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HomeMy WebLinkAbout5504deleon_seals6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2475016 - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 55.0 psf Design Program: MiTek 20/20 8.2 1 of 1 This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: _ Customer Info: Alvastone Project Name: 2475016 Model: _ Subdivision: _ Address: 5412 Deleon Ave, _ State: FLCity: Fort Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: October 13,2020 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T21561314 A Date 10/13/202T21561315A110/13/203T21561316A210/13/204T21561317AGE10/13/205T21561318AH810/13/206T21561319AH1010/13/207T21561320AH1210/13/208T21561321AH1410/13/209T21561322AH1610/13/2010T21561323B10/13/2011T21561324B110/13/2012T21561325B210/13/2013T21561326BH310/13/2014T21561327BH3A10/13/2015T21561328BH510/13/2016T21561329BH5A10/13/2017T21561330BH710/13/2018T21561331BH7A10/13/2019T21561332CJ110/13/2020T21561333CJ510/13/2021T21561334DGE10/13/2022T21561335EJ310/13/20 No.Seal#Truss Name 23 T21561336 HJ3 Date 10/13/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss A Truss Type Common Qty 14 Ply 1 Job Reference (optional) T21561314 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:45 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-UumorFhP0qNw5hmovI8mpzbVtx9JGb?2pmXPsTyU2WG Scale = 1:62.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x8 4x10 MT20HS 4x8 3x4 2x4 3x4 2x4 4x10 MT20HS 3x8 8-9-0 8-9-0 17-6-0 8-9-0 26-3-0 8-9-0 35-0-0 8-9-0 -1-4-0 1-4-0 8-9-0 8-9-0 17-6-0 8-9-0 26-3-0 8-9-0 35-0-0 8-9-0 36-4-0 1-4-0 0- 3 - 1 5 6- 1 - 1 5 0- 3 - 1 5 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.49 0.91 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.64 0.21 (loc) 12 12-14 8 l/defl >999 >652 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 154 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-12, 3-12 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=172(LC 9) Max Uplift 2=-715(LC 10), 8=-715(LC 10) Max Grav 2=2045(LC 1), 8=2045(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4824/1881, 3-5=-3239/1384, 5-7=-3239/1384, 7-8=-4824/1881 BOT CHORD 2-14=-1624/4512, 12-14=-1624/4512, 10-12=-1624/4512, 8-10=-1624/4512 WEBS 5-12=-344/1226, 7-12=-1698/680, 7-10=0/361, 3-12=-1698/680, 3-14=0/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-2-0, Interior(1) 2-2-0 to 14-0-0, Exterior(2) 14-0-0 to 21-0-0, Interior(1) 21-0-0 to 32-10-0, Exterior(2) 32-10-0 to 36-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 2 and 715 lb uplift at joint 8. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss A1 Truss Type Roof Special Qty 6 Ply 1 Job Reference (optional) T21561315 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:47 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-QGtZGxifYRdeK?wA0jAEuOgmilsOkVsLG40WxMyU2WE Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 26 27 28 29 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x8 2x4 3x4 5x12 3x6 5x8 3x8 6x12 MT20HS 6x8 3x4 2x4 5x6 3x8 9-4-1 9-4-1 12-6-0 3-1-15 16-6-0 4-0-0 25-8-0 9-2-0 35-0-0 9-4-0 -1-4-0 1-4-0 5-10-8 5-10-8 12-6-0 6-7-8 16-6-0 4-0-0 17-6-0 1-0-0 23-8-9 6-2-9 29-1-9 5-5-0 35-0-0 5-10-7 36-4-0 1-4-0 0- 3 - 1 5 6- 1 - 1 5 0- 3 - 1 5 0- 8 - 0 4.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [12:0-3-1,0-2-8], [14:0-3-0,0-0-0], [16:0-5-12,0-3-0], [17:0-9-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.79 0.87 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.47 -0.87 0.26 (loc) 16-17 16-17 10 l/defl >896 >482 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 188 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 5-18: 2x4 SP No.3, 13-15,6-14: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 17-19,12-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-16, 7-16, 12-16 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=172(LC 9) Max Uplift 2=-710(LC 10), 10=-710(LC 10) Max Grav 2=2054(LC 1), 10=2053(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5070/1977, 3-5=-5031/1982, 5-6=-3556/1515, 6-7=-3490/1479, 7-9=-4487/1749, 9-10=-5042/1957 BOT CHORD 2-19=-1735/4769, 