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HomeMy WebLinkAboutTrefelner signed truss drawings6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2472775 - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 150 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.2 1 of 1 This package includes 24 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: Trefelner Project Name: 2472775 Model: _ Subdivision: _ Address: _, _ State: FLCity: _ Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: October 21,2020 ORegan, Philip The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 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 T21641032 A Date 10/21/202T21641033A110/21/203T21641034A210/21/204T21641035AH710/21/205T21641036AH7A10/21/206T21641037AH910/21/207T21641038AH9A10/21/208T21641039AH1110/21/209T21641040AH11A10/21/2010T21641041AH1310/21/2011T21641042AH13A10/21/2012T21641043AH1510/21/2013T21641044AH15A10/21/2014T21641045B10/21/2015T21641046BGE10/21/2016T21641047BGR10/21/2017T21641048CJ110/21/2018T21641049CJ310/21/2019T21641050CJ510/21/2020T21641051EJ710/21/2021T21641052HJ710/21/2022T21641053VT110/21/20 No.Seal#Truss Name 23 T21641054 VT2 Date 10/21/2024T21641055VT310/21/20 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 2472775 Truss A Truss Type Common Qty 7 Ply 1 Job Reference (optional) T21641032 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:45 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-XvGWDX?UkhDvkklcbxO7Exhw_sRpOlkfeQMtElyRTrq Scale = 1:60.8 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 24 25 26 27 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x4 3x6 3x4 3x6 3x4 2x4 3x4 3x8 3x4 4x4 3x4 2x4 3x6 3x4 8-6-0 8-6-0 17-0-0 8-6-0 22-8-0 5-8-0 28-4-0 5-8-0 34-0-0 5-8-0 -1-6-0 1-6-0 5-8-0 5-8-0 11-4-0 5-8-0 17-0-0 5-8-0 22-8-0 5-8-0 28-4-0 5-8-0 34-0-0 5-8-0 35-6-0 1-6-0 0- 4 - 1 7- 5 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.41 0.76 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.27 0.05 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 12=0-8-0, 10=0-8-0 Max Horz 2=-164(LC 8) Max Uplift 2=-246(LC 10), 12=-330(LC 10), 10=-137(LC 8) Max Grav 2=1081(LC 1), 12=1546(LC 1), 10=139(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2075/748, 3-5=-1820/666, 5-6=-1044/511, 6-7=-1043/510, 7-9=-920/407, 9-10=-114/581 BOT CHORD 2-17=-561/1889, 15-17=-375/1394, 13-15=-154/792, 12-13=-476/209, 10-12=-476/209 WEBS 3-17=-336/207, 5-17=-45/505, 5-15=-647/298, 6-15=-131/476, 7-15=-28/252, 7-13=-448/230, 9-13=-394/1376, 9-12=-1394/551 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 13-7-3, Exterior(2) 13-7-3 to 20-4-13, Interior(1) 20-4-13 to 32-1-3, Exterior(2) 32-1-3 to 35-6-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=246, 12=330, 10=137. 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 21,2020 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 2472775 Truss A1 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T21641033 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:46 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-?6quQt06V_LmLuKo9fwMm9D5XGn27C_ot46RmByRTrp Scale = 1:60.5 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 23 24 25 26 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x4 3x6 3x4 3x6 3x4 2x4 3x4 3x8 3x4 4x4 3x4 2x4 3x4 3x6 8-6-0 8-6-0 17-0-0 8-6-0 22-8-0 5-8-0 28-4-0 5-8-0 34-0-0 5-8-0 -1-6-0 1-6-0 5-8-0 5-8-0 11-4-0 5-8-0 17-0-0 5-8-0 22-8-0 5-8-0 28-4-0 5-8-0 34-0-0 5-8-0 0- 4 - 1 7- 5 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.42 0.76 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.27 0.05 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 11=0-8-0, 10=0-8-0 Max Horz 2=161(LC 9) Max Uplift 2=-244(LC 10), 11=-350(LC 10), 10=-128(LC 8) Max Grav 2=1081(LC 1), 11=1557(LC 1), 10=47(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2074/741, 3-5=-1819/658, 5-6=-1044/504, 6-7=-1043/502, 7-9=-918/392, 9-10=-140/579 BOT CHORD 2-16=-600/1889, 14-16=-415/1393, 12-14=-184/790, 11-12=-471/178, 10-11=-471/178 WEBS 3-16=-336/207, 5-16=-45/505, 5-14=-647/297, 6-14=-124/475, 7-14=-27/252, 7-12=-448/234, 9-12=-393/1369, 9-11=-1398/582 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 13-7-3, Exterior(2) 13-7-3 to 20-4-13, Interior(1) 20-4-13 to 30-7-3, Exterior(2) 30-7-3 to 34-0-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=244, 11=350, 10=128. 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 21,2020 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 2472775 Truss A2 Truss Type ATTIC Qty 2 Ply 1 Job Reference (optional) T21641034 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:47 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-TIOGeD1kGITdz2v_iMRbJMmCXg9dsbKy6kr_IdyRTro Scale = 1:58.0 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 24 25 26 27 28 3x6 ST1.5x8 STP 4x6 3x6 3x6 6x12 MT20HS WB 3x4 2x4 3x4 2x4 4x6 4x6 2x4 5x8 3x4 2x4 3x8 3- 1 0 - 8 8-0-0 7-8-2 7-8-2 14-0-0 6-3-14 22-0-0 8-0-0 27-4-14 5-4-14 34-0-0 6-7-2 -1-6-0 1-6-0 7-8-2 7-8-2 14-0-0 6-3-14 17-0-0 3-0-0 22-0-0 5-0-0 27-4-14 5-4-14 34-0-0 6-7-2 0- 4 - 1 7- 5 - 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [10:0-4-2,0-1-8], [12:0-2-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.66 0.61 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.46 -0.80 0.10 -0.25 (loc) 11-12 11-12 10 12-13 l/defl >894 >508 n/a 393 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 185 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 12-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-13: 2x4 SP No.1, 7-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 2 Rows at 1/3 pts 16-17 REACTIONS. (size)2=0-8-0, 10=Mechanical Max Horz 2=161(LC 9) Max Uplift 2=-147(LC 10), 10=-70(LC 10) Max Grav 2=1621(LC 16), 10=1586(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3355/545, 3-5=-2961/433, 5-6=-2798/486, 6-7=-3247/577, 7-9=-3030/427, 9-10=-3616/602 BOT CHORD 2-15=-399/3161, 13-15=-399/3166, 12-13=-196/2766, 11-12=-471/3288, 10-11=-471/3288 WEBS 3-13=-660/245, 13-16=-37/880, 5-16=-276/152, 16-17=-1502/198, 12-17=-1/587, 7-17=-365/194, 9-12=-738/303, 9-11=0/284, 6-16=-189/1753, 6-17=-277/1985 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 1-10-2, Interior(1) 1-10-2 to 13-7-3, Exterior(2) 13-7-3 to 20-4-13, Interior(1) 20-4-13 to 30-7-3, Exterior(2) 30-7-3 to 34-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.0lb AC unit load placed on the top chord, 17-0-0 from left end, supported at two points, 5-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 16-17; Wall dead load (5.0psf) on member(s).13-16, 12-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=147. 11) 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. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. October 21,2020 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 2472775 Truss AH7 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T21641035 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:58 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-ePYQyzAeggs3okF6sA7AGhj1J5rRxfDZey03BUyRTrd Scale = 1:61.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 4x6 ST1.5x8 STP ST1.5x8 STP 3x6 4x6 3x6 5x8 WB3x4 3x4 3x4 3x4 3x4 5x8 WB 3x6 7-0-0 7-0-0 17-0-0 10-0-0 27-0-0 10-0-0 34-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 13-8-0 6-8-0 20-4-0 6-8-0 27-0-0 6-8-0 34-0-0 7-0-0 35-6-0 1-6-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.94 0.85 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.72 0.15 (loc) 10-12 10-12 8 l/defl >999 >564 n/a L/d 240 180 n/a PLATES MT20 Weight: 304 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 11-13: 2x4 SP M 31 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 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-75(LC 6) Max Uplift 2=-489(LC 8), 8=-515(LC 8) Max Grav 2=2572(LC 1), 8=2613(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5892/962, 3-4=-5457/927, 4-6=-8108/1342, 6-7=-5551/987, 7-8=-5995/1028 BOT CHORD 2-14=-797/5374, 12-14=-1338/7791, 10-12=-1359/7823, 8-10=-858/5469 WEBS 3-14=-118/1707, 4-14=-2652/588, 4-12=0/658, 6-12=0/647, 6-10=-2570/545, 7-10=-99/1672 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=489, 8=515. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb down and 95 lb up at 7-0-0, 113 lb down and 91 lb up at 9-0-12, 113 lb down and 91 lb up at 11-0-12, 113 lb down and 91 lb up at 13-0-12, 113 lb down and 91 lb up at 15-0-12, 113 lb down and 91 lb up at 17-0-0, 113 lb down and 91 lb up at 18-11-4, 113 lb down and 91 lb up at 20-11-4, 113 lb down and 91 lb up at 22-11-4, and 113 lb down and 91 lb up at 24-11-4, and 230 lb down and 200 lb up at 27-0-0 on top chord, and 326 lb down and 24 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-0, 81 lb down at 18-11-4, 81 lb down at 20-11-4, 81 lb down at 22-11-4, and 81 lb down at 24-11-4, and 326 lb down and 24 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 October 21,2020 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 2472775 Truss AH7 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T21641035 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:58 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-ePYQyzAeggs3okF6sA7AGhj1J5rRxfDZey03BUyRTrd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 15-18=-20 Concentrated Loads (lb) Vert: 3=-113(F) 5=-113(F) 7=-182(F) 14=-326(F) 12=-60(F) 10=-326(F) 21=-113(F) 22=-113(F) 23=-113(F) 24=-113(F) 25=-113(F) 26=-113(F) 27=-113(F) 28=-113(F) 29=-60(F) 30=-60(F) 31=-60(F) 32=-60(F) 33=-60(F) 34=-60(F) 35=-60(F) 36=-60(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2472775 Truss AH7A Truss Type HALF HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T21641036 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:00 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-aogBMfBuCI6m12PUzbAeL6oMAvWsPX9s5GVAGNyRTrb Scale = 1:59.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5x6 ST1.5x8 STP 3x6 3x4 3x6 4x4 5x6 WB3x4 3x4 3x4 3x4 3x4 4x6 5x6 WB 7-0-0 7-0-0 16-0-0 9-0-0 25-0-0 9-0-0 34-0-0 9-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 13-9-0 6-9-0 20-6-0 6-9-0 27-3-0 6-9-0 34-0-0 6-9-0 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.92 0.92 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.70 0.16 (loc) 10-12 12-14 9 l/defl >999 >582 n/a L/d 240 180 n/a PLATES MT20 Weight: 324 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=124(LC 8) Max Uplift 9=-499(LC 8), 2=-512(LC 8) Max Grav 9=2764(LC 1), 2=2591(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5940/1020, 3-4=-5337/970, 4-5=-7912/1357, 5-7=-6115/1019, 8-9=-347/151 BOT CHORD 2-14=-975/5418, 12-14=-1468/7735, 10-12=-1434/7564, 9-10=-966/5036 WEBS 3-14=-95/1646, 4-14=-2688/542, 4-12=0/545, 5-12=0/565, 5-10=-1735/497, 7-10=-87/1784, 7-9=-5390/1050 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=499, 2=512. Continued on page 2 October 21,2020 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 2472775 Truss AH7A Truss Type HALF HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T21641036 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:00 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-aogBMfBuCI6m12PUzbAeL6oMAvWsPX9s5GVAGNyRTrb NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 230 lb down and 200 lb up at 7-0-0, 113 lb down and 91 lb up at 9-0-12, 113 lb down and 91 lb up at 11-0-12, 113 lb down and 91 lb up at 13-0-12, 113 lb down and 91 lb up at 15-0-12, 113 lb down and 91 lb up at 17-0-12, 113 lb down and 91 lb up at 19-0-12, 113 lb down and 91 lb up at 21-0-12, 113 lb down and 91 lb up at 23-0-12, 113 lb down and 91 lb up at 25-0-12, 113 lb down and 91 lb up at 27-0-12, 113 lb down and 91 lb up at 29-0-12, and 113 lb down and 91 lb up at 31-0-12, and 119 lb down and 90 lb up at 33-0-12 on top chord, and 326 lb down and 24 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 19-0-12, 81 lb down at 21-0-12, 81 lb down at 23-0-12, 81 lb down at 25-0-12, 81 lb down at 27-0-12, 81 lb down at 29-0-12, and 81 lb down at 31-0-12, and 85 lb down at 33-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 9-15=-20 Concentrated Loads (lb) Vert: 3=-182(B) 6=-113(B) 14=-326(B) 10=-60(B) 7=-113(B) 18=-113(B) 19=-113(B) 20=-113(B) 22=-113(B) 23=-113(B) 24=-113(B) 25=-113(B) 26=-113(B) 28=-113(B) 29=-113(B) 30=-119(B) 31=-60(B) 32=-60(B) 33=-60(B) 34=-60(B) 35=-60(B) 36=-60(B) 37=-60(B) 38=-60(B) 39=-60(B) 40=-60(B) 41=-60(B) 42=-62(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 2472775 Truss AH9 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21641037 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-XBoxnLD8kvMUGMYt50C6QXuldjCAtUV9Ya_HKGyRTrZ Scale = 1:61.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 27 28 4x8 ST1.5x8 STP ST1.5x8 STP 4x8 4x4 3x6 3x4 2x4 3x8 2x4 3x4 2x4 3x6 4x4 9-0-0 9-0-0 17-0-0 8-0-0 25-0-0 8-0-0 34-0-0 9-0-0 -1-6-0 1-6-0 5-11-13 5-11-13 9-0-0 3-0-3 17-0-0 8-0-0 25-0-0 8-0-0 28-0-3 3-0-3 34-0-0 5-11-13 35-6-0 1-6-0 0- 4 - 1 4- 1 - 1 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [6:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.73 0.86 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.46 0.12 (loc) 12 12-14 8 l/defl >999 >895 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=93(LC 9) Max Uplift 2=-290(LC 10), 8=-290(LC 10) Max Grav 2=1339(LC 1), 8=1339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2681/1190, 3-4=-2452/1096, 4-5=-2909/1340, 5-6=-2909/1340, 6-7=-2452/1096, 7-8=-2681/1190 BOT CHORD 2-14=-960/2442, 12-14=-798/2248, 10-12=-798/2248, 8-10=-960/2442 WEBS 3-14=-266/204, 4-14=-40/428, 4-12=-318/842, 5-12=-487/350, 6-12=-318/842, 6-10=-40/428, 7-10=-267/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 4-2-5, Exterior(2) 4-2-5 to 13-9-11, Interior(1) 13-9-11 to 20-2-5, Exterior(2) 20-2-5 to 29-9-11, Interior(1) 29-9-11 to 32-1-3, Exterior(2) 32-1-3 to 35-6-0 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=290, 8=290. 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 21,2020 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 2472775 Truss AH9A Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T21641038 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:03 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-?NLJ?hDmVDULuV73ejjLzkQ_p6Y8ct7InEjqtiyRTrY Scale = 1:59.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 22 23 24 25 4x6 ST1.5x8 STP 3x6 3x4 6x8 4x4 4x6 3x8 2x4 3x4 3x4 3x4 3x4 4x4 4x6 9-0-0 9-0-0 17-4-0 8-4-0 25-8-0 8-4-0 34-0-0 8-4-0 -1-6-0 1-6-0 5-11-13 5-11-13 9-0-0 3-0-3 15-3-0 6-3-0 21-6-0 6-3-0 27-9-0 6-3-0 34-0-0 6-3-0 0- 4 - 1 4- 1 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.88 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.43 0.13 (loc) 13 11-13 10 l/defl >999 >951 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 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. WEBS 1 Row at midpt 8-10 REACTIONS. (size)10=Mechanical, 2=0-8-0 Max Horz 2=151(LC 10) Max Uplift 10=-234(LC 10), 2=-284(LC 10) Max Grav 10=1251(LC 1), 2=1335(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2674/1105, 3-4=-2437/1004, 4-5=-2241/968, 5-7=-2791/1110, 7-8=-2058/774 BOT CHORD 2-15=-1136/2436, 13-15=-1179/2798, 11-13=-1059/2605, 10-11=-682/1690 WEBS 3-15=-282/218, 4-15=-177/697, 5-15=-747/248, 7-13=-69/293, 7-11=-740/385, 8-11=-191/766, 8-10=-1941/793 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 4-2-5, Exterior(2) 4-2-5 to 13-9-11, Interior(1) 13-9-11 to 30-5-7, Exterior(2) 30-5-7 to 33-10-4 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=234, 2=284. 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 21,2020 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 2472775 Truss AH11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21641039 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:49 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-PhV03u3_ovjKCM3NqnT3OnrdjTntKg7EZ2K5NWyRTrm Scale = 1:61.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 27 28 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 4x4 3x6 3x4 2x4 3x8 2x4 3x4 2x4 3x6 4x4 8-6-0 8-6-0 17-0-0 8-6-0 25-6-0 8-6-0 34-0-0 8-6-0 -1-6-0 1-6-0 5-6-0 5-6-0 11-0-0 5-6-0 17-0-0 6-0-0 23-0-0 6-0-0 28-6-0 5-6-0 34-0-0 5-6-0 35-6-0 1-6-0 0- 4 - 1 4- 1 1 - 1 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [6:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.36 0.82 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.41 0.12 (loc) 12 12-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-111(LC 8) Max Uplift 2=-290(LC 10), 8=-290(LC 10) Max Grav 2=1339(LC 1), 8=1339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2740/1209, 3-4=-2473/1089, 4-5=-2359/1140, 5-6=-2359/1140, 6-7=-2473/1089, 7-8=-2740/1209 BOT CHORD 2-14=-989/2503, 12-14=-740/2024, 10-12=-740/2024, 8-10=-989/2503 WEBS 3-14=-344/263, 4-14=-74/477, 4-12=-141/550, 5-12=-355/254, 6-12=-141/550, 6-10=-74/477, 7-10=-344/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 6-2-5, Exterior(2) 6-2-5 to 15-9-11, Interior(1) 15-9-11 to 18-2-5, Exterior(2) 18-2-5 to 27-9-11, Interior(1) 27-9-11 to 32-1-3, Exterior(2) 32-1-3 to 35-6-0 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=290, 8=290. 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 21,2020 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 2472775 Truss AH11A Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21641040 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:50 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-tt3PGE3cYDrBqWeZOV_Ix?OoPt7137MOoi4evyyRTrl Scale = 1:59.6 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 25 26 27 5x6 ST1.5x8 STP 5x6 4x4 4x4 3x6 3x4 2x4 3x8 2x4 3x4 2x4 3x6 8-6-0 8-6-0 17-0-0 8-6-0 25-6-0 8-6-0 34-0-0 8-6-0 -1-6-0 1-6-0 5-6-0 5-6-0 11-0-0 5-6-0 17-0-0 6-0-0 23-0-0 6-0-0 28-6-0 5-6-0 34-0-0 5-6-0 0- 4 - 1 4- 1 1 - 1 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [4:0-3-0,0-2-4], [6:0-3-0,0-2-4], [8:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.36 0.82 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.41 0.12 (loc) 11 11-13 8 l/defl >999 >996 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)8=Mechanical, 2=0-8-0 Max Horz 2=108(LC 9) Max Uplift 8=-228(LC 10), 2=-292(LC 10) Max Grav 8=1256(LC 1), 2=1341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2745/1222, 3-4=-2478/1103, 4-5=-2365/1160, 5-6=-2365/1160, 6-7=-2490/1140, 7-8=-2764/1280 BOT CHORD 2-13=-1048/2508, 11-13=-799/2028, 9-11=-814/2033, 8-9=-1112/2528 WEBS 3-13=-344/263, 4-13=-74/477, 4-11=-149/552, 5-11=-356/255, 6-11=-131/549, 6-9=-110/480, 7-9=-356/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 6-2-5, Exterior(2) 6-2-5 to 15-9-11, Interior(1) 15-9-11 to 18-2-5, Exterior(2) 18-2-5 to 27-9-11, Interior(1) 27-9-11 to 30-7-3, Exterior(2) 30-7-3 to 34-0-0 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=228, 2=292. 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 21,2020 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 2472775 Truss AH13 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21641041 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:51 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-L3dnUa4FJX_2SfDmxCVXTCwunHTwoVFX0MpCSOyRTrk Scale = 1:61.9 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 25 26 27 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 4x4 3x6 3x4 2x4 3x10 3x4 2x4 3x6 3x4 10-6-0 10-6-0 21-0-0 10-6-0 28-4-0 7-4-0 34-0-0 5-8-0 -1-6-0 1-6-0 6-6-0 6-6-0 13-0-0 6-6-0 21-0-0 8-0-0 28-4-0 7-4-0 34-0-0 5-8-0 35-6-0 1-6-0 0- 4 - 1 5- 9 - 1 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.64 0.78 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.47 0.04 (loc) 11-13 11-13 9 l/defl >999 >731 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 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. WEBS 1 Row at midpt 4-11 REACTIONS. (size)2=0-8-0, 9=0-8-0, 7=0-8-0 Max Horz 2=-128(LC 8) Max Uplift 2=-247(LC 10), 9=-326(LC 10), 7=-138(LC 10) Max Grav 2=1093(LC 1), 9=1473(LC 1), 7=162(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2044/907, 3-4=-1693/752, 4-5=-963/572, 5-6=-1122/547, 6-7=-110/414 BOT CHORD 2-13=-702/1896, 11-13=-412/1302, 9-11=-319/198, 7-9=-319/198 WEBS 3-13=-432/311, 4-13=-68/587, 4-11=-465/198, 6-11=-474/1336, 6-9=-1325/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 8-2-5, Exterior(2) 8-2-5 to 25-9-11, Interior(1) 25-9-11 to 32-1-3, Exterior(2) 32-1-3 to 35-6-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=247, 9=326, 7=138. 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 21,2020 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 2472775 Truss AH13A Truss Type ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) T21641042 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:52 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-pGB9hw5t4q6v3pnyVw0m0QT3uhomXs?hF0Zl_ryRTrj Scale = 1:59.6 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 23 24 25 26 27 28 29 30 31 5x6 ST1.5x8 STP 5x6 4x4 3x4 4x6 2x4 3x4 2x4 3x4 5x8 3x4 2x4 4x4 4x4 2x4 3- 1 0 - 8 8-0-0 6-6-0 6-6-0 13-0-0 6-6-0 14-0-0 1-0-0 20-9-12 6-9-12 21-0-0 0-2-4 27-6-0 6-6-0 34-0-0 6-6-0 -1-6-0 1-6-0 6-6-0 6-6-0 13-0-0 6-6-0 14-0-0 1-0-0 20-9-12 6-9-12 21-0-0 0-2-4 27-6-0 6-6-0 34-0-0 6-6-0 0- 4 - 1 5- 9 - 1 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [4:0-3-0,0-2-4], [9:0-1-6,Edge], [11:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.68 0.87 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.51 0.11 (loc) 12-14 12-14 9 l/defl >999 >801 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-13: 2x6 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 15-16 REACTIONS. (size)9=Mechanical, 2=0-8-0 Max Horz 2=126(LC 9) Max Uplift 9=-168(LC 10), 2=-232(LC 10) Max Grav 9=1329(LC 16), 2=1401(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2870/986, 3-4=-2921/1122, 4-5=-2155/846, 5-6=-2145/792, 6-7=-2441/982, 7-8=-2408/865, 8-9=-2931/1045 BOT CHORD 2-14=-823/2697, 12-14=-563/2141, 11-12=-591/2202, 10-11=-883/2668, 9-10=-883/2668 WEBS 3-14=-369/297, 12-15=-639/130, 5-15=-644/145, 8-11=-646/320, 15-16=-552/169, 11-16=-55/501, 4-14=-340/812, 4-12=-66/877, 6-15=-96/640, 6-16=-321/780 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 8-2-5, Exterior(2) 8-2-5 to 25-9-11, Interior(1) 25-9-11 to 30-7-3, Exterior(2) 30-7-3 to 34-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.0lb AC unit load placed on the top chord, 17-0-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=168, 2=232. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. October 21,2020 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 2472775 Truss AH15 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T21641043 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:53 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-ISlXuG6Vr8EmhzM83dY?Zd0HL480GR7qUgIJWHyRTri Scale = 1:63.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 23 24 25 26 27 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 4x4 3x6 4x4 3x6 3x4 2x4 3x8 3x6 3x4 2x4 3x6 3x4 9-5-5 9-5-5 19-0-0 9-6-11 28-4-0 9-4-0 34-0-0 5-8-0 -1-6-0 1-6-0 7-6-0 7-6-0 15-0-0 7-6-0 19-0-0 4-0-0 23-8-0 4-8-0 28-4-0 4-8-0 34-0-0 5-8-0 35-6-0 1-6-0 0- 4 - 1 6- 7 - 1 0- 4 - 1 6- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.51 0.87 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.43 0.05 (loc) 14-16 14-16 12 l/defl >999 >797 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 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 7-12 REACTIONS. (size)2=0-8-0, 12=0-8-0, 10=0-8-0 Max Horz 2=-146(LC 8) Max Uplift 2=-246(LC 10), 12=-328(LC 10), 10=-136(LC 10) Max Grav 2=1084(LC 1), 12=1530(LC 1), 10=135(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1991/831, 3-5=-1787/798, 5-6=-935/559, 6-7=-1060/554, 7-9=-61/542, 9-10=-166/537 BOT CHORD 2-16=-627/1867, 14-16=-296/1099, 12-14=-197/681, 10-12=-434/257 WEBS 3-16=-434/319, 5-16=-237/814, 5-14=-328/176, 7-14=-8/409, 7-12=-1522/620, 9-12=-305/235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 10-2-5, Exterior(2) 10-2-5 to 23-8-0, Interior(1) 23-8-0 to 32-1-3, Exterior(2) 32-1-3 to 35-6-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=246, 12=328, 10=136. 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 21,2020 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 2472775 Truss AH15A Truss Type Attic Qty 1 Ply 1 Job Reference (optional) T21641044 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:41:54 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-meJv6c67cSMdJ7xKdK3E5rYPRUYr?le_jK2s2jyRTrh Scale = 1:60.7 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 25 26 27 28 29 30 3x6 ST1.5x8 STP 5x6 5x8 3x6 3x6 6x12 MT20HS WB 3x4 2x4 3x4 2x4 4x12 4x6 2x4 5x8 3x4 2x4 3x8 3- 1 0 - 8 8-0-0 7-6-0 7-6-0 15-0-0 7-6-0 15-4-4 0-4-4 19-0-0 3-7-12 22-0-0 3-0-0 27-4-14 5-4-14 34-0-0 6-7-2 -1-6-0 1-6-0 7-6-0 7-6-0 15-0-0 7-6-0 15-4-4 0-4-4 19-0-0 3-7-12 22-0-0 3-0-0 27-4-14 5-4-14 34-0-0 6-7-2 0- 4 - 1 6- 7 - 1 0- 4 - 1 6- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [7:0-4-0,0-1-13], [11:0-4-2,0-1-8], [13:0-2-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.68 0.64 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.47 -0.83 0.10 -0.23 (loc) 12-13 12-13 11 13-14 l/defl >873 >490 n/a 416 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 186 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 13-15: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP No.1, 8-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 17-18 REACTIONS. (size)2=0-8-0, 11=Mechanical Max Horz 2=144(LC 9) Max Uplift 2=-149(LC 10), 11=-71(LC 10) Max Grav 2=1622(LC 16), 11=1588(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3353/682, 3-5=-2976/557, 5-6=-2694/556, 6-7=-2000/381, 7-8=-3425/714, 8-10=-3003/553, 10-11=-3632/733 BOT CHORD 2-16=-530/3146, 14-16=-530/3151, 13-14=-307/2697, 12-13=-592/3305, 11-12=-592/3305 WEBS 3-14=-628/260, 14-17=-32/873, 5-17=-497/299, 17-18=-995/192, 13-18=-12/604, 8-18=-269/205, 10-13=-765/313, 10-12=0/289, 7-17=-68/437, 7-18=-296/1714, 6-17=-265/1235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 1-10-2, Interior(1) 1-10-2 to 10-2-5, Exterior(2) 10-2-5 to 23-9-11, Interior(1) 23-9-11 to 30-7-3, Exterior(2) 30-7-3 to 34-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.0lb AC unit load placed on the top chord, 17-0-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 17-18; Wall dead load (5.0psf) on member(s).14-17, 13-18 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=149. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.October 21,2020 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 2472775 Truss B Truss Type Common Qty 3 Ply 1 Job Reference (optional) T21641045 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:04 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-TZvhC1EOFWcCWfiFCREaVyz91Ws5LSUS0tTOP8yRTrX Scale = 1:37.9 1 2 3 4 5 6 7 8 15 16 17 18 4x4 ST1.5x8 STP ST1.5x8 STP 5x8 4x4 2x4 2x4 4x4 10-4-0 10-4-0 20-8-0 10-4-0 -1-6-0 1-6-0 6-0-7 6-0-7 10-4-0 4-3-8 14-7-8 4-3-8 20-8-0 6-0-7 22-2-0 1-6-0 0- 4 - 1 4- 7 - 1 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,Edge], [8:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.48 0.96 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.38 0.04 (loc) 8-11 8-11 6 l/defl >999 >647 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-93(LC 8) Max Uplift 2=-200(LC 10), 6=-200(LC 10) Max Grav 2=846(LC 1), 6=846(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1428/572, 3-4=-1089/441, 4-5=-1089/441, 5-6=-1428/572 BOT CHORD 2-8=-396/1293, 6-8=-396/1293 WEBS 4-8=-126/610, 5-8=-401/236, 3-8=-401/236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-4-0, Exterior(2) 7-4-0 to 13-4-0, Interior(1) 13-4-0 to 19-2-0, Exterior(2) 19-2-0 to 22-2-0 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=200, 6=200. 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 21,2020 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 2472775 Truss BGE Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T21641046 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:05 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-xmT4QMF10qk37pHSm8lp29WPewPJ4yRbFXCxxayRTrW Scale = 1:37.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 4x4 3x4 3x6 3x4 20-8-0 20-8-0 -1-6-0 1-6-0 10-4-0 10-4-0 20-8-0 10-4-0 22-2-0 1-6-0 0- 4 - 1 4- 7 - 1 1 0- 4 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.13 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-8-0. (lb) - Max Horz 2=93(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 19, 14, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 17, 18, 14, 13, 10 except 19=298(LC 19), 12=298(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; 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) 2, 17, 18, 19, 14, 13, 12, 10. October 21,2020 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 2472775 Truss BGR Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) T21641047 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:07 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-t8bqq2GHYR?nN7RqtZoH7abZYkyNYg6uirh20TyRTrU Scale = 1:36.7 1 2 3 4 5 6 7 8 14 13 12 11 10 919202122 23 4x6 ST1.5x8 STP ST1.5x8 STP 6x12 MT20HS4x12 6x12 MT20HS 8x10 4x6 6x8 4x4 3x10 3x8 7x8 3x4 2x4 3-5-5 3-5-5 6-10-11 3-5-5 10-4-0 3-5-5 13-9-5 3-5-5 17-2-11 3-5-5 20-8-0 3-5-5 -1-6-0 1-6-0 3-5-5 3-5-5 6-10-11 3-5-5 10-4-0 3-5-5 13-9-5 3-5-5 17-2-11 3-5-5 20-8-0 3-5-5 0- 4 - 1 4- 7 - 1 2 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-5], [8:0-5-5,Edge], [10:0-3-8,0-4-4], [11:0-5-0,0-4-12], [13:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.91 0.73 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.43 0.11 (loc) 10-11 10-11 8 l/defl >999 >571 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 247 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-8: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=92(LC 7) Max Uplift 8=-896(LC 8), 2=-905(LC 8) Max Grav 8=7175(LC 1), 2=5141(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12502/2052, 3-4=-12605/2104, 4-5=-9725/1593, 5-6=-9727/1594, 6-7=-13111/1915, 7-8=-16317/2118 BOT CHORD 2-14=-1861/11518, 13-14=-1861/11518, 11-13=-1871/11618, 10-11=-1696/12090, 9-10=-1926/15062, 8-9=-1926/15062 WEBS 5-11=-1140/7230, 6-11=-4051/446, 6-10=-320/3665, 7-10=-3218/247, 7-9=-100/2302, 4-11=-3440/671, 4-13=-536/3101, 3-13=-281/250 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-13 2x4 - 1 row at 0-3-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=896, 2=905. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2743 lb down and 519 lb up at 7-1-8, 1231 lb down and 254 lb up at 9-0-12, 1236 lb down and 248 lb up at 11-0-12, 1296 lb down and 188 lb up at 13-0-12, 1411 lb down and 107 lb up at 15-0-12, and 1404 lb down and 108 lb up at 17-0-12, and 1404 lb down and 108 lb up at 19-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 October 21,2020 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 2472775 Truss BGR Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) T21641047 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:07 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-t8bqq2GHYR?nN7RqtZoH7abZYkyNYg6uirh20TyRTrU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 9=-1399(F) 13=-2743(F) 19=-1231(F) 20=-1236(F) 21=-1296(F) 22=-1401(F) 23=-1399(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2472775 Truss CJ1 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T21641048 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:08 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-LL9C2OHvJl7e_H01RHJWgo8ws7SYHJ61xVRbYvyRTrT Scale = 1:7.1 1 2 4 3 2x4 ST1.5x8 STP -1-6-0 1-6-0 1-0-0 1-0-0 0- 4 - 1 0- 9 - 1 0- 4 - 1 0 0- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.17 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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=44(LC 10) Max Uplift 3=-25(LC 1), 2=-119(LC 10) Max Grav 3=45(LC 10), 2=179(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=119. October 21,2020 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 2472775 Truss CJ3 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T21641049 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:08 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-LL9C2OHvJl7e_H01RHJWgo8ws7R?HJ61xVRbYvyRTrT Scale = 1:11.3 1 2 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0- 4 - 1 1- 7 - 1 1- 2 - 1 0 1- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.17 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -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: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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=70(LC 10) Max Uplift 3=-22(LC 10), 2=-90(LC 10) Max Grav 3=59(LC 1), 2=210(LC 1), 4=49(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) 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, 2. October 21,2020 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 2472775 Truss CJ5 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T21641050 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:09 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-qXjaFkIX43FVcQbD?_qlC?g4JXlr0mLB99A94MyRTrS Scale = 1:15.4 1 2 3 4 2x4 ST1.5x8 STP 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-2,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.25 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=96(LC 10) Max Uplift 3=-50(LC 10), 2=-91(LC 10) Max Grav 3=114(LC 1), 2=276(LC 1), 4=86(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) 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, 2. 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 21,2020 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 2472775 Truss EJ7 Truss Type Jack-Open Qty 25 Ply 1 Job Reference (optional) T21641051 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:10 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-IjHzT4J9rMNMEaAPZiL_lDDAWx19lDbKOpwidoyRTrR Scale = 1:19.9 1 2 8 9 3 43x4 ST1.5x8 STP 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0- 4 - 1 3- 3 - 1 2- 1 0 - 1 0 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.54 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.19 0.00 (loc) 4-7 4-7 2 l/defl >805 >428 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-76(LC 10), 2=-96(LC 10) Max Grav 3=168(LC 1), 2=346(LC 1), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-8-5, Exterior(2) 2-8-5 to 6-11-4 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 100 lb uplift at joint(s) 3, 2. 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 21,2020 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 2472775 Truss HJ7 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T21641052 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:11 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-mwqLgQKocgVDrkkc6PsDHQmGqLH2UbCUdTfF9EyRTrQ Scale = 1:22.7 1 2 3 6 10 4 11 12 13 53x8 ST1.5x8 STP ST1.5x8 STP 3x4 2x4 0-8-0 0-8-0 9-10-13 9-2-13 -2-1-7 2-1-7 4-11-6 4-11-6 9-10-13 4-11-6 0- 3 - 1 3 3- 2 - 1 3 0- 4 - 1 2- 1 0 - 1 2 3- 2 - 1 3 3.54 12 Plate Offsets (X,Y)-- [2:0-1-10,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.89 0.88 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.54 0.01 (loc) 6-9 6-9 5 l/defl >432 >219 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 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=123(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 2=-176(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=487(LC 28), 2=482(LC 1), 5=299(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-797/181 BOT CHORD 2-6=-232/767 WEBS 3-6=-792/239 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); 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) 4, 5 except (jt=lb) 2=176. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 36 lb up at 4-3-11, 63 lb down and 36 lb up at 4-3-11, and 87 lb down and 72 lb up at 7-1-10, and 87 lb down and 72 lb up at 7-1-10 on top chord, and 43 lb down and 58 lb up at 1-5-12, 43 lb down and 58 lb up at 1-5-12, 18 lb down at 4-3-11, 18 lb down at 4-3-11, and 34 lb down at 7-1-10, and 34 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 10=-74(F=-37, B=-37) 11=57(F=28, B=28) 12=-7(F=-4, B=-4) 13=-56(F=-28, B=-28) October 21,2020 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 2472775 Truss VT1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T21641053 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:12 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-E6OjumKQN_d3TuJog6NSqeIcYlnMD6Vds7PphgyRTrP Scale = 1:21.4 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 8-4-0 8-4-0 0- 0 - 4 3- 5 - 1 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.23 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-3-6, 4=8-3-6, 5=8-3-6 Max Horz 1=99(LC 10) Max Uplift 4=-28(LC 10), 5=-89(LC 10) Max Grav 1=97(LC 1), 4=109(LC 1), 5=344(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-251/343 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. October 21,2020 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 2472775 Truss VT2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T21641054 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:12 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-E6OjumKQN_d3TuJog6NSqeIWhllBD75ds7PphgyRTrP Scale = 1:16.4 1 2 3 2x4 2x4 2x4 6-4-0 6-4-0 0- 0 - 4 2- 7 - 1 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.56 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-3-6, 3=6-3-6 Max Horz 1=73(LC 10) Max Uplift 1=-22(LC 10), 3=-52(LC 10) Max Grav 1=201(LC 1), 3=201(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 21,2020 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 2472775 Truss VT3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T21641055 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Oct 20 15:42:13 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:wvX46q8r9P?onWXchO2suByb32r-iIy556L28Hlw52u_EqvhNrrmt87byaLn4n9MD7yRTrO Scale = 1:11.8 1 2 3 2x4 2x4 2x4 4-4-0 4-4-0 0- 0 - 4 1- 9 - 1 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.22 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-3-6, 3=4-3-6 Max Horz 1=46(LC 10) Max Uplift 1=-14(LC 10), 3=-33(LC 10) Max Grav 1=127(LC 1), 3=127(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. October 21,2020 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