=192(LC 13), 4=68(LC 3), 5=481(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-404/149 BOT CHORD 1-5=-125/383 WEBS 2-5=-389/454 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=236, 5=340. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZEJ7S Truss Type Jack-Open Qty 1 Ply 1 Reed Job Reference (optional) T22449386 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:19 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-OCNf_lPkUe936aCMdvaonL2m_oFVGwdtbOAXKvzvl4U Scale = 1:26.1 1 4 2 3 3x4 2x4 5-0-0 5-0-0 5-0-0 5-0-0 1-8-104-7-104-0-64-7-107.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.37 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.02 -0.05 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=260(LC 8) Max Uplift 4=-1(LC 8), 2=-269(LC 8), 3=-34(LC 8) Max Grav 4=217(LC 1), 2=213(LC 13), 3=93(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=269. 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. January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZHJ4 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Reed Job Reference (optional) T22449387 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:20 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-sOx1B4QNFyHwkjnZBd51KZav?CW8?MT0q2v5sLzvl4T Scale = 1:19.0 1 2 5 9 3 10 11 43x4 3x6 2x4 2-9-9 2-9-9 3-0-6 0-2-14 5-10-11 2-10-4 2-10-6 2-10-6 5-10-11 3-0-4 0-6-102-11-120-6-92-5-32-11-124.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.48 0.53 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 0.02 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-11 Max Horz 5=228(LC 8) Max Uplift 3=-228(LC 17), 4=-309(LC 17), 5=-915(LC 8) Max Grav 3=120(LC 22), 4=228(LC 24), 5=826(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-391/420 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=228, 4=309, 5=915. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 275 lb up at 4-2-15, and 232 lb down and 275 lb up at 4-2-15 on top chord, and 57 lb down and 143 lb up at 1-4-15, 57 lb down and 143 lb up at 1-4-15, and 212 lb down and 292 lb up at 4-2-15, and 212 lb down and 292 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-72, 4-6=-20 Concentrated Loads (lb) Vert: 9=287(F=144, B=144) 10=-114(F=-57, B=-57) 11=354(F=177, B=177) January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZHJ5 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Reed Job Reference (optional) T22449388 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:21 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-KaUQPQQ?0GPnLtLlkKcGsm76qby9koUA3ifePnzvl4S Scale = 1:26.0 1 2 3 7 6 11 12 4 13 14 53x4 2x4 3x6 3x4 4x4 2-9-3 2-9-3 3-6-1 0-8-14 6-6-5 3-0-4 9-10-1 3-3-12 4-10-1 4-10-1 6-6-5 1-8-3 9-10-1 3-3-12 0-6-104-7-50-6-94-0-124-7-54.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.16 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 -0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 7=1-5-12 Max Horz 7=382(LC 8) Max Uplift 4=-132(LC 8), 5=-88(LC 8), 7=-803(LC 8) Max Grav 4=120(LC 17), 5=218(LC 22), 7=866(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-535/515, 2-3=-411/560 BOT CHORD 1-7=-424/539 WEBS 2-7=-327/397, 3-7=-526/369 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=132, 7=803. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 275 lb up at 4-2-15, 232 lb down and 275 lb up at 4-2-15, and 213 lb down and 137 lb up at 7-0-14, and 213 lb down and 137 lb up at 7-0-14 on top chord, and 57 lb down and 143 lb up at 1-4-15, 57 lb down and 143 lb up at 1-4-15, and 24 lb down and 52 lb up at 7-0-14, and 24 lb down and 52 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-72, 5-8=-20 Continued on page 2 January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZHJ5 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Reed Job Reference (optional) T22449388 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:21 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-KaUQPQQ?0GPnLtLlkKcGsm76qby9koUA3ifePnzvl4S LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=287(F=144, B=144) 13=-114(F=-57, B=-57) 14=62(F=31, B=31) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZHJ7 Truss Type Diagonal Hip Girder Qty 5 Ply 1 Reed Job Reference (optional) T22449389 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:22 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-on2ocmRdnZXez1wxI27VP_fG7?FITEKJHLOBxEzvl4R Scale = 1:26.0 1 2 3 7 6 11 12 4 13 14 15 53x4 4x4 3x4 2x4 3x6 2-9-9 2-9-9 3-3-4 0-5-11 6-4-14 3-1-11 9-10-1 3-5-3 5-3-2 5-3-2 6-4-14 1-1-12 9-10-1 3-5-3 0-6-104-7-54.95 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.29 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.06 -0.01 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=382(LC 8) Max Uplift 4=-134(LC 8), 5=-163(LC 8), 7=-1032(LC 8) Max Grav 4=129(LC 17), 5=296(LC 22), 7=1035(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-573/667, 2-3=-538/727 BOT CHORD 1-7=-560/579 WEBS 3-6=-324/241, 2-7=-275/334, 3-7=-585/262 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=134, 5=163, 7=1032. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 275 lb up at 4-2-15, 232 lb down and 275 lb up at 4-2-15, and 213 lb down and 137 lb up at 7-0-14, and 213 lb down and 137 lb up at 7-0-14 on top chord, and 57 lb down and 143 lb up at 1-4-15, 57 lb down and 143 lb up at 1-4-15, 219 lb down and 292 lb up at 4-2-15, 219 lb down and 292 lb up at 4-2-15, and 24 lb down and 52 lb up at 7-0-14, and 24 lb down and 52 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-72, 5-8=-20 Continued on page 2 January 14,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZHJ7 Truss Type Diagonal Hip Girder Qty 5 Ply 1 Reed Job Reference (optional) T22449389 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:22 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-on2ocmRdnZXez1wxI27VP_fG7?FITEKJHLOBxEzvl4R LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=287(F=144, B=144) 13=-114(F=-57, B=-57) 14=354(F=177, B=177) 15=62(F=31, B=31) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job J40926A Truss ZMG7 Truss Type Jack-Open Girder Qty 1 Ply 2 Reed Job Reference (optional) T22449390 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 13 14:13:22 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:QfOCVsCfkF8zkw8so1nqpKy5nK_-on2ocmRdnZXez1wxI27VP_fGg?AZTHNJHLOBxEzvl4R Scale = 1:27.1 1 4 2 5 6 3 4x6 3x4 HUS26 HUS26 5-0-0 5-0-0 5-0-0 5-0-0 1-8-104-7-104-0-64-7-107.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 16.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.41 0.60 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.08 -0.07 (loc) 3-4 3-4 2 l/defl >657 >752 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=260(LC 8) Max Uplift 4=-600(LC 8), 2=-328(LC 8), 3=-653(LC 8) Max Grav 4=1028(LC 1), 2=288(LC 25), 3=893(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0psf; BCDL=6.0psf; h=31ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=600, 2=328, 3=653. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-8-12 from the left end to 3-8-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-72, 3-4=-20 Concentrated Loads (lb) Vert: 5=-865(F) 6=-865(F) January 14,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths