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HomeMy WebLinkAboutRevised truss sheets6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2472775 - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 160 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: November 30,2020 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-Jacksonville. 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 T22012172 A Date 11/30/202T22012173A111/30/203T22012174A211/30/204T22012175AH711/30/205T22012176AH7A11/30/206T22012177AH911/30/207T22012178AH9A11/30/208T22012179AH1111/30/209T22012180AH11A11/30/2010T22012181AH1311/30/2011T22012182AH13A11/30/2012T22012183AH1511/30/2013T22012184AH15A11/30/2014T22012185B11/30/2015T22012186BGE11/30/2016T22012187BGR11/30/2017T22012188CJ111/30/2018T22012189CJ311/30/2019T22012190CJ511/30/2020T22012191EJ711/30/2021T22012192HJ711/30/2022T22012193VT111/30/20 No.Seal#Truss Name 23 T22012194 VT2 Date 11/30/2024T22012195VT311/30/20 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) T22012172 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:33 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-rhyyRNdqLIzW5r0oFB6xAmwUmUfPd4jEnfZjnDyF39i Scale = 1:61.6 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 0-4-17-5-10-4-15.00 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=165(LC 9) Max Uplift 2=-316(LC 10), 12=-429(LC 10), 10=-154(LC 10) 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=-2075/899, 3-5=-1820/800, 5-6=-1044/600, 6-7=-1043/599, 7-9=-920/480, 9-10=-144/581 BOT CHORD 2-17=-686/1889, 15-17=-461/1394, 13-15=-195/792, 12-13=-476/250, 10-12=-476/250 WEBS 3-17=-336/242, 5-17=-69/505, 5-15=-647/353, 6-15=-165/476, 7-15=-30/252, 7-13=-448/268, 9-13=-482/1376, 9-12=-1394/659 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=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 14-0-0, Exterior(2) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 32-6-0, Exterior(2) 32-6-0 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 316 lb uplift at joint 2, 429 lb uplift at joint 12 and 154 lb uplift at joint 10. 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. November 30,2020 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) T22012173 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:35 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-o44is3f4tvDEK9AANc9PFB?q3IKt5_CXEz2ps6yF39g 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 4x6 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 0-4-17-5-10-4-15.00 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=164(LC 9) Max Uplift 2=-314(LC 10), 11=-452(LC 10), 10=-136(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=-2074/890, 3-5=-1819/791, 5-6=-1044/592, 6-7=-1043/590, 7-9=-918/463, 9-10=-174/579 BOT CHORD 2-16=-731/1889, 14-16=-505/1393, 12-14=-229/790, 11-12=-471/215, 10-11=-471/215 WEBS 3-16=-336/242, 5-16=-69/505, 5-14=-647/352, 6-14=-157/475, 7-14=-29/252, 7-12=-448/273, 9-12=-482/1369, 9-11=-1398/691 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=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 14-0-0, Exterior(2) 14-0-0 to 20-0-0, Interior(1) 20-0-0 to 31-0-0, Exterior(2) 31-0-0 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 314 lb uplift at joint 2, 452 lb uplift at joint 11 and 136 lb uplift at joint 10. 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. November 30,2020 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) T22012174 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:37 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-kSBSGlgKPWTxaTKZU1BtLc46p52hZqoqiHXww_yF39e Scale = 1:59.8 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 3-10-88-0-0 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 0-4-17-5-10-4-15.00 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=165(LC 9) Max Uplift 2=-233(LC 10), 10=-145(LC 10) Max Grav 2=1601(LC 16), 10=1569(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3319/742, 3-5=-2963/601, 5-6=-2768/658, 6-7=-3213/762, 7-9=-3033/598, 9-10=-3578/811 BOT CHORD 2-15=-575/3131, 13-15=-575/3136, 12-13=-332/2751, 11-12=-655/3254, 10-11=-655/3254 WEBS 3-13=-660/293, 13-16=-67/881, 5-16=-276/184, 16-17=-1503/281, 12-17=-19/588, 7-17=-365/223, 9-12=-738/357, 9-11=0/284, 6-16=-284/1737, 6-17=-375/1966 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 1-5-5, Interior(1) 1-5-5 to 13-10-4, Exterior(2) 13-10-4 to 20-0-0, Interior(1) 20-0-0 to 31-0-0, Exterior(2) 31-0-0 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 233 lb uplift at joint 2 and 145 lb uplift at joint 10. 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. November 30,2020 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) T22012175 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:47 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-ROoENAoc2bkXm?5U47MDkjVlr7OFvQRI?rySHPyF39U 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 0-4-13-3-10-4-13-3-15.00 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=-76(LC 6) Max Uplift 2=-573(LC 8), 8=-599(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=-5892/1116, 3-4=-5457/1076, 4-6=-8108/1556, 6-7=-5551/1136, 7-8=-5995/1182 BOT CHORD 2-14=-928/5374, 12-14=-1536/7791, 10-12=-1556/7823, 8-10=-988/5469 WEBS 3-14=-150/1707, 4-14=-2652/660, 4-12=0/658, 6-12=0/647, 6-10=-2570/617, 7-10=-131/1672 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=160mph (3-second gust) Vasd=124mph; 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) 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 573 lb uplift at joint 2 and 599 lb uplift at joint 8. 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. LOAD CASE(S) Standard Continued on page 2 November 30,2020 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) T22012175 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:47 2020 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-ROoENAoc2bkXm?5U47MDkjVlr7OFvQRI?rySHPyF39U 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) T22012176 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:50 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-rzUN?BqULW65dSp3lFwwML7GSLPv6mdkhpB6ukyF39R 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 0-4-13-3-15.00 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=141(LC 8) Max Uplift 9=-573(LC 8), 2=-597(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=-5940/1173, 3-4=-5337/1114, 4-5=-7912/1568, 5-7=-6115/1182, 8-9=-347/174 BOT CHORD 2-14=-1121/5418, 12-14=-1681/7735, 10-12=-1643/7564, 9-10=-1106/5036 WEBS 3-14=-127/1646, 4-14=-2688/616, 4-12=0/545, 5-12=0/565, 5-10=-1735/552, 7-10=-124/1784, 7-9=-5390/1201 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=160mph (3-second gust) Vasd=124mph; 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) 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 573 lb uplift at joint 9 and 597 lb uplift at joint 2. Continued on page 2 November 30,2020 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) T22012176 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:51 2020 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-K91lCXr66qEyFcOFJzR9vZfRCkl8rDtuwTwgQAyF39Q 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) 21=-113(B) 22=-113(B) 23=-113(B) 24=-113(B) 25=-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) T22012177 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:52 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-oLb7Qtskt7MptmzRtgyORmCfv86Daie197gDydyF39P Scale = 1:61.9 1 2 3 4 5 6 7 8 9 14 13 12 11 10 21 22 23 24 25 26 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 0-4-14-1-10-4-14-1-15.00 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 0.54 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=94(LC 9) Max Uplift 2=-375(LC 10), 8=-375(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=-2681/1399, 3-4=-2452/1296, 4-5=-2909/1585, 5-6=-2909/1585, 6-7=-2452/1296, 7-8=-2681/1399 BOT CHORD 2-14=-1138/2442, 12-14=-961/2248, 10-12=-961/2248, 8-10=-1138/2442 WEBS 3-14=-260/224, 4-14=-52/428, 4-12=-378/843, 5-12=-487/401, 6-12=-378/843, 6-10=-52/428, 7-10=-261/224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=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 4-9-1, Exterior(2) 4-9-1 to 13-2-15, Interior(1) 13-2-15 to 20-9-1, Exterior(2) 20-9-1 to 29-2-15, Interior(1) 29-2-15 to 32-6-0, Exterior(2) 32-6-0 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 375 lb uplift at joint 2 and 375 lb uplift at joint 8. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. November 30,2020 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) T22012178 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:54 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-kkjurZt?PlcX647q_5?sXBH3qynQ2ZqKcQ9K1VyF39N 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 0-4-14-1-15.00 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=171(LC 10) Max Uplift 10=-309(LC 10), 2=-368(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=-2674/1311, 3-4=-2437/1200, 4-5=-2241/1157, 5-7=-2791/1339, 7-8=-2058/941 BOT CHORD 2-15=-1341/2436, 13-15=-1413/2798, 11-13=-1278/2605, 10-11=-824/1690 WEBS 3-15=-277/240, 4-15=-218/697, 5-15=-747/302, 7-13=-83/293, 7-11=-740/455, 8-11=-245/766, 8-10=-1941/956 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=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 4-9-1, Exterior(2) 4-9-1 to 13-2-15, Interior(1) 13-2-15 to 30-10-4, Exterior(2) 30-10-4 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 309 lb uplift at joint 10 and 368 lb uplift at joint 2. 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. November 30,2020 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) T22012179 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:38 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-CflqU5hyAqboBcvl2ki6tpdLOVLiIRMzxxHUSRyF39d 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 0-4-14-11-10-4-14-11-15.00 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 0.41 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=-112(LC 8) Max Uplift 2=-375(LC 10), 8=-375(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=-2740/1416, 3-4=-2473/1281, 4-5=-2359/1339, 5-6=-2359/1339, 6-7=-2473/1281, 7-8=-2740/1416 BOT CHORD 2-14=-1167/2503, 12-14=-885/2024, 10-12=-885/2024, 8-10=-1167/2503 WEBS 3-14=-344/293, 4-14=-92/477, 4-12=-169/550, 5-12=-356/288, 6-12=-169/550, 6-10=-92/477, 7-10=-344/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=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 6-9-1, Exterior(2) 6-9-1 to 15-2-15, Interior(1) 15-2-15 to 18-9-1, Exterior(2) 18-9-1 to 27-2-15, Interior(1) 27-2-15 to 32-6-0, Exterior(2) 32-6-0 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 375 lb uplift at joint 2 and 375 lb uplift at joint 8. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. November 30,2020 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) T22012180 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:39 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-grJDhRibx8jfpmUycRDLQ1AW4vhs1ub79b01?tyF39c Scale = 1:59.6 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 25 26 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 0-4-14-11-10-4-14-11-15.00 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 0.42 0.82 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.41 0.12 (loc) 11-13 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=111(LC 9) Max Uplift 8=-303(LC 10), 2=-377(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=-2745/1431, 3-4=-2478/1296, 4-5=-2365/1360, 5-6=-2365/1360, 6-7=-2490/1336, 7-8=-2764/1493 BOT CHORD 2-13=-1233/2508, 11-13=-951/2028, 9-11=-968/2033, 8-9=-1302/2528 WEBS 3-13=-344/293, 4-13=-93/477, 4-11=-178/553, 5-11=-356/289, 6-11=-158/549, 6-9=-132/480, 7-9=-356/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=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 6-9-1, Exterior(2) 6-9-1 to 15-2-15, Interior(1) 15-2-15 to 18-9-1, Exterior(2) 18-9-1 to 27-2-15, Interior(1) 27-2-15 to 31-0-0, Exterior(2) 31-0-0 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 303 lb uplift at joint 8 and 377 lb uplift at joint 2. 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. November 30,2020 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) T22012181 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:40 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-81tbvnjDiRrWRw38A9kayEidJJ0lmEaGOFmaXJyF39b 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 0-4-15-9-10-4-15-9-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [5:0-3-0,0-2-4], [7:0-0-14,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 0.64 0.78 0.67 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=130(LC 9) Max Uplift 2=-317(LC 10), 9=-421(LC 10), 7=-160(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=-2044/1070, 3-4=-1693/893, 4-5=-963/674, 5-6=-1122/647, 6-7=-132/412 BOT CHORD 2-13=-838/1881, 11-13=-506/1298, 9-11=-319/231, 7-9=-319/231 WEBS 3-13=-432/350, 4-13=-92/587, 4-11=-465/232, 6-11=-578/1336, 6-9=-1325/782 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=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 8-9-1, Exterior(2) 8-9-1 to 25-2-15, Interior(1) 25-2-15 to 32-6-0, Exterior(2) 32-6-0 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 317 lb uplift at joint 2, 421 lb uplift at joint 9 and 160 lb uplift at joint 7. 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. November 30,2020 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) T22012182 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:42 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-4Q?LKSkTE36EgECWHan22foyA6hpE4TZrZFhcCyF39Z 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 3-10-88-0-0 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 0-4-15-9-10-4-15-9-15.00 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=129(LC 9) Max Uplift 9=-243(LC 10), 2=-317(LC 10) Max Grav 9=1316(LC 1), 2=1401(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2868/1197, 3-4=-2901/1347, 4-5=-2157/1026, 5-6=-2129/968, 6-7=-2418/1172, 7-8=-2411/1051, 8-9=-2905/1260 BOT CHORD 2-14=-1010/2676, 12-14=-708/2128, 11-12=-744/2189, 10-11=-1073/2645, 9-10=-1073/2645 WEBS 3-14=-370/334, 12-15=-640/168, 5-15=-644/187, 8-11=-646/363, 15-16=-547/203, 11-16=-74/497, 4-14=-394/813, 4-12=-107/877, 6-15=-122/640, 6-16=-366/768 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=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 8-9-1, Exterior(2) 8-9-1 to 25-2-15, Interior(1) 25-2-15 to 31-0-0, Exterior(2) 31-0-0 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 243 lb uplift at joint 9 and 317 lb uplift at joint 2. 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. November 30,2020 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) T22012183 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:43 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-ZcZjXol5?ME5IOnjrHIHatKAcW13zfbi4D_F8eyF39Y 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 28 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 0-4-16-7-10-4-16-7-15.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [10:0-0-14,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 0.51 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=148(LC 9) Max Uplift 2=-316(LC 10), 12=-426(LC 10), 10=-156(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=-1991/983, 3-5=-1787/943, 5-6=-935/656, 6-7=-1060/652, 7-9=-81/541, 9-10=-200/532 BOT CHORD 2-16=-751/1849, 14-16=-364/1093, 12-14=-240/681, 10-12=-434/300 WEBS 3-16=-434/363, 5-16=-287/804, 5-14=-328/200, 7-14=-25/409, 7-12=-1522/737, 9-12=-305/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=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 10-9-1, Exterior(2) 10-9-1 to 23-2-15, Interior(1) 23-2-15 to 32-6-0, Exterior(2) 32-6-0 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 316 lb uplift at joint 2, 426 lb uplift at joint 12 and 156 lb uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. November 30,2020 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) T22012184 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:44 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-1p66k8mjmgMyvXMvP?pW74tIjwRuiz6sJtkog4yF39X 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 3-10-88-0-0 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 0-4-16-7-10-4-16-7-15.00 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=147(LC 9) Max Uplift 2=-235(LC 10), 11=-145(LC 10) Max Grav 2=1604(LC 16), 11=1573(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3323/878, 3-5=-2979/728, 5-6=-2671/718, 6-7=-1986/505, 7-8=-3396/908, 8-10=-3006/723, 10-11=-3600/942 BOT CHORD 2-16=-702/3121, 14-16=-702/3126, 13-14=-442/2682, 12-13=-776/3276, 11-12=-776/3276 WEBS 3-14=-628/301, 14-17=-59/867, 5-17=-497/343, 17-18=-984/241, 13-18=-28/600, 8-18=-269/229, 10-13=-765/367, 10-12=0/289, 7-17=-68/437, 7-18=-373/1698, 6-17=-330/1233 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-6-11 to 1-5-5, Interior(1) 1-5-5 to 10-9-1, Exterior(2) 10-9-1 to 23-2-15, Interior(1) 23-2-15 to 31-0-0, Exterior(2) 31-0-0 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 235 lb uplift at joint 2 and 145 lb uplift at joint 11. 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.November 30,2020 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) T22012185 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:55 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-CwHG2vudA2kOkEi0YoW53PqE3M5Nn8CTr4utZyyF39M Scale = 1:38.5 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 0-4-14-7-110-4-15.00 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=-106(LC 8) Max Uplift 2=-256(LC 10), 6=-256(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=-1428/696, 3-4=-1089/538, 4-5=-1089/538, 5-6=-1428/696 BOT CHORD 2-8=-494/1293, 6-8=-494/1293 WEBS 4-8=-169/610, 5-8=-401/279, 3-8=-401/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=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 256 lb uplift at joint 2 and 256 lb uplift at joint 6. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. November 30,2020 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) T22012186 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:57 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-8JP0Tbwtig_6zXsPfDYZ8qvdU9_qF3CmION_dqyF39K Scale = 1:37.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 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 0-4-14-7-110-4-15.00 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 0.23 0.13 0.07 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=106(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 14, 13, 12 except 2=-119(LC 10), 10=-119(LC 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. TOP CHORD 5-6=-70/265, 6-7=-70/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-6-0 to 1-6-0, Exterior(2) 1-6-0 to 7-4-0, Corner(3) 7-4-0 to 13-4-0, Exterior(2) 13-4-0 to 19-2-0, Corner(3) 19-2-0 to 22-2-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 19, 14, 13, 12 except (jt=lb) 2=119, 10=119. November 30,2020 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) T22012187 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:58 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-cVzOgwxVTz7zbhRbDx3oh1SdaZBf_LqwX27XAHyF39J Scale = 1:37.1 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 0-4-14-7-120-4-15.00 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=105(LC 7) Max Uplift 8=-941(LC 8), 2=-961(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=-12502/2145, 3-4=-12605/2187, 4-5=-9725/1660, 5-6=-9727/1660, 6-7=-13111/1999, 7-8=-16317/2217 BOT CHORD 2-14=-1943/11518, 13-14=-1943/11518, 11-13=-1938/11618, 10-11=-1764/12090, 9-10=-2013/15062, 8-9=-2013/15062 WEBS 5-11=-1177/7230, 6-11=-4051/475, 6-10=-328/3665, 7-10=-3218/268, 7-9=-101/2302, 4-11=-3440/699, 4-13=-543/3101, 3-13=-285/250 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=160mph (3-second gust) Vasd=124mph; 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=941, 2=961. 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 November 30,2020 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) T22012187 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:58 2020 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-cVzOgwxVTz7zbhRbDx3oh1SdaZBf_LqwX27XAHyF39J 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) T22012188 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:59 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-5hWnuGx7EHFqCr?onea1EF?zTzhkj_q3mis5ijyF39I Scale = 1:7.1 1 2 4 3 2x4 ST1.5x8 STP -1-6-0 1-6-0 1-0-0 1-0-0 0-4-10-9-10-4-100-9-15.00 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-MP 0.20 0.04 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=50(LC 10) Max Uplift 3=-25(LC 1), 2=-139(LC 10) Max Grav 3=51(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=160mph (3-second gust) Vasd=124mph; 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=139. November 30,2020 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) T22012189 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:52:59 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-5hWnuGx7EHFqCr?onea1EF?zTzgAj_q3mis5ijyF39I 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 0-4-11-7-11-2-101-7-15.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.20 0.08 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=79(LC 10) Max Uplift 3=-27(LC 10), 2=-109(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=160mph (3-second gust) Vasd=124mph; 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=109. November 30,2020 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) T22012190 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:53:00 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-Zu495cym_bNhq?a_LM5GmSX7nN_3SR3D_MceE9yF39H 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 0-4-12-5-12-0-102-5-15.00 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 0.29 0.23 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=109(LC 10) Max Uplift 3=-60(LC 10), 2=-112(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=160mph (3-second gust) Vasd=124mph; 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=112. 