18-19=-142/259, 5-17=-242/938, 16-17=-1645/4723, 12-14=-167/647, 10-12=-1716/4740, 6-16=-572/1680 WEBS 3-19=-1455/693, 17-19=-1045/3404, 3-17=-493/1170, 5-16=-1723/695, 7-12=0/349, 9-12=-641/331, 7-16=-1047/444, 12-16=-1283/3455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-2-0, Interior(1) 2-2-0 to 14-0-0, Exterior(2) 14-0-0 to 21-0-0, Interior(1) 21-0-0 to 32-10-0, Exterior(2) 32-10-0 to 36-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 710 lb uplift at joint 2 and 710 lb uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss A2 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T21561316 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:48 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-uTRxUHjHIllUy9VMaQhTRbDyt8DCTyMUVjm4ToyU2WD Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 24 25 26 27 28 29 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x8 3x6 3x4 2x4 3x4 6x8 2x4 4x12 2x4 2x4 3x6 3x4 11-2-0 11-2-0 16-0-0 4-10-0 25-8-0 9-8-0 35-0-0 9-4-0 -1-4-0 1-4-0 5-10-8 5-10-8 11-2-0 5-3-8 16-0-0 4-10-0 17-6-0 1-6-0 23-8-9 6-2-9 29-1-9 5-5-0 35-0-0 5-10-7 36-4-0 1-4-0 0- 3 - 1 5 6- 1 - 1 5 0- 3 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-0-6,0-0-0], [11:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.77 0.83 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.59 0.01 (loc) 17-20 17-20 17 l/defl >475 >226 n/a L/d 240 180 n/a PLATES MT20 Weight: 175 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-15, 7-13 REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=172(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-224(LC 10), 17=-158(LC 20), 15=-731(LC 10), 11=-336(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 2=561(LC 19), 17=823(LC 19), 15=2273(LC 1), 11=883(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-467/164, 3-5=-178/729, 5-6=-289/1175, 6-7=-222/1141, 7-8=-1188/638, 8-10=-861/303, 10-11=-1450/525 BOT CHORD 2-17=-96/421, 15-17=-623/388, 13-15=-650/431, 11-13=-361/1340 WEBS 3-17=-914/431, 5-17=-347/447, 5-15=-665/267, 6-15=-314/174, 7-15=-1628/677, 7-13=-842/2003, 8-13=-695/462, 10-13=-683/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-2-0, Interior(1) 2-2-0 to 14-0-0, Exterior(2) 14-0-0 to 21-0-0, Interior(1) 21-0-0 to 32-10-0, Exterior(2) 32-10-0 to 36-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 2, 158 lb uplift at joint 17, 731 lb uplift at joint 15 and 336 lb uplift at joint 11. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss AGE Truss Type Common Structural Gable Qty 1 Ply 1 Job Reference (optional) T21561317 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:50 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-qrZhvzlXqM?CBTflirkxW0ID1yv6xpIny1FAYgyU2WB Scale = 1:63.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 154243 3x4 ST1.5x8 STP 5x6 3x4 5x8 3x4 5x12 3x6 3x4 3x4 5x12 3x6 5x6 3x6 4x8 3x4 1-10-12 1-10-12 1-11-14 0-1-2 9-1-3 7-1-5 16-2-8 7-1-5 16-4-0 0-1-8 24-7-5 8-3-5 33-0-2 8-4-13 33-1-4 0-1-2 35-0-0 1-10-12 -1-4-0 1-4-0 1-10-12 1-10-12 1-11-14 0-1-2 5-6-8 3-6-10 9-1-3 3-6-10 16-2-8 7-1-5 17-6-0 1-3-8 24-7-5 7-1-5 28-1-15 3-6-10 33-0-2 4-10-3 33-1-4 0-1-2 35-0-0 1-10-12 36-4-0 1-4-0 0- 3 - 1 5 5- 1 0 - 4 0- 3 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-1], [2:0-4-12,Edge], [5:0-0-0,0-1-12], [5:0-1-4,0-3-0], [8:0-3-0,0-2-8], [13:0-3-12,Edge], [13:0-2-8,0-3-1], [17:0-5-12,0-3-0], [26:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.98 0.80 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.44 0.01 (loc) 15-40 15-40 13 l/defl >999 >513 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. WEBS 1 Row at midpt 8-17, 8-15 REACTIONS.All bearings 16-4-0 except (jt=length) 13=0-8-0. (lb) - Max Horz 2=163(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20 except 2=-187(LC 10), 13=-323(LC 10), 17=-796(LC 10), 19=-660(LC 3) Max Grav All reactions 250 lb or less at joint(s) 18 except 2=415(LC 19), 13=832(LC 20), 20=1257(LC 19), 17=2469(LC 1), 17=2469(LC 1), 2=367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-103/305, 4-6=-337/799, 6-7=-652/1501, 7-8=-471/1350, 8-9=-633/468, 9-11=-574/296, 11-13=-1138/584 BOT CHORD 2-20=-259/161, 19-20=-697/520, 18-19=-697/520, 17-18=-697/520, 15-17=-887/740, 13-15=-415/1060 WEBS 4-20=-581/386, 6-20=-430/427, 6-17=-857/484, 7-17=-633/459, 8-17=-1705/810, 8-15=-983/1675, 9-15=-524/487, 11-15=-632/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 20 except (jt=lb) 2=187, 13=323, 17=796, 19=660, 2=187. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss AH8 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T21561318 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:57 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-7BULNMqwBWtDXYh5cpMaIV5T?nFd4yEpZdR2HmyU2W4 Scale = 1:63.1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 5x6 ST1.5x8 STP 3x6 4x10 MT20HS 4x4 3x6 3x10 2x4 6x12 MT20HS 3x6 8x12 4x4 6x8 2x4 4x6 4x12 8-4-0 8-4-0 14-2-2 5-10-2 14-4-0 0-1-14 20-5-1 6-1-1 26-8-0 6-2-15 35-0-0 8-4-0 -1-4-0 1-4-0 4-11-5 4-11-5 8-4-0 3-4-11 14-2-2 5-10-2 20-5-1 6-2-15 26-8-0 6-2-15 30-0-11 3-4-11 35-0-0 4-11-5 36-4-0 1-4-0 0- 3 - 1 5 3- 1 - 4 0- 3 - 1 5 3- 1 - 4 4.00 12 Plate Offsets (X,Y)-- [5:0-1-12,0-2-0], [8:0-5-0,0-1-13], [10:0-6-0,0-1-11], [12:0-3-0,0-4-8], [13:0-5-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.80 0.94 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.62 -0.02 (loc) 12-22 12-22 15 l/defl >675 >402 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 177 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 10-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-13: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS.All bearings 14-4-0 except (jt=length) 10=0-8-0. (lb) - Max Horz 2=88(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-299(LC 25), 17=-424(LC 25), 15=-1790(LC 8), 10=-1190(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2 except 2=415(LC 13), 17=838(LC 13), 15=4767(LC 18), 15=4725(LC 1), 10=2748(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/909, 3-4=-454/1313, 4-5=-413/1245, 5-7=-3978/1594, 7-8=-5428/2210, 8-9=-5707/2277, 9-10=-6435/2603 BOT CHORD 2-17=-824/375, 15-17=-2428/1031, 13-15=-2428/1031, 12-13=-1408/3978, 10-12=-2405/6122 WEBS 3-17=-664/299, 4-17=-737/324, 5-17=-482/1415, 5-15=-4032/1586, 5-13=-2662/6957, 7-13=-1220/565, 7-12=-676/1601, 8-12=-530/1408, 9-12=-830/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 2, 424 lb uplift at joint 17, 1790 lb uplift at joint 15, 1190 lb uplift at joint 10 and 299 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 421 lb down and 180 lb up at 15-8-12, 421 lb down and 180 lb up at 17-8-12, 421 lb down and 180 lb up at 19-3-4, 421 lb down and 180 lb up at 21-3-4, 421 lb down and 180 lb up at 23-3-4, 421 lb down and 180 lb up at 25-3-4, 421 lb down and 177 lb up at 27-3-4, and 421 lb down and 167 lb up at 29-3-4, and 639 lb down and 425 lb up at 31-3-4 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 Continued on page 2 October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss AH8 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T21561318 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:57 2020 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-7BULNMqwBWtDXYh5cpMaIV5T?nFd4yEpZdR2HmyU2W4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-90, 4-8=-90, 8-11=-90, 10-18=-20 Concentrated Loads (lb) Vert: 14=-421(B) 25=-421(B) 26=-421(B) 27=-421(B) 28=-421(B) 29=-421(B) 30=-421(B) 31=-421(B) 32=-639(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 2475016 Truss AH10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21561319 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:51 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-I2746Im9bg73pcExFYFA3ErPdMCTgMywBh_k47yU2WA Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 27 28 6x8 ST1.5x8 STP ST1.5x8 STP 6x8 3x8 4x10 MT20HS 3x4 2x4 3x10 2x4 3x4 2x4 4x10 MT20HS 3x8 10-4-0 10-4-0 17-6-0 7-2-0 24-8-0 7-2-0 35-0-0 10-4-0 -1-4-0 1-4-0 7-3-9 7-3-9 10-4-0 3-0-7 17-6-0 7-2-0 24-8-0 7-2-0 27-8-7 3-0-7 35-0-0 7-3-9 36-4-0 1-4-0 0- 3 - 1 5 3- 9 - 4 0- 3 - 1 5 3- 9 - 4 4.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-12], [6:0-5-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.93 0.92 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.78 0.22 (loc) 12 12 8 l/defl >986 >541 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 158 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=107(LC 9) Max Uplift 2=-715(LC 10), 8=-715(LC 10) Max Grav 2=2045(LC 1), 8=2045(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4866/2314, 3-4=-4353/2092, 4-5=-4950/2445, 5-6=-4950/2445, 6-7=-4353/2092, 7-8=-4866/2314 BOT CHORD 2-14=-2039/4561, 12-14=-1725/4096, 10-12=-1725/4097, 8-10=-2039/4561 WEBS 3-14=-606/396, 4-14=-154/569, 4-12=-465/1161, 5-12=-734/472, 6-12=-465/1161, 6-10=-154/569, 7-10=-606/396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-2-0, Interior(1) 2-2-0 to 5-4-10, Exterior(2) 5-4-10 to 15-3-6, Interior(1) 15-3-6 to 19-8-10, Exterior(2) 19-8-10 to 29-7-6, Interior(1) 29-7-6 to 32-10-0, Exterior(2) 32-10-0 to 36-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=715, 8=715. 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. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss AH12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21561320 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:52 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-nEhSJemoMzFwQmo8pGmPbRNd4ma9PtT4QLkHcZyU2W9 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x8 5x6 WB3x4 2x4 3x8 2x4 3x4 2x4 5x6 WB 3x8 9-4-1 9-4-1 17-6-0 8-1-15 25-8-0 8-2-0 35-0-0 9-4-0 -1-4-0 1-4-0 6-2-0 6-2-0 12-4-0 6-2-0 17-6-0 5-2-0 22-8-0 5-2-0 28-10-0 6-2-0 35-0-0 6-2-0 36-4-0 1-4-0 0- 3 - 1 5 4- 5 - 4 0- 3 - 1 5 4- 5 - 4 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.75 0.83 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.75 0.21 (loc) 12 10-12 8 l/defl >999 >558 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=125(LC 9) Max Uplift 2=-715(LC 10), 8=-715(LC 10) Max Grav 2=2045(LC 1), 8=2045(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5055/2389, 3-4=-4447/2102, 4-5=-4106/2105, 5-6=-4106/2105, 6-7=-4447/2102, 7-8=-5055/2389 BOT CHORD 2-14=-2130/4756, 12-14=-1617/3719, 10-12=-1617/3719, 8-10=-2130/4756 WEBS 3-14=-740/470, 4-14=-190/701, 4-12=-192/732, 5-12=-487/315, 6-12=-192/732, 6-10=-190/702, 7-10=-740/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-2-0, Interior(1) 2-2-0 to 7-4-10, Exterior(2) 7-4-10 to 27-7-6, Interior(1) 27-7-6 to 32-10-0, Exterior(2) 32-10-0 to 36-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=715, 8=715. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss AH14 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21561321 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:53 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-FQFqX_nQ7HNn2wNKNzHe8fwkQ9uF8IWDe?Tq8?yU2W8 Scale = 1:64.9 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x8 4x6 3x4 5x8 3x4 3x4 5x8 4x6 3x8 9-4-1 9-4-1 17-6-0 8-1-15 25-8-0 8-2-0 35-0-0 9-4-0 -1-4-0 1-4-0 7-9-8 7-9-8 14-4-0 6-6-8 20-8-0 6-4-0 27-2-8 6-6-8 35-0-0 7-9-8 36-4-0 1-4-0 0- 3 - 1 5 5- 1 - 4 0- 3 - 1 5 5- 1 - 4 4.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [6:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.97 0.90 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.70 0.20 (loc) 11 9-11 7 l/defl >999 >597 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3,6-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=143(LC 9) Max Uplift 2=-715(LC 10), 7=-715(LC 10) Max Grav 2=2045(LC 1), 7=2045(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4868/2190, 3-4=-4542/2113, 4-5=-3451/1752, 5-6=-4543/2114, 6-7=-4868/2190 BOT CHORD 2-13=-1924/4559, 11-13=-1402/3401, 9-11=-1402/3401, 7-9=-1924/4559 WEBS 3-13=-675/431, 4-13=-415/1124, 4-11=-134/317, 5-11=-134/317, 5-9=-415/1125, 6-9=-675/430 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-2-0, Interior(1) 2-2-0 to 9-4-10, Exterior(2) 9-4-10 to 25-7-6, Interior(1) 25-7-6 to 32-10-0, Exterior(2) 32-10-0 to 36-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=715, 7=715. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss AH16 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21561322 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:55 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-BpMaygpgfudVHEXjUOJ6D4?66zaMc7PW6JyxDuyU2W6 Scale = 1:64.9 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x8 4x10 MT20HS 6x8 2x4 5x12 6x8 2x4 4x10 MT20HS 3x8 8-6-14 8-6-14 17-6-0 8-11-2 26-3-4 8-9-4 35-0-0 8-8-12 -1-4-0 1-4-0 8-8-12 8-8-12 16-4-0 7-7-4 18-8-0 2-4-0 26-3-4 7-7-4 35-0-0 8-8-12 36-4-0 1-4-0 0- 3 - 1 5 5- 9 - 4 0- 3 - 1 5 5- 9 - 4 4.00 12 Plate Offsets (X,Y)-- [3:0-4-0,Edge], [6:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.89 0.93 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.67 0.21 (loc) 11 9-11 7 l/defl >999 >630 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 161 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3,6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-11, 6-11 REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=-161(LC 8) Max Uplift 2=-715(LC 10), 7=-715(LC 10) Max Grav 2=2045(LC 1), 7=2045(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4805/2040, 3-4=-3259/1532, 4-5=-3102/1569, 5-6=-3259/1532, 6-7=-4805/2040 BOT CHORD 2-13=-1774/4490, 11-13=-1776/4485, 9-11=-1776/4485, 7-9=-1774/4490 WEBS 3-13=0/363, 3-11=-1601/695, 4-11=-182/618, 5-11=-182/618, 6-9=0/363, 6-11=-1601/695 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=35ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-2-0, Interior(1) 2-2-0 to 11-4-10, Exterior(2) 11-4-10 to 23-7-6, Interior(1) 23-7-6 to 32-10-0, Exterior(2) 32-10-0 to 36-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=715, 7=715. 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. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss B Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) T21561323 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:57 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-7BULNMqwBWtDXYh5cpMaIV5RznEs46cpZdR2HmyU2W4 Scale = 1:20.6 1 2 3 4 5 2x4 ST1.5x8 STP 3x8 5x6 2x4 8-4-0 8-4-0 -1-4-0 1-4-0 4-2-0 4-2-0 8-4-0 4-2-0 0- 3 - 1 5 3- 1 - 4 4.00 12 Plate Offsets (X,Y)-- [2:0-8-10,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.93 0.99 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 0.34 -0.01 (loc) 5-8 5-8 5 l/defl >248 >292 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 5=0-4-0 Max Horz 2=183(LC 10) Max Uplift 2=-384(LC 10), 5=-318(LC 10) Max Grav 2=580(LC 1), 5=441(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/851 BOT CHORD 2-5=-1068/720 WEBS 3-5=-754/1119 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 2 and 318 lb uplift at joint 5. 5) 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. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss B1 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T21561324 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:58 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-bO2jairYyp?49hGHAXtpridjMAgRpaZyoHBbqDyU2W3 Scale = 1:21.4 1 2 3 4 5 2x4 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 3x4 2x4 4x4 0-8-0 0-8-0 7-8-0 7-0-0 8-4-0 0-8-0 -1-4-0 1-4-0 4-2-0 4-2-0 8-4-0 4-2-0 0- 3 - 1 5 3- 1 - 4 4.00 12 Plate Offsets (X,Y)-- [2:0-2-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.58 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.01 (loc) 5-8 5-8 5 l/defl >850 >413 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.All bearings 0-8-0. (lb) - Max Horz 2=183(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 5=-160(LC 10), 2=-226(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 5=441(LC 1), 5=441(LC 1), 2=580(LC 1), 2=580(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/473 BOT CHORD 2-5=-637/720 WEBS 3-5=-754/667 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 5 and 226 lb uplift at joint 2. 5) 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. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss B2 Truss Type Jack-Closed Qty 6 Ply 1 Job Reference (optional) T21561325 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:58 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-bO2jairYyp?49hGHAXtpridjMAgRpaZyoHBbqDyU2W3 Scale = 1:19.2 1 2 3 4 5 9 2x4 ST1.5x8 STP 4x4 3x4 2x4 8-4-0 8-4-0 -1-4-0 1-4-0 4-2-0 4-2-0 8-4-0 4-2-0 0- 3 - 1 5 3- 1 - 4 4.00 12 Plate Offsets (X,Y)-- [2:0-2-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.58 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.01 (loc) 5-8 5-8 5 l/defl >850 >413 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 5=Mechanical Max Horz 2=183(LC 10) Max Uplift 2=-226(LC 10), 5=-160(LC 10) Max Grav 2=580(LC 1), 5=441(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/378 BOT CHORD 2-5=-527/720 WEBS 3-5=-754/552 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 3-11-1, Exterior(2) 3-11-1 to 8-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 2 and 160 lb uplift at joint 5. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss BH3 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T21561326 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:20:59 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-3ac5n1sBj77xmrrUjEO2NwAq?a33Y_561xx9MfyU2W2 Scale = 1:18.1 1 2 3 4 6 5 10 11 12 13 14 4x8 ST1.5x8 STP 2x4 2x4 2x4 3x4 3-8-0 3-8-0 8-4-0 4-8-0 -1-4-0 1-4-0 3-8-0 3-8-0 8-4-0 4-8-0 0- 3 - 1 5 1- 6 - 1 0 4.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [3:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.71 0.43 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. REACTIONS. (size)2=0-8-0, 5=Mechanical Max Horz 2=102(LC 8) Max Uplift 2=-396(LC 8), 5=-405(LC 5) Max Grav 2=703(LC 1), 5=659(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1169/684, 4-5=-272/157 BOT CHORD 2-6=-661/1067, 5-6=-680/1093 WEBS 3-6=-166/281, 3-5=-1135/706 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 396 lb uplift at joint 2 and 405 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 217 lb up at 3-8-0, and 64 lb down and 90 lb up at 5-8-12, and 64 lb down and 89 lb up at 7-8-12 on top chord, and 95 lb down and 169 lb up at 3-8-0, and 31 lb down and 68 lb up at 5-8-12, and 37 lb down and 66 lb up at 7-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 5-7=-20 Concentrated Loads (lb) Vert: 3=-84(B) 6=-95(B) 10=-35(B) 12=-59(B) 13=-31(B) 14=-37(B) October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss BH3A Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T21561327 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:21:00 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-YmAT?NtpURGoO?QgHxvHw7i?l_PIHRLFFbgiu5yU2W1 Scale = 1:18.1 1 2 3 4 6 5 10 11 12 13 14 4x8 ST1.5x8 STP 2x4 2x4 2x4 3x4 3-8-0 3-8-0 8-4-0 4-8-0 -1-4-0 1-4-0 3-8-0 3-8-0 8-4-0 4-8-0 0- 3 - 1 5 1- 6 - 1 0 4.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [3:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.71 0.43 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-4-0 Max Horz 2=102(LC 8) Max Uplift 2=-491(LC 8), 5=-459(LC 8) Max Grav 2=703(LC 1), 5=659(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1169/777, 4-5=-272/157 BOT CHORD 2-6=-758/1067, 5-6=-783/1093 WEBS 3-6=-220/281, 3-5=-1135/813 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 491 lb uplift at joint 2 and 459 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 217 lb up at 3-8-0, and 64 lb down and 90 lb up at 5-8-12, and 64 lb down and 89 lb up at 7-8-12 on top chord, and 95 lb down and 169 lb up at 3-8-0, and 31 lb down and 68 lb up at 5-8-12, and 37 lb down and 66 lb up at 7-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 5-7=-20 Concentrated Loads (lb) Vert: 3=-84(F) 6=-95(F) 10=-35(F) 12=-59(F) 13=-31(F) 14=-37(F) October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss BH5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T21561328 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:21:01 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-0zksCjtRFkOe09_srfQWTLFEpOkm0zmOUFQGRYyU2W0 Scale = 1:18.1 1 2 3 4 6 5 10 2x4 ST1.5x8 STP 3x4 2x4 4x8 3x4 5-8-0 5-8-0 8-4-0 2-8-0 -1-4-0 1-4-0 5-8-0 5-8-0 8-4-0 2-8-0 0- 3 - 1 5 2- 2 - 1 0 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.50 0.48 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.10 0.01 (loc) 6-9 6-9 5 l/defl >999 >977 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 5=Mechanical Max Horz 2=138(LC 10) Max Uplift 2=-239(LC 10), 5=-147(LC 10) Max Grav 2=580(LC 1), 5=441(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-527/271 BOT CHORD 2-6=-323/445, 5-6=-326/458 WEBS 3-5=-576/410 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 2 and 147 lb uplift at joint 5. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss BH5A Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T21561329 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:21:02 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-U9HEQ3u3?2WVdJZ3PMxl?YoNPo4WlOLYjv9pz_yU2W? Scale = 1:18.1 1 2 3 4 6 5 10 2x4 ST1.5x8 STP 3x4 2x4 4x8 6x8 5-8-0 5-8-0 8-4-0 2-8-0 -1-4-0 1-4-0 5-8-0 5-8-0 8-4-0 2-8-0 0- 3 - 1 5 2- 2 - 1 0 4.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [3:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.63 0.51 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 0.12 -0.01 (loc) 6-9 6-9 5 l/defl >684 >794 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 5=0-4-0 Max Horz 2=138(LC 10) Max Uplift 2=-397(LC 10), 5=-305(LC 10) Max Grav 2=580(LC 1), 5=441(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-527/725 BOT CHORD 2-6=-764/445, 5-6=-803/458 WEBS 3-6=-506/227, 3-5=-576/1010 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 397 lb uplift at joint 2 and 305 lb uplift at joint 5. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss BH7 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T21561330 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:21:02 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-U9HEQ3u3?2WVdJZ3PMxl?YoPKo2NlPJYjv9pz_yU2W? Scale = 1:19.1 1 2 3 4 5 6 10 11 4x4 ST1.5x8 STP 2x4 4x4 4x8 2x4 8-4-0 8-4-0 -1-4-0 1-4-0 4-2-0 4-2-0 7-8-0 3-6-0 8-4-0 0-8-0 0- 3 - 1 5 2- 1 0 - 1 0 4.00 12 Plate Offsets (X,Y)-- [2:0-2-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.58 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.24 0.01 (loc) 6-9 6-9 6 l/defl >851 >411 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 6=Mechanical Max Horz 2=174(LC 10) Max Uplift 2=-229(LC 10), 6=-157(LC 10) Max Grav 2=580(LC 1), 6=441(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-744/395 BOT CHORD 2-6=-529/698 WEBS 3-6=-702/518 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 3-5-1, Exterior(2) 3-5-1 to 8-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 157 lb uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss BH7A Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T21561331 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:21:03 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-yLrcdPvhmMeMFT8Fy4T_YmKTQBHFUrJhxZvMVQyU2W_ Scale = 1:20.8 1 2 3 4 5 6 4x4 ST1.5x8 STP 2x4 3x8 6x8 2x4 8-4-0 8-4-0 -1-4-0 1-4-0 4-2-0 4-2-0 7-8-0 3-6-0 8-4-0 0-8-0 0- 3 - 1 5 2- 1 0 - 1 0 4.00 12 Plate Offsets (X,Y)-- [2:0-8-10,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.94 0.99 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.40 0.34 -0.01 (loc) 6-9 6-9 6 l/defl >246 >290 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 6=0-4-0 Max Horz 2=174(LC 10) Max Uplift 2=-387(LC 10), 6=-315(LC 10) Max Grav 2=580(LC 1), 6=441(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-744/848 BOT CHORD 2-6=-1046/698 WEBS 3-6=-702/1070 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 lb uplift at joint 2 and 315 lb uplift at joint 6. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss CJ1 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T21561332 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:21:04 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-QYP_rlwJXfmDtcjRWn_D4ztp3bsSDMXrADew0tyU2Vz Scale = 1:6.1 1 2 4 3 2x4 ST1.5x8 STP -1-4-0 1-4-0 1-0-0 1-0-0 0- 3 - 1 5 0- 7 - 1 5 0- 3 - 1 2 0- 7 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.18 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0 Max Horz 2=54(LC 10) Max Uplift 3=-26(LC 1), 2=-185(LC 10) Max Grav 3=53(LC 10), 2=255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 3 and 185 lb uplift at joint 2. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss CJ5 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T21561333 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:21:04 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-QYP_rlwJXfmDtcjRWn_D4ztp3bqsDMXrADew0tyU2Vz Scale = 1:9.4 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 0- 3 - 1 5 1- 3 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.18 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=89(LC 10) Max Uplift 3=-56(LC 10), 2=-222(LC 10), 4=-41(LC 7) Max Grav 3=95(LC 1), 2=309(LC 1), 4=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3, 222 lb uplift at joint 2 and 41 lb uplift at joint 4. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss DGE Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T21561334 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:21:05 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-ukzM25wxIzu4UmIe4VVSdBQuf?8ryov_PtOTZJyU2Vy Scale = 1:43.6 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 3x4 4x8 3x4 4x4 4x8 3x6 3x4 3x4 24-6-0 24-6-0 -1-4-0 1-4-0 1-10-12 1-10-12 1-11-14 0-1-2 12-3-0 10-3-2 22-6-2 10-3-2 22-7-4 0-1-2 24-6-0 1-10-12 25-10-0 1-4-0 0- 3 - 1 5 4- 1 - 4 0- 3 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-4-12,Edge], [12:0-3-8,Edge], [12:0-3-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.28 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.06 -0.01 (loc) 13 13 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-6-0. (lb) - Max Horz 2=-100(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 20, 15 except 2=-164(LC 10), 12=-164(LC 10), 18=-106(LC 10), 21=-230(LC 10), 16=-106(LC 10), 14=-230(LC 10) Max Grav All reactions 250 lb or less at joint(s) 20, 15 except 2=350(LC 19), 12=350(LC 20), 17=395(LC 1), 18=302(LC 19), 21=694(LC 19), 16=302(LC 20), 14=694(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-242/446, 4-5=-89/341, 5-6=-73/397, 6-7=-7/379, 7-8=-7/379, 8-9=-73/397, 9-10=-89/341, 10-12=-242/446 BOT CHORD 2-21=-338/331, 20-21=-338/331, 18-20=-338/331, 17-18=-338/331, 16-17=-338/331, 15-16=-338/331, 14-15=-338/331, 12-14=-338/331 WEBS 7-17=-366/119, 4-21=-521/406, 10-14=-521/406 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 20, 15 except (jt=lb) 2=164, 12=164, 18=106, 21=230, 16=106, 14=230. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss EJ3 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T21561335 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:21:06 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-MwXlFRxa3H0x6wtqeC0hAOy8ePVnhG07eX705lyU2Vx Scale = 1:10.5 1 2 3 4 3x4 ST1.5x8 STP 3-8-0 3-8-0 -1-4-0 1-4-0 3-8-0 3-8-0 0- 3 - 1 5 1- 6 - 1 0 1- 2 - 7 1- 6 - 1 0 4.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.23 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.03 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=101(LC 10) Max Uplift 3=-74(LC 10), 2=-240(LC 10), 4=-51(LC 7) Max Grav 3=125(LC 1), 2=340(LC 1), 4=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=240. October 13,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2475016 Truss HJ3 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T21561336 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Oct 12 20:21:07 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:ff?RVWvDU8?o4TnxWrDyXLyVAZC-q757TnyCqa8ok4S0BwXwicVGWppLQjGHsBtadByU2Vw Scale = 1:13.8 1 2 8 3 9 4 3x4 ST1.5x8 STP ST1.5x8 STP 0-8-0 0-8-0 5-2-4 4-6-4 -1-10-10 1-10-10 5-2-4 5-2-4 0- 3 - 1 2 1- 6 - 7 0- 3 - 1 5 1- 2 - 8 1- 6 - 7 2.83 12 Plate Offsets (X,Y)-- [2:0-5-1,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.42 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 0.00 (loc) 4-7 4-7 2 l/defl >999 >887 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=101(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=-283(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=468(LC 28), 2=442(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=283. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 69 lb up at 4-3-11, and 51 lb down and 69 lb up at 4-3-11 on top chord, and 62 lb down and 55 lb up at 1-5-12, 62 lb down and 55 lb up at 1-5-12, and 17 lb down and 54 lb up at 4-3-11, and 17 lb down and 54 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 4-5=-20 Concentrated Loads (lb) Vert: 7=61(F=30, B=30) 8=-5(F=-3, B=-3) 9=-33(F=-17, B=-17) October 13,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s