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. November 30,2020 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) T22012191 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:53:01 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-14eXJyzOluVXS99Au3dVJg4E4mGRBuJMD0LCnbyF39G Scale = 1:19.4 1 2 8 9 3 4 3x4 ST1.5x8 STP 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 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 0.57 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.19 -0.00 (loc) 4-7 4-7 3 l/defl >708 >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=140(LC 10) Max Uplift 3=-91(LC 10), 2=-119(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=160mph (3-second gust) Vasd=124mph; 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 except (jt=lb) 2=119. 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. November 30,2020 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) T22012192 8.240 s Aug 6 2020 MiTek Industries, Inc. Mon Nov 30 09:44:23 2020 Page 1 Builders FirstSource, Plant City, FL 33566 ID:wvX46q8r9P?onWXchO2suByb32r-XupQwJ_oBYeNp9RkR6dW0p6V7QJ6nwXsh03VmgyE2Es Scale = 1:23.0 1 2 3 6 10 4 11 12 13 5 ST1.5x8 STP 3x8 3x4 2x4 9-10-13 9-10-13 -2-1-7 2-1-7 4-11-6 4-11-6 9-10-13 4-11-6 0-3-133-2-130-4-12-10-123-2-133.54 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.(lb/size)4=145/Mechanical, 2=482/0-8-0, 5=295/Mechanical Max Horz 2=140(LC 8) Max Uplift 4=-88(LC 8), 2=-211(LC 8), 5=-19(LC 8) Max Grav 4=145(LC 1), 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=-797/217 BOT CHORD 2-11=-277/767, 11-12=-277/767, 12-13=-277/767, 6-13=-277/767 WEBS 3-6=-792/286 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp 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 88 lb uplift at joint 4, 211 lb uplift at joint 2 and 19 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6 lb down and 36 lb up at 4-3-11, 6 lb down and 36 lb up at 4-3-11, and 37 lb down and 72 lb up at 7-1-10, and 37 lb down and 72 lb up at 7-1-10 on top chord, and 45 lb up at 1-5-12, 45 lb up at 1-5-12, 4 lb down at 4-3-11, 4 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 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) November 30,2020 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) T22012193 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:53:03 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-zTmHke_eHWlFhSJZ0UfzO59f7a0ffn_fhKqIrUyF39E Scale = 1:20.8 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 8-4-0 8-4-0 0-0-43-5-115.00 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 0.12 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=113(LC 10) Max Uplift 4=-36(LC 10), 5=-113(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=-251/396 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp 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 except (jt=lb) 5=113. November 30,2020 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) T22012194 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:53:03 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-zTmHke_eHWlFhSJZ0UfzO59YMa_UfopfhKqIrUyF39E Scale = 1:16.5 1 2 3 2x4 2x4 2x4 6-4-0 6-4-0 0-0-42-7-115.00 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 0.65 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=83(LC 10) Max Uplift 1=-31(LC 10), 3=-66(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=160mph (3-second gust) Vasd=124mph; 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. November 30,2020 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) T22012195 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Nov 27 06:53:04 2020 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:wvX46q8r9P?onWXchO2suByb32r-RfKgx_?G2pt6JculaBACxIiqP_MuOF3ov_asNwyF39D Scale = 1:11.8 1 2 3 2x4 2x4 2x4 4-4-0 4-4-0 0-0-41-9-115.00 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 0.25 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=52(LC 10) Max Uplift 1=-20(LC 10), 3=-42(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=160mph (3-second gust) Vasd=124mph; 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. November 30,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths