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360 8th St RES22-0143 truss engineering6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2955750 - Design Code: FBC2020/TPI2014Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.5 1 of 2 This package includes 68 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: Mathieu Builders Project Name: 360 8TH ST RES Model: . Subdivision: .Address: 360 8TH ST, . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: License #: Address: City: State: March 11,2022 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 (Groveland, FL). Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2023. 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 T27098344 F1 Date 3/11/222T27098345F23/11/223T27098346F33/11/224T27098347F43/11/225T27098348F53/11/226T27098349F63/11/227T27098350F73/11/228T27098351F83/11/229T27098352F93/11/2210T27098353F103/11/2211T27098354F113/11/2212T27098355F123/11/2213T27098356F153/11/2214T27098357F173/11/2215T27098358F183/11/2216T27098359F193/11/2217T27098360F203/11/2218T27098361F213/11/2219T27098362F223/11/2220T27098363F233/11/2221T27098364F243/11/2222T27098365F273/11/22 No.Seal#Truss Name 23 T27098366 F28 Date 3/11/2224T27098367F293/11/2225T27098368F303/11/2226T27098369F313/11/2227T27098370FG13/11/2228T27098371FG23/11/2229T27098372FG33/11/2230T27098373FG43/11/2231T27098374UA13/11/2232T27098375UA23/11/2233T27098376UA43/11/2234T27098377UA53/11/2235T27098378UA63/11/2236T27098379UB13/11/2237T27098380UB23/11/2238T27098381UB33/11/2239T27098382UB43/11/2240T27098383UB53/11/2241T27098384UB63/11/2242T27098385UB73/11/2243T27098386UB83/11/2244T27098387UC13/11/22 SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC04/18/2022APPROVEDCHRISTOPHER SABOURIN SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACTDOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLEFOR CONFIRMING AND CORRELATING DIMENSIONS ATJOBSITE FOR TOLERANCE. CLEARANCE, QUANTITIES,FABRICATION PROCESSES AND TECHNIQUES OFCONSTRUCTION COORDINATION OF THEIR WORK WITHOTHER TRADES AND FULL COMPLIANCE WITH CONTRACTDOCUMENTS By Toni Gindlesperger at 9:35 am, May 17, 2022By Mike Jones at 4:26 pm, May 26, 2022 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2955750 - 2 of 2 Site Information: Lot/Block: . Customer Info: Mathieu Builders Project Name: 360 8TH ST RES Model: . Subdivision: .Address: 360 8TH ST, . State: FLCity: Atlantic Beach No.Seal#Truss Name 45 T27098388 UC2 Date 3/11/2246T27098389UC33/11/2247T27098390UD13/11/2248T27098391UD23/11/2249T27098392UD33/11/2250T27098393UD43/11/2251T27098394UD53/11/2252T27098395UE13/11/2253T27098396UE23/11/2254T27098397UE33/11/2255T27098398UE43/11/2256T27098399UE53/11/2257T27098400UE63/11/2258T27098401UEJ63/11/2259T27098402UM33/11/2260T27098403UM43/11/2261T27098404UM53/11/2262T27098405V33/11/2263T27098406V63/11/2264T27098407V93/11/2265T27098408V103/11/2266T27098409V143/11/2267T27098410V173/11/2268T27098411V243/11/22 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 Componentavailable 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 =3x6 =3x6 =6x8 =4x4 =3x6 =3x4 =3x6 6 5 4 1 2 3 0-1-8 1-6-12 3-11-8 3-11-82-0-02-0-0Scale = 1:30.8 Plate Offsets (X, Y):[1:0-1-8,0-0-4], [4:Edge,0-1-8], [5:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horiz(TL)0.00 4 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 35 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=463/3-11-8, 5=1489/3-11-8, 6=455/3-11-8 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-6=-448/0, 3-4=-456/0, 1-2=-4/8, 2-3=0/0 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 2-5=-1466/0, 1-5=0/0 NOTES 1)Posi-Strut webs to be applied to both sides of truss unless otherwise noted. FF=Front Face, BF=Back Face 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-6=-10, 1-3=-650 Job Truss Truss Type Qty Ply T27098344F1Floor Supported Gable 3 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:39:58 Page: 1 ID:IiH3jf0uSBTjpGlVOHJ4kuzvler-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 =3x6 =3x6 =3x6 =3x6 =3x4 =3x4 =3x4 =1.5x3 7 6 5 81 2 3 4 0-1-8 2-6-0 1-1-8 1-7-0 0-3-0 2-2-8 1-11-8 1-11-8 3-9-0 5-11-82-0-02-0-0Scale = 1:33.1 Plate Offsets (X, Y):[8:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL)0.00 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(CT)-0.02 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 44 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)5=-56/ Mechanical, 6=1127/0-6-0 Max Uplift 5=-208 (LC 3) Max Grav 5=137 (LC 4), 6=1127 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=0/2, 4-5=-22/0, 1-2=0/515, 2-3=0/515, 3-4=0/0 BOT CHORD 6-7=0/0, 5-6=-147/66 WEBS 2-6=-260/0, 3-6=-542/0, 3-5=-124/275, 1-6=-736/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 5. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-7=-10, 1-4=-100 Concentrated Loads (lb) Vert: 1=-450 Job Truss Truss Type Qty Ply T27098345F2Floor712955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:00 Page: 1 ID:uffnDFOL9jNK10dTiINMVQzvleM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP =3x6 =3x4 =3x10 =3x6 =3x8 =1.5x3 =3x4 =1.5x3 =3x4 =3x6 =3x8 =1.5x3 =3x8 =3x10 =3x4 =3x6 16 15 14 13 12 11 10 17 1811922034521678229 0-9-8 0-1-8 0-1-8 2-0-0 2-6-0 1-0-0 7-5-0 1-0-0 8-5-0 6-5-0 6-5-0 8-3-0 16-8-02-0-02-0-0Scale = 1:37.7 Plate Offsets (X, Y):[4:0-1-8,Edge], [17:0-1-8,0-1-8], [18:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL)-0.29 11-12 >666 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT)-0.31 11-12 >632 240 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT)0.04 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 103 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) *Except* 7-9:2x4 SP No.2 (flat) BOT CHORD 2x4 SP No.2(flat) *Except* 15-10:2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)10=1920/0-5-8, 16=1919/0-5-8 Max Grav 10=2105 (LC 4), 16=2042 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-1013/0, 9-10=-1020/0, 1-2=-34/0, 2-3=-2217/0, 3-4=-2217/0, 4-5=-2503/0, 5-6=-2451/0, 6-8=-2451/0, 8-9=-34/0 BOT CHORD 14-16=0/1478, 13-14=0/2503, 12-13=0/2503, 11-12=0/2503, 10-11=0/1563 WEBS 2-16=-1761/0, 2-14=0/1049, 3-14=-252/97, 4-14=-961/0, 4-13=-10/344, 5-12=-192/10, 8-10=-1865/0, 8-11=0/1100, 6-11=-497/0, 5-11=-526/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down at 2-3-12, 117 lb down at 4-4-12, 117 lb down at 6-4-12, 117 lb down at 8-4-12, 117 lb down at 10-4-12, 117 lb down at 12-4-12, and 117 lb down at 14-4-4, and 900 lb down at 16-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 4)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 + Floor Live (balanced): Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-16=-10, 1-9=-100 Concentrated Loads (lb) Vert: 1=-900, 9=-900 (F), 7=-37 (F), 4=-37 (F), 5=-37 (F), 19=-37 (F), 20=-37 (F), 21=-37 (F), 22=-37 (F) Job Truss Truss Type Qty Ply T27098346F3Floor Girder 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:00 Page: 1 ID:AGBtLzCw_V3dKRC?fyWDmrzvlZR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP=3x6 =3x4 =3x10 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =3x10 =3x4 =3x6 16 15 14 13 12 11 10 17 18123456789 0-1-8 1-8-8 1-8-8 0-1-82-0-0 2-6-0 1-0-0 8-4-0 1-0-0 9-4-0 7-4-0 16-8-0 7-4-0 7-4-02-0-02-0-0Scale = 1:35.2 Plate Offsets (X, Y):[4:0-1-8,Edge], [5:0-1-8,Edge], [17:0-1-8,0-1-8], [18:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL)-0.14 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT)-0.17 11-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT)0.04 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 100 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)10=1790/0-5-8, 16=1790/0-5-8 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-16=-1005/0, 9-10=-1005/0, 1-2=-33/0, 2-3=-1760/0, 3-4=-1760/0, 4-5=-1957/0, 5-6=-1760/0, 6-8=-1760/0, 8-9=-33/0 BOT CHORD 14-16=0/1129, 13-14=0/1957, 12-13=0/1957, 11-12=0/1957, 10-11=0/1129 WEBS 4-13=-101/111, 5-12=-101/111, 2-16=-1336/0, 2-14=0/782, 3-14=-259/27, 4-14=-496/16, 8-10=-1336/0, 8-11=0/782, 6-11=-259/27, 5-11=-496/16 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 900lb down at 16-5-0 on top chord. The design/selection ofsuch connection device(s) is the responsibility of others. 4)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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-16=-10, 1-9=-100 Concentrated Loads (lb) Vert: 1=-900, 9=-900 (F) Job Truss Truss Type Qty Ply T27098347F4Floor912955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:01 Page: 1 ID:SLizKPiKUpoLGX9H4nzlsozvlpb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 =3x6 =3x6 =3x6 =3x4 =3x4 =3x4 18 17 16 15 14 13 12 11 10 191 2 3 4 5 6 7 8 9 0-1-8 1-6-12 14-9-8 14-9-82-0-02-0-0Scale = 1:31.4 Plate Offsets (X, Y):[10:Edge,0-1-8], [17:0-1-8,Edge], [19:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horiz(TL)0.00 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 78 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)10=-18/14-9-8, 11=761/14-9-8, 12=951/14-9-8, 13=912/14-9-8, 14=922/14-9-8, 15=922/14-9-8, 16=912/14-9-8, 17=973/14-9-8, 18=299/14-9-8 Max Uplift 10=-18 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-292/0, 9-10=0/18, 1-2=0/0, 2-3=0/0,3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-8=0/0,8-9=0/0 BOT CHORD 17-18=0/10, 16-17=0/0, 15-16=0/0, 14-15=0/0, 13-14=0/0, 12-13=0/0, 11-12=0/0, 10-11=0/0 WEBS 2-17=-941/0, 3-16=-892/0, 4-15=-902/0, 5-14=-902/0, 6-13=-892/0, 7-12=-930/0, 8-11=-744/0, 1-17=-14/0 NOTES 1)Posi-Strut webs to be applied to both sides of truss unless otherwise noted. FF=Front Face, BF=Back Face 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 10. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-18=-10, 1-9=-450 Job Truss Truss Type Qty Ply T27098348F5Floor Supported Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:01 Page: 1 ID:?yc_keh0Zo6y7aGh?LEcNHzvlYp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 =3x6 =3x4 =3x10 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =1.5x3 =4x4 =4x6 =1.5x3 =3x4 =3x4 =1.5x3 14 13 12 11 10 9 151 2 3 4 5 6 7 8 1-0-12 0-1-8 0-8-12 2-0-02-6-0 1-0-0 7-8-4 1-0-0 8-8-4 6-1-4 14-9-8 6-8-4 6-8-42-0-02-0-0Scale = 1:37.7 Plate Offsets (X, Y):[4:0-1-8,Edge], [5:0-1-8,Edge], [15:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL)-0.09 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT)-0.12 12-13 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT)0.03 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 88 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=803/ Mechanical, 14=1590/0-5-8 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-14=-904/0, 8-9=-100/0, 1-2=-30/0, 2-3=-1478/0, 3-4=-1478/0, 4-5=-1542/0, 5-6=-1452/0, 6-7=-1452/0, 7-8=0/0 BOT CHORD 13-14=0/984, 12-13=0/1542, 11-12=0/1542, 10-11=0/1542, 9-10=0/933 WEBS 4-12=-128/76, 5-11=-119/129, 2-14=-1164/0, 2-13=0/611, 3-13=-240/39, 4-13=-362/109, 7-9=-1156/0, 7-10=0/644, 6-10=-225/99, 5-10=-474/91 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at10-00-00 oc and fastened to each truss with 3-10d(0.131" X 3") nails. Strongbacks to be attached to wallsat their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 9-14=-10, 1-8=-100 Concentrated Loads (lb) Vert: 1=-800 Job Truss Truss Type Qty Ply T27098349F6Floor812955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:01 Page: 1 ID:ciUZHUZRMp_42Y2bGHBYH3zvlkc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP 3x6 FP 3x6 FP =1.5x3 =3x4 =3x4 =1.5x3 =1.5x3 =4x4 =4x4 =1.5x3 =3x6 =4x4 =3x8 =3x4 =4x6 =1.5x3 =4x8 =4x4 =4x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x6 =1.5x3 =4x4 =3x6 =3x4 30 29 28 27 26 25 24 23 22 21 20 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 0-6-12 0-10-120-9-82-5-8 2-0-02-0-0 2-6-0 1-0-0 4-8-8 1-0-0 22-9-12 1-0-0 23-9-12 1-0-0 3-8-8 2-8-8 2-8-8 8-5-4 13-1-12 8-8-0 21-9-12 8-10-12 32-8-82-0-02-0-0Scale = 1:56 Plate Offsets (X, Y):[2:0-1-8,Edge], [21:0-1-8,Edge], [22:0-1-8,Edge], [28:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL)-0.20 20-21 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT)-0.27 20-21 >869 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.05 19 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 182 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) *Except* 8-16:2x4 SP M 31 (flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size)19=904/0-6-0, 25=2198/0-5-8, 30=475/ Mechanical Max Grav 19=977 (LC 4), 25=2204 (LC 8), 30=545 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-30=-116/0, 18-19=-105/0, 1-2=0/0,2-3=-652/0, 3-4=-652/0, 4-5=-508/237,5-6=-508/237, 6-7=0/1764, 7-9=0/1764,9-10=-1499/285, 10-11=-1499/285,11-12=-2268/0, 12-13=-2268/0, 13-14=-2268/0, 14-15=-1953/0, 15-17=-1953/0, 17-18=0/0 BOT CHORD 29-30=0/652, 28-29=0/652, 26-28=-50/722,25-26=-651/0, 23-25=-705/490,22-23=0/2100, 21-22=0/2268, 20-21=0/2285,19-20=0/1191 WEBS 2-29=-10/92, 3-28=-227/165, 7-25=-273/0, 12-22=-644/0, 13-21=-115/325, 2-30=-806/0, 9-25=-1852/0, 9-23=0/1397, 10-23=-276/0, 11-23=-890/0, 11-22=0/844, 17-19=-1464/0, 17-20=0/944, 15-20=-249/0, 14-20=-412/62, 14-21=-452/145, 6-25=-1381/0, 6-26=0/930, 5-26=-261/0, 4-26=-402/0, 4-28=-220/299 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s) for truss to truss connections. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098350F7Floor712955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:01 Page: 1 ID:HRT210C2eRrlQ66rvIQGyFzktJR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP=3x4 =3x6 =4x4 =3x8 =1.5x3 =4x4 =4x4 =1.5x3 =1.5x3 =3x4 =3x4 =4x8 =1.5x3 =4x6 =4x4 =4x6 =1.5x3 19 18 17 16 15 14 13 12 1112345678910 2-0-0 1-7-8 2-6-0 1-1-00-8-0 1-0-0 9-8-0 1-0-0 10-8-0 0-3-0 19-1-8 8-2-8 18-10-8 8-8-0 8-8-02-0-01-9-01-9-00-3-02-0-0Scale = 1:36 Plate Offsets (X, Y):[11:0-3-0,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL)-0.20 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT)-0.25 16-17 >882 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.02 11 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 112 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)11=1028/0-3-0, 19=1028/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=-105/0, 11-12=0/9, 1-2=0/0, 2-3=-2093/0, 3-4=-2093/0, 4-5=-2540/0, 5-6=-2540/0, 6-7=-2540/0, 7-8=-1870/0, 8-10=-1870/0, 10-11=-901/0 BOT CHORD 17-19=0/1262, 16-17=0/2501, 15-16=0/2540, 14-15=0/2405, 13-14=0/899, 12-13=0/0 WEBS 10-13=-907/0, 11-13=0/1295, 5-16=-393/162,6-15=-355/33, 2-19=-1550/0, 2-17=0/1030,3-17=-253/0, 4-17=-520/0, 4-16=-233/502,10-14=0/1193, 8-14=-273/0, 7-14=-663/0,7-15=-69/536 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098351F8Floor212955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:02 Page: 1 ID:vS9eGVuJGDLrkEXPfDG1egzvlqe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP =3x4 =3x6 =3x4 =3x6 =1.5x3 =4x4 =4x4 =1.5x3 =1.5x3 =3x4 =1.5x3 =4x6 =4x6 =3x6 =3x4 =3x6 =3x4 19 18 17 16 15 14 13 12 1 2 3 4 5 6 7 8 9 10 11 2-0-0 1-11-82-6-0 0-11-8 0-8-0 1-0-0 9-8-0 1-0-0 10-8-0 3-10-0 14-6-0 4-10-0 19-4-0 8-8-0 8-8-02-0-02-0-0Scale = 1:35.4 Plate Offsets (X, Y):[6:0-1-8,Edge], [16:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL)-0.19 16-17 >885 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT)-0.26 16-17 >664 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.03 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 116 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) *Except* 9-11:2x4 SP No.2 (flat) BOT CHORD 2x4 SP No.2(flat) *Except* 18-12:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) 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, Except: 6-0-0 oc bracing: 13-14. REACTIONS (lb/size)12=396/0-5-8, 13=868/0-3-8, 19=835/0-5-8 Max Grav 12=503 (LC 7), 13=928 (LC 8), 19=837 (LC 3) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-19=-105/0, 11-12=-77/0, 1-2=0/0, 2-3=-1572/0, 3-4=-1572/0, 4-5=-1569/0, 5-6=-1569/0, 6-7=-835/0, 7-8=-835/0, 8-10=-651/111, 10-11=0/0 BOT CHORD 17-19=0/999, 16-17=0/1696, 15-16=0/1569, 14-15=0/1569, 13-14=-111/651, 12-13=0/453 WEBS 5-16=-12/248, 6-15=0/164, 8-13=-817/0, 2-19=-1228/0, 2-17=0/709, 3-17=-244/0, 4-17=-154/0, 4-16=-374/0, 6-14=-1001/0, 7-14=-150/113, 8-14=0/734, 10-13=-281/243, 10-12=-610/0 NOTES 1)Unbalanced floor live loads have been considered forthis design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098352F9Floor112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:02 Page: 1 ID:g_egxE_KNgMihS9x7uPvzMzvlqW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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=3x4 =3x6 =3x4 =3x6 =1.5x3 =4x4 =4x4 =1.5x3 =1.5x3 =4x4 =4x4 =3x6 =1.5x3 =1.5x3 13 12 11 10 9 1412345678 0-1-82-0-0 2-6-0 0-8-0 1-1-12 0-0-8 14-8-4 1-0-0 9-8-0 1-0-0 10-8-0 3-11-12 14-7-12 8-8-0 8-8-02-0-02-0-0Scale = 1:34.6 Plate Offsets (X, Y):[10:0-1-8,Edge], [11:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL)-0.20 11-12 >854 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT)-0.27 11-12 >650 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.02 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 85 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=788/0-3-8, 13=794/0-5-8 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-13=-105/0, 8-9=-118/0, 1-2=0/0, 2-3=-1452/0, 3-4=-1452/0, 4-5=-1345/0, 5-6=-1345/0, 6-7=-1345/0, 7-8=-4/0 BOT CHORD 12-13=0/939, 11-12=0/1518, 10-11=0/1345, 9-10=0/944 WEBS 5-11=-48/438, 6-10=-545/0, 2-13=-1154/0, 2-12=0/635, 3-12=-241/0, 4-12=-174/0, 4-11=-578/42, 7-9=-1156/0, 7-10=0/816 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098353F10Floor112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:02 Page: 1 ID:o1_RpIYpJ7H2qhFzNGlxNGzvlpn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP 3x6 FP =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =3x4 24 23 22 21 20 19 18 17 16 15 14 1 2 3 4 5 6 7 8 9 10 11 12 13 2-6-0 2-4-0 4-10-0 11-10-0 7-0-0 7-0-0 7-6-0 19-4-02-0-02-0-0Scale = 1:35.4 Plate Offsets (X, Y):[14:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(CT)-0.03 18-19 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT)0.01 14 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 126 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)14=225/7-6-0, 15=847/7-6-0, 16=965/7-6-0, 17=815/7-6-0, 18=1648/7-6-0, 19=1551/7-0-0, 20=446/7-0-0, 21=951/7-0-0, 23=1006/7-0-0, 24=354/7-0-0 Max Uplift 20=-102 (LC 4) Max Grav 14=225 (LC 1), 15=847 (LC 4), 16=965 (LC 1), 17=816 (LC 4), 18=1649 (LC 4), 19=1551 (LC 1), 20=653 (LC 3), 21=951 (LC 1), 23=1008 (LC 3), 24=354 (LC 1) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-24=-346/0, 13-14=-220/0, 1-2=0/0, 2-3=0/0, 3-4=0/0, 4-5=0/0, 5-6=0/0, 6-7=0/0, 7-9=0/0, 9-11=0/0, 11-12=0/0, 12-13=0/0 BOT CHORD 23-24=0/0, 21-23=0/0, 20-21=0/0, 19-20=0/0, 18-19=0/819, 17-18=0/0, 16-17=0/0, 15-16=0/0, 14-15=0/0 WEBS 5-19=-932/0, 7-18=-1002/0, 6-19=-995/0,6-18=-1017/0, 2-23=-987/0, 3-21=-929/0,4-20=-665/90, 9-17=-808/0, 11-16=-941/0,12-15=-829/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 20. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 14-24=-10, 1-13=-450 Job Truss Truss Type Qty Ply T27098354F11Floor112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:03 Page: 1 ID:2GzO9SsccBw7rla6OBc6_8zvlhe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP =3x4 =3x6 =3x6 =3x8 =1.5x3 =5x6 =5x6 =1.5x3 =1.5x3 =3x4 =3x4 =3x8 =1.5x3 =3x6 =3x6 =3x4 18 17 16 15 14 13 12 1 2 3 4 5 6 7 8 910 11 2-0-0 2-6-0 0-10-120-5-4 1-0-0 9-5-4 1-0-0 10-5-4 8-5-4 8-5-4 8-10-12 19-4-02-0-02-0-0Scale = 1:35.4 Plate Offsets (X, Y):[14:0-1-8,Edge], [15:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL)-0.19 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT)-0.25 13-14 >912 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.06 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 111 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) *Except* 9-11:2x4 SP No.2 (flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=1050/0-6-0, 18=1050/ Mechanical FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-18=-105/0, 11-12=-105/0, 1-2=0/0, 2-3=-2152/0, 3-4=-2152/0, 4-5=-2648/0, 5-6=-2648/0, 6-7=-2648/0, 7-8=-2153/0, 8-10=-2153/0, 10-11=0/0 BOT CHORD 16-18=0/1291, 15-16=0/2598, 14-15=0/2648, 13-14=0/2590, 12-13=0/1292 WEBS 5-15=-560/216, 6-14=-350/127, 2-18=-1587/0, 2-16=0/1066, 3-16=-253/0, 4-16=-579/0, 4-15=-262/665, 10-12=-1588/0, 10-13=0/1067, 8-13=-254/0, 7-13=-542/0, 7-14=-187/476 NOTES 1)Unbalanced floor live loads have been considered forthis design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098355F12Floor112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:03 Page: 1 ID:ysiBdl?aBhBcXUXladNmQNzvllK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f THIS TRUSS IS NOT SYMMETRIC.PROPER ORIENTATION IS ESSENTIAL. March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP =3x4 =3x6 =1.5x3 =3x10 =3x8 =3x8 =1.5x3 =4x4 =4x4 =1.5x3 =1.5x3 =4x4 =4x4 =3x8 =1.5x3 =3x6 =3x10 =3x4 =3x6 18 17 16 15 14 13 12 20191234567891011 0-9-40-3-0 0-9-4 0-1-8 2-0-02-6-0 1-0-0 9-10-12 1-0-0 10-10-12 8-10-12 19-9-8 8-10-12 8-10-122-0-02-0-0Scale = 1:37 Plate Offsets (X, Y):[14:0-1-8,Edge], [15:0-1-8,Edge], [20:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL)-0.20 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT)-0.25 13-14 >929 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT)0.06 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 117 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) *Except* 9-11:2x4 SP No.2 (flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 (lb/size)12=2058/0-6-0, 18=1059/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-103/0, 11-12=-1106/0, 1-2=-7/0, 2-3=-2229/0, 3-4=-2229/0, 4-5=-2759/0, 5-6=-2759/0, 6-7=-2759/0, 7-8=-2244/0, 8-10=-2244/0, 10-11=-37/0 BOT CHORD 16-18=0/1345, 15-16=0/2688, 14-15=0/2759,13-14=0/2694, 12-13=0/1371 WEBS 5-15=-415/133, 6-14=-408/140, 2-18=-1632/0, 2-16=0/1095, 3-16=-257/0, 4-16=-568/0, 4-15=-188/544, 10-12=-1627/0, 10-13=0/1082, 8-13=-255/0, 7-13=-558/0, 7-14=-198/534 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 12-18=-10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-1000 Job Truss Truss Type Qty Ply T27098356F15Floor212955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:03 Page: 1 ID:CmxePZCT?yovfo64fv33lFzvZXx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f THIS TRUSS IS NOT SYMMETRIC.PROPER ORIENTATION IS ESSENTIAL. March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP=3x6 =3x4 =3x10 =3x8 =3x8 =1.5x3 =4x4 =4x4 =1.5x3 =1.5x3 =4x4 =4x4 =3x8 =1.5x3 =3x6 =3x10 =3x4 =3x6 18 17 16 15 14 13 12 19 201234567891011 0-9-40-1-8 0-9-4 0-1-8 2-0-02-6-0 1-0-0 9-10-12 1-0-0 10-10-12 8-10-12 19-9-8 8-10-12 8-10-122-0-02-0-0Scale = 1:36.1 Plate Offsets (X, Y):[14:0-1-8,Edge], [15:0-1-8,Edge], [19:0-1-8,0-1-8], [20:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL)-0.20 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT)-0.25 13-14 >924 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT)0.06 12 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 117 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) *Except* 8-11:2x4 SP No.2 (flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 (lb/size)12=2058/0-6-0, 18=1065/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-106/0, 11-12=-1106/0, 1-2=-4/0, 2-3=-2229/0, 3-4=-2229/0, 4-5=-2759/0, 5-6=-2759/0, 6-7=-2759/0, 7-9=-2244/0, 9-10=-2244/0, 10-11=-37/0 BOT CHORD 16-18=0/1347, 15-16=0/2688, 14-15=0/2759,13-14=0/2695, 12-13=0/1372 WEBS 5-15=-415/133, 6-14=-408/141, 2-18=-1638/0, 2-16=0/1093, 3-16=-255/0, 4-16=-569/0, 4-15=-188/544, 10-12=-1628/0, 10-13=0/1081, 9-13=-253/0, 7-13=-559/0, 7-14=-198/534 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 12-18=-10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-1000 Job Truss Truss Type Qty Ply T27098357F17Floor612955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:04 Page: 1 ID:wtvUNpkHEEd8blkp7rWvLxzvloF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP=3x6 =3x6 =3x6 =3x4 =3x4 =3x6 =3x6 24 23 22 2120 19 18 17 16 15 14 13 25 26123456789101112 0-1-8 0-1-8 1-6-12 19-9-8 19-9-82-0-02-0-0Scale = 1:36.1 Plate Offsets (X, Y):[23:0-1-8,Edge], [25:0-1-8,0-1-8], [26:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horiz(TL)0.00 13 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 101 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)13=261/19-9-8, 14=903/19-9-8, 15=927/19-9-8, 16=918/19-9-8, 17=920/19-9-8, 18=920/19-9-8, 19=919/19-9-8, 20=922/19-9-8, 22=912/19-9-8, 23=965/19-9-8, 24=308/19-9-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-24=-301/0, 12-13=-255/0, 1-2=-9/0, 2-3=-9/0, 3-4=-9/0, 4-5=-9/0, 5-6=-9/0, 6-7=-9/0, 7-8=-9/0, 8-10=-9/0, 10-11=-9/0, 11-12=-9/0 BOT CHORD 23-24=0/10, 22-23=0/9, 20-22=0/9,19-20=0/9, 18-19=0/9, 17-18=0/9, 16-17=0/9,15-16=0/9, 14-15=0/9, 13-14=0/9 WEBS 2-23=-942/0, 3-22=-892/0, 4-20=-902/0, 5-19=-899/0, 6-18=-900/0, 7-17=-900/0, 8-16=-898/0, 10-15=-907/0, 11-14=-883/0, 1-23=-2/0 NOTES 1)Posi-Strut webs to be applied to both sides of truss unless otherwise noted. FF=Front Face, BF=Back Face 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 2-0-0 oc. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-24=-10, 1-12=-450 Job Truss Truss Type Qty Ply T27098358F18Floor Supported Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:04 Page: 1 ID:2wFFEtJm9gYTkzqrNDsxlrzvlnW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 =3x6 =3x4 =4x6 =3x4 =1.5x3 =3x6 =3x4 =1.5x3 7 6 5 81 2 3 4 0-1-8 1-9-8 2-6-0 7-5-0 7-5-02-0-02-0-0Scale = 1:30.3 Plate Offsets (X, Y):[4:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL)-0.01 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(CT)-0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 47 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=410/ Mechanical, 7=2172/0-5-8 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-7=-1905/0, 4-5=-413/0, 1-2=-63/0, 2-3=-348/0, 3-4=-348/0 BOT CHORD 6-7=0/417, 5-6=0/0 WEBS 2-7=-431/0, 2-6=-86/0, 3-6=-236/0, 4-6=0/487 NOTES 1)Refer to girder(s) for truss to truss connections. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. 4)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1800 lb down at 0-3-0 on top chord. The design/selection ofsuch connection device(s) is the responsibility of others. 5)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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-7=-10, 1-4=-100 Concentrated Loads (lb) Vert: 1=-1800 (F) Job Truss Truss Type Qty Ply T27098359F19Floor512955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:04 Page: 1 ID:iBrV4QE7mDHxWGH047ercAzvlfs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 =3x6 =4x6 =3x6 =3x4 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =3x4 =3x4 10 9 8 7 6 111 2 3 4 5 0-1-8 1-6-12 7-5-0 7-5-02-0-02-0-0Scale = 1:30.6 Plate Offsets (X, Y):[6:Edge,0-1-8], [9:0-1-8,Edge], [10:Edge,0-1-8], [11:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 6 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 46 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or7-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=47/7-5-0, 7=202/7-5-0, 8=222/7-5-0, 9=295/7-5-0, 10=1810/7-5-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-1804/0, 5-6=-43/0, 1-2=0/0, 2-3=0/0, 3-4=0/0, 4-5=0/0 BOT CHORD 9-10=0/60, 8-9=0/0, 7-8=0/0, 6-7=0/0 WEBS 2-9=-209/0, 3-8=-202/0, 4-7=-183/0, 1-9=-88/0 NOTES 1)Posi-Strut webs to be applied to both sides of truss unless otherwise noted. FF=Front Face, BF=Back Face 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 2-0-0 oc. 5)Recommend 2x6 strongbacks, on edge, spaced at10-00-00 oc and fastened to each truss with 3-10d(0.131" X 3") nails. Strongbacks to be attached to wallsat their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 6-10=-10, 1-5=-100 Concentrated Loads (lb) Vert: 1=-1800 Job Truss Truss Type Qty Ply T27098360F20Floor Supported Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:04 Page: 1 ID:7133HGUg3Mo6wLpsFK?XQOzvlfY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP =3x6 =3x4 =4x12 =4x6 =4x8 =1.5x3 =3x4 =1.5x3 =1.5x3 =3x4 =4x6 =1.5x3 =4x6 =4x6 =3x4 16 15 14 13 12 11 10 171 18 2 19 20 3 21 4 5 22 6 7 23 24 8 25 9 0-1-8 1-7-12 2-3-4 2-0-02-6-0 1-0-0 8-10-12 1-0-0 9-10-12 7-1-12 17-0-8 7-10-12 7-10-122-0-02-0-0Scale = 1:35.2 Plate Offsets (X, Y):[4:0-1-8,Edge], [5:0-1-8,Edge], [10:Edge,0-1-8], [16:Edge,0-1-8], [17:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL)-0.25 13-14 >799 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT)-0.28 13-14 >726 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT)0.05 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 100 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 15-10:2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 (lb/size)10=1262/ Mechanical, 16=1243/0-5-8 Max Grav 10=1530 (LC 4), 16=1520 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-127/0, 9-10=-142/0, 1-2=-4/0, 2-3=-2969/0, 3-4=-2969/0, 4-5=-3096/0, 5-6=-2860/0, 6-8=-2860/0, 8-9=0/0 BOT CHORD 14-16=0/1972, 13-14=0/3096, 12-13=0/3096,11-12=0/3096, 10-11=0/1914 WEBS 4-13=-129/85, 5-12=-81/167, 2-16=-2400/0, 2-14=0/1235, 3-14=-529/0, 4-14=-652/0, 8-10=-2352/0, 8-11=0/1180, 6-11=-428/0, 5-11=-782/0 NOTES 1)Unbalanced floor live loads have been considered forthis design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. 5)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down at 2-1-4, 189 lb down at 3-7-4, 119 lb down at 4-6-12, 119 lb down at 5-10-12, 119 lb down at 7-10-12, 119 lb down at 9-10-12, 119 lb down at 11-2-4, 119 lb down at 12-10-4, and 189 lb down at 13-9-12, and 189 lb down at 15-3-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6)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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-16=-10, 1-9=-100 Concentrated Loads (lb) Vert: 4=-39 (B), 5=-39 (B), 18=-109 (B), 19=-109 (B), 20=-39 (B), 21=-39 (B), 22=-39 (B), 23=-39 (B), 24=-109 (B), 25=-109 (B) Job Truss Truss Type Qty Ply T27098361F21Floor Girder 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:04 Page: 1 ID:25d5X5cdU1o7NDSmQhXLzOzvlTm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 3x6 FP 3x6 FP =3x6 =3x4 =3x10 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =3x6 =3x4 16 15 14 13 12 11 10 171 2 3 4 5 6 7 8 9 0-1-8 1-7-12 2-3-4 2-0-02-6-0 1-0-0 8-10-12 1-0-0 9-10-12 7-1-12 17-0-8 7-10-12 7-10-122-0-02-0-0Scale = 1:35.2 Plate Offsets (X, Y):[4:0-1-8,Edge], [5:0-1-8,Edge], [17:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL)-0.17 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.21 13-14 >955 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT)0.04 10 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 100 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 15-10:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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 (lb/size)10=923/ Mechanical, 16=1811/0-5-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-1007/0, 9-10=-104/0, 1-2=-34/0, 2-3=-1829/0, 3-4=-1829/0, 4-5=-2048/0, 5-6=-1790/0, 6-8=-1790/0, 8-9=0/0 BOT CHORD 14-16=0/1158, 13-14=0/2048, 12-13=0/2048, 11-12=0/2048, 10-11=0/1118 WEBS 4-13=-120/93, 5-12=-90/156, 2-16=-1371/0,2-14=0/832, 3-14=-289/0, 4-14=-492/7,8-10=-1373/0, 8-11=0/833, 6-11=-245/43,5-11=-577/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-16=-10, 1-9=-100 Concentrated Loads (lb) Vert: 1=-900 Job Truss Truss Type Qty Ply T27098362F22Floor412955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:05 Page: 1 ID:DZYHlmNW1vto2cWQ2nukMizvliG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 =3x6 =3x4 =3x10 =3x4 =3x6 =3x4 5 4 61 2 3 0-1-8 0-10-0 2-6-0 3-11-8 3-11-82-0-02-0-0Scale = 1:30.3 Plate Offsets (X, Y):[6:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT)-0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 32 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=209/ Mechanical, 5=686/0-5-8 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-5=-607/0, 3-4=0/20, 1-2=-20/0, 2-3=0/0 BOT CHORD 4-5=0/108 WEBS 2-5=-107/0, 2-4=-237/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION, Do not erect truss backwards. 4)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down at 0-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5)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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 1=-500 (F) Job Truss Truss Type Qty Ply T27098363F23Floor412955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:05 Page: 1 ID:vFi2yaQ9ZwS1c9zxg5nM?kzvlVI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 =3x6 =3x6 =3x6 =3x6 =3x4 =3x4 =3x6 =3x4 7 6 5 81 2 3 4 0-1-8 2-6-0 1-0-0 1-7-0 0-3-0 2-2-8 1-11-8 1-11-8 3-9-0 5-11-82-0-02-0-0Scale = 1:33.1 Plate Offsets (X, Y):[8:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL)0.00 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(CT)-0.02 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 47 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)5=-39/ Mechanical, 6=1054/0-6-0 Max Uplift 5=-189 (LC 3) Max Grav 5=139 (LC 4), 6=1054 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=0/2, 4-5=-17/0, 1-2=0/466, 2-3=0/466, 3-4=0/0 BOT CHORD 6-7=0/0, 5-6=-127/67 WEBS 2-6=-260/0, 1-6=-667/0, 3-6=-502/0, 3-5=-131/248 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 5. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. 6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 400 lb down at 0-3-0 on top 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 5-7=-10, 1-4=-100 Concentrated Loads (lb) Vert: 1=-400 (F) Job Truss Truss Type Qty Ply T27098364F24Floor612955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:05 Page: 1 ID:OzJHIYr6Kgs3JX8fEyvaw6zvlUl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 =3x6 =3x6 =4x6 =6x8 =3x6 =6x8 =3x4 6 5 4 71 2 8 3 0-1-8 2-0-0 0-7-0 0-11-8 0-11-8 2-6-0 3-5-82-0-02-0-0Scale = 1:34.2 Plate Offsets (X, Y):[2:0-3-0,Edge], [3:0-3-0,Edge], [4:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horiz(TL)n/a -n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 38 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=783/2-6-0, 5=834/2-6-0 Max Grav 4=876 (LC 4), 5=834 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-134/139, 3-4=-867/0, 1-2=-5/5, 2-3=-64/60 BOT CHORD 5-6=-60/64, 4-5=0/0 WEBS 2-5=-773/0, 2-6=-155/146, 3-5=-77/82 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3)Gable studs spaced at 4-0-0 oc. 4)N/A 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1035 lb down at 2-10-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-6=-10, 1-3=-100 Concentrated Loads (lb) Vert: 1=-300, 8=-978 (B) Job Truss Truss Type Qty Ply T27098365F27Floor Girder 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:05 Page: 1 ID:FsspADSzPLNN0srZ_ILcmszvlWY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Non Standard bearing condition. Review required. March 11,2022 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 Componentavailable 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 =3x6 =3x6 =4x6 =4x6 =3x4 =3x6 =3x4 6 5 4 1 2 3 0-1-8 2-0-0 0-7-0 0-3-0 1-2-8 0-11-8 0-11-8 2-3-0 3-5-82-0-02-0-0Scale = 1:35.2 Plate Offsets (X, Y):[1:Edge,0-1-8], [1:0-1-8,0-1-8], [4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL)0.00 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(CT)0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT)n/a -n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 35 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=-15/ Mechanical, 5=661/0-6-0 Max Uplift 4=-105 (LC 3) Max Grav 4=86 (LC 4), 5=661 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-3/0, 3-4=-77/114, 1-2=0/162, 2-3=0/156 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 2-5=-247/0, 1-5=-349/0, 3-5=-203/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 4. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-6=-10, 1-3=-100 Concentrated Loads (lb) Vert: 1=-300 Job Truss Truss Type Qty Ply T27098366F28Floor612955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:05 Page: 1 ID:mJgI6pP1fwXaieH1yEoRHjzvlXu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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=3x4 =3x6 =3x4 =3x6 =3x4 5 4 1 2 3 2-6-0 1-11-12 4-11-12 4-11-122-0-02-0-0Scale = 1:27 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(CT)-0.08 4-5 >695 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MP Weight: 34 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=260/0-5-8, 5=260/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-104/0, 3-4=-71/0, 1-2=0/0, 2-3=0/0 BOT CHORD 4-5=0/185 WEBS 2-5=-228/0, 2-4=-248/0 NOTES 1)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098367F29Floor112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:06 Page: 1 ID:ZIx1wDR9RM8JFI3FLt5qVNzvlpw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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=3x4 =4x8 =4x8 =4x8 =1.5x3 =3x4 =1.5x3 =4x12 =5x8 =4x6 =1.5x3 =1.5x3 11 10 9 8 12113214315416567 0-1-8 2-6-0 1-5-4 0-0-8 14-8-4 14-7-12 14-7-122-0-02-0-0Scale = 1:32.4 Plate Offsets (X, Y):[8:Edge,0-1-8], [11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL)-0.11 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT)-0.17 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT)0.05 8 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 85 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or5-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=1414/0-3-8, 11=1717/0-5-8 FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-11=-150/0, 7-8=-54/0, 1-2=0/0, 2-3=-3276/0, 3-4=-3276/0, 4-5=-2683/0, 5-6=-2683/0, 6-7=-2/0 BOT CHORD 10-11=0/2164, 9-10=0/3449, 8-9=0/1120 WEBS 2-11=-2659/0, 2-10=0/1379, 3-10=-631/0, 4-10=-214/0, 4-9=-949/0, 5-9=-535/0, 6-9=0/1937, 6-8=-1747/0 NOTES 1)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)CAUTION, Do not erect truss backwards. 3)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 310 lb down at 1-11-12, 310 lb down at 3-11-12, 310 lb down at 5-11-12, and 310 lb down at 7-11-12, and 310 lb down at 9-11-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 4)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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 8-11=-10, 1-7=-100 Concentrated Loads (lb) Vert: 4=-310 (F), 13=-310 (F), 14=-310 (F), 15=-310 (F), 16=-310 (F) Job Truss Truss Type Qty Ply T27098368F30Floor Girder 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:06 Page: 1 ID:oQgego9487n5hPjeUEuRh0zvZQF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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=3x4 =3x6 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =3x8 =3x10 =3x6 10 9 8 7 1 11 2 12 3 13 4 14 5 15 6 2-6-0 13-4-8 13-4-82-0-02-0-0Scale = 1:26.3 Plate Offsets (X, Y):[6:0-4-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.04 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT)-0.09 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Weight: 81 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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 (lb/size)7=675/0-5-8, 10=677/ Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-102/0, 6-7=-666/0, 1-2=0/0, 2-3=-1160/0, 3-4=-1160/0, 4-5=-821/0, 5-6=-821/0 BOT CHORD 9-10=0/776, 8-9=0/1147, 7-8=0/0 WEBS 2-10=-954/0, 2-9=0/475, 3-9=-231/7, 4-9=0/30, 4-8=-404/0, 5-8=-280/15, 6-8=0/994 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb up at 1-10-4, 205 lb up at 3-10-4, 205 lb up at 5-10-4, 205 lb up at 7-10-4, and 205 lb up at 9-10-4, and 205 lb up at 11-10-4 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 5)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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 7-10=-10, 1-6=-100 Concentrated Loads (lb) Vert: 4=14 (B), 11=14 (B), 12=14 (B), 13=14 (B), 14=14 (B), 15=14 (B) Job Truss Truss Type Qty Ply T27098369F31Floor Girder 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:06 Page: 1 ID:V7z3BwzxHYnHgTeq0qch?wzvlVt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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=2x4 =4x6 =6x8 =5x8 =5x8 =5x6 =5x6 =5x6 =3x8 =3x8 =3x4 =3x4 =3x4 =3x4 =3x8 =4x6 =8x10 =5x8 =4x8 =2x4 25 28 20 19 22 18 17 23 16 24 15 1426 13 27 12 11 1 2 3 4 5 6 21 7 8 9 10 1-2-8 1-2-8 1-11-10 12-6-0 2-3-15 8-2-6 2-3-15 3-6-7 2-3-15 5-10-7 2-3-15 10-6-6 2-8-5 15-2-5 2-5-11 17-8-0 0-3-0 1-2-8 0-11-8 0-11-8 1-11-10 12-6-0 2-3-15 8-2-6 2-3-15 3-6-7 2-3-15 5-10-7 2-3-15 10-6-6 2-5-11 17-8-0 2-8-5 15-2-52-0-0Scale = 1:35.9 Plate Offsets (X, Y):[2:0-3-8,0-2-8], [4:0-3-8,0-1-8], [7:0-3-8,0-1-8], [9:0-3-8,0-2-8], [12:0-5-0,0-4-12], [15:0-3-8,0-1-8], [18:0-3-8,0-2-8], [19:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL)-0.16 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT)-0.24 14-15 >804 240 BCLL 0.0*Rep Stress Incr NO WB 0.91 Horz(CT)0.05 11 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL)0.09 14-15 >999 240 Weight: 372 lb FT = 20% LUMBER TOP CHORD 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 20-1:2x6 SP No.2, 9-11,18-2,16-3,15-4,14-5:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)11=6057/ Mechanical, 19=6389/0-6-0 Max Horiz 19=75 (LC 7) Max Uplift 11=-1234 (LC 5), 19=-1490 (LC 4) Max Grav 11=7831 (LC 15), 19=7857 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-1026/165, 1-2=-731/84, 2-3=-9024/1380, 3-4=-16034/2589, 4-5=-20223/3441, 5-6=-21918/4004, 6-7=-20429/3967, 7-9=-10946/1966, 9-10=-318/69, 10-11=-176/41 BOT CHORD 19-20=-43/175, 18-19=-117/746, 16-18=-1413/9038, 15-16=-2621/16049, 14-15=-3474/20237, 13-14=-4030/21933, 12-13=-3984/20444, 11-12=-1973/10960 WEBS 2-19=-6932/1283, 1-19=-73/978, 9-11=-12743/2289, 3-18=-5312/1151, 2-18=-1564/9943, 3-16=-1463/8406, 4-16=-3762/952, 4-15=-1036/5022, 5-15=-2069/747, 5-14=-681/2033, 6-14=-575/678, 6-13=-1891/59, 7-13=0/1696, 7-12=-10930/2318, 9-12=-1018/6542 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-12 2x4 - 2 rows staggered at 0-4-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)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 3-06-00 tall by 2-00-00 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 1234 lb uplift at joint 11 and 1490 lb uplift at joint 19. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4689 lb down and 1510 lb up at 12-6-0, and 373 lb down and 120 lb up at 0-2-12 on top chord, and 793 lb down at 3-1-4, 793 lb down at 4-10-12, 793 lb down at 6-10-12, 793 lb down at 8-10-12, 793 lb down at 10-10-12, 793 lb down at 12-10-12, and 793 lb down at 14-10-12, and 795 lb down at 16-10-12 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=1.00,Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-21=-450, 10-21=-100, 11-20=-10 Concentrated Loads (lb) Vert: 1=-350, 7=-4400, 12=-209 (F), 22=-209 (F), 23=-209 (F), 24=-209 (F), 25=-209 (F), 26=-209 (F), 27=-209 (F), 28=-211 (F) Job Truss Truss Type Qty Ply T27098370FG1Flat Girder 1 32955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:06 Page: 1 ID:PkgV0SZrpmOebEbxHbzeOTzvZOR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. March 11,2022 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 Componentavailable 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 =4x6 =5x12 =8x10 =3x4 =7x10 =7x8 =4x4 =4x4 =2x4 =2x4 =4x4 =4x4 =7x8 =3x4 =3x4 =4x4 =2x4 17 16 14 13 12 11 10 9 15 18 1 2 3 4 5 6 7 8 2-3-4 2-6-12 16-7-8 2-6-12 8-11-5 2-6-12 14-0-13 2-6-12 6-4-10 2-6-12 11-6-1 2-8-8 19-4-0 3-9-14 3-9-14 2-6-12 16-7-8 2-6-12 14-0-13 2-6-12 8-11-5 2-6-12 6-4-10 2-6-12 11-6-1 2-8-8 19-4-0 3-9-14 3-9-142-0-01-1-0Scale = 1:41.9 Plate Offsets (X, Y):[1:Edge,0-2-4], [6:0-3-8,0-4-8], [14:0-3-8,0-4-12], [16:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL)-0.25 13-14 >925 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT)-0.36 13-14 >632 240 BCLL 0.0*Rep Stress Incr NO WB 0.72 Horz(CT)0.05 9 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL)0.10 13-14 >999 240 Weight: 387 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 17-1:2x6 SP No.2, 16-1:2x4 SP M 31 BRACING TOP CHORD Structural wood sheathing directly applied or4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=2596/0-5-8, 17=6913/0-5-8 Max Horiz 17=-75 (LC 4) Max Uplift 9=-473 (LC 5), 17=-1072 (LC 4) Max Grav 9=2940 (LC 2), 17=8659 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-17=-8023/980, 1-2=-18290/2108, 2-3=-19823/1886, 3-4=-14266/1682, 4-5=-14266/1682, 5-7=-8463/1202, 7-8=-150/43, 8-9=-163/59 BOT CHORD 16-17=-184/980, 14-16=-2140/18305, 13-14=-1919/19838, 12-13=-1712/14266, 11-12=-1712/14266, 10-11=-1226/8579, 9-10=-709/4617 WEBS 2-16=-659/626, 1-16=-2143/18863, 7-9=-5229/781, 3-14=0/2449, 2-14=-271/2281, 3-13=-6589/290, 4-13=-30/1243, 5-12=-100/2063, 5-11=-6962/578, 6-11=-233/2749, 6-10=-4593/600, 7-10=-279/2428 NOTES 1)N/A 2)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-16 2x4 - 2 rows staggered at 0-4-0 oc. 3)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. 4)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 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 1072 lb uplift at joint 17 and 473 lb uplift at joint 9. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7821 lb down and 1240 lb up at 3-10-4, and 2579 lb down at 5-10-0 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=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-8=-100, 9-17=-10 Concentrated Loads (lb) Vert: 16=-6047 (B), 18=-1377 (B) Job Truss Truss Type Qty Ply T27098371FG2Flat Girder 1 32955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:07 Page: 1 ID:E9ZBrKrGPqINsmrL7wu1qKzvZO4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Special connection required to distribute bottom chordloads equally between all plies. March 11,2022 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 Componentavailable 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=3x8 =6x8 =5x6 =4x4 =4x4 =3x4 =3x4 =3x4 =3x4 =4x4 =4x6 =3x4 12 14 11 15 10 16 9 17 8 7 1 13 2 3 4 5 6 0-1-8 12-10-8 2-6-3 5-2-2 2-6-3 7-8-6 2-6-3 10-2-9 2-6-7 12-9-0 2-7-15 2-7-15 2-6-3 10-2-9 2-6-3 7-8-6 2-6-3 5-2-2 2-7-15 12-10-8 2-7-15 2-7-152-0-01-6-81-6-81-6-80-5-82-0-0Scale = 1:27.5 Plate Offsets (X, Y):[1:0-4-0,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL)-0.07 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT)-0.11 9-10 >999 240 BCLL 0.0*Rep Stress Incr NO WB 0.67 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL)0.04 9-10 >999 240 Weight: 270 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 12-1:2x8 SP 2400F 2.0E, 6-7:2x6 SP No.2, 11-1:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=4177/0-5-8, 12=8594/0-6-0 Max Horiz 12=-75 (LC 6) Max Uplift 7=-1040 (LC 5), 12=-2229 (LC 4) Max Grav 7=5317 (LC 15), 12=10523 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-9510/2291, 1-2=-7216/1055, 2-3=-11181/1660, 3-4=-11327/1715, 4-5=-7132/1216, 5-6=-497/123, 6-7=-834/269 BOT CHORD 11-12=-155/768, 10-11=-1088/7230, 9-10=-1693/11196, 8-9=-1739/11341, 7-8=-1226/7147 WEBS 5-7=-7855/1309, 2-11=-3574/877, 1-11=-1130/7719, 2-10=-727/4650, 3-10=-1586/579, 3-9=-264/198, 4-9=0/1495, 4-8=-4919/602, 5-8=-169/2802 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rowsstaggered at 0-4-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc,Except member 2-11 2x4 - 2 rows staggered at 0-4-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)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 3-06-00 tall by 2-00-00 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 2229 lb uplift at joint 12 and 1040 lb uplift at joint 7. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4689 lb down and 1510 lb up at 0-3-10 on top chord, and 915 lb down at 0-9-4, 913 lb down at 2-9-4, 913 lb down at 4-9-4, and 913 lb down at 6-9-4, and 1520 lb down and 94 lb up at 8-9-4 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=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-13=-100, 6-13=-600, 7-12=-10 Concentrated Loads (lb) Vert: 1=-4400, 11=-242 (B), 14=-243 (B), 15=-242 (B), 16=-242 (B), 17=-222 (B) Job Truss Truss Type Qty Ply T27098372FG3Flat Girder 1 32955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:07 Page: 1 ID:kIiIrXIy7W9JD?64oSW0YezvXbt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. March 11,2022 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 Componentavailable 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=2x4 =4x6 =3x4 =3x10 =4x6 =5x6 =4x4 =4x4 =3x4 =6x8 =3x4 =4x4 =7x8 =6x8 =2x4 15 14 13 16 12 17 18 11 19 10 20 9 21 22 8 1 2 3 4 5 6 7 0-1-10 14-3-2 1-1-0 1-2-8 0-1-8 0-1-8 3-1-9 14-1-8 3-3-2 4-5-10 3-3-2 7-8-13 3-3-2 10-11-15 3-4-14 17-8-0 0-1-8 0-1-8 0-3-0 1-2-8 0-10-0 0-11-8 1-4-2 4-5-10 1-11-0 3-1-8 3-3-2 14-3-2 3-3-2 7-8-13 3-3-2 10-11-15 3-4-14 17-8-02-0-01-1-02-0-00-5-81-1-01-6-80-5-82-0-0Scale = 1:39.9 Plate Offsets (X, Y):[2:0-3-8,0-1-8], [6:0-2-12,0-4-8], [10:0-3-8,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL)-0.13 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT)-0.18 10-11 >999 240 BCLL 0.0*Rep Stress Incr NO WB 0.69 Horz(CT)0.04 8 n/a n/a BCDL 5.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL)0.03 10-11 >999 240 Weight: 239 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 15-1:2x6 SP No.2, 12-2,11-3,10-4,9-5,8-6:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or5-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. REACTIONS (lb/size)8=1387/ Mechanical, 14=1816/0-6-0 Max Horiz 14=-75 (LC 6) Max Uplift 14=-240 (LC 4) Max Grav 8=2589 (LC 2), 14=2803 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-408/6, 1-2=-328/24, 2-3=-4298/0, 3-4=-6323/0, 4-5=-6296/1, 5-7=-4232/22, 7-8=-200/63 BOT CHORD 14-15=-34/44, 12-14=-67/328, 11-12=0/4298, 10-11=-14/6323, 9-10=-25/6296, 8-9=-18/4379 WEBS 2-14=-2396/142, 1-14=-81/528, 3-12=-1119/168, 2-12=-13/4426, 3-11=-51/2326, 4-11=-348/156, 4-10=-75/37, 5-10=0/926, 5-9=-2283/0, 6-9=0/1900, 6-8=-4618/2 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-10 2x4 - 1 row at 0-2-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)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 3-06-00 tall by 2-00-00 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 240 lb uplift at joint 14. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 373 lb down and 120 lb up at 0-2-12 on top chord, and 667 lb down at 3-7-4, 535 lb down at 4-10-12, 535 lb down at 6-10-12, 535 lb down at 8-10-12, 535 lb down at 10-10-12, 535 lb down at 12-10-12, and 535 lb down at14-10-12, and 537 lb down at 16-10-12 on bottomchord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-7=-100, 8-15=-10 Concentrated Loads (lb) Vert: 1=-350, 10=-119 (B), 16=-116 (B), 17=-119 (B), 18=-119 (B), 19=-119 (B), 20=-119 (B), 21=-119 (B), 22=-121 (B) Job Truss Truss Type Qty Ply T27098373FG4Flat Girder 1 22955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:07 Page: 1 ID:tYBeH0jCVrddOjoKireXXazkiKP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. March 11,2022 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 Componentavailable 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 1112 =5x6 =7x8 =4x6 =3x6 =3x8 =5x6 =3x6 =7x8 =5x6 2322 21 2019 18 17 16 1514 131 2625 122272428 3936 113104 37 38 5 9 29 6 8 7 1-5-11 1-5-11 1-5-11 16-9-0 2-10-5 4-4-0 2-10-5 15-3-5 4-0-8 8-4-8 4-0-8 12-5-0 2-6-4 2-6-4 2-6-4 16-9-0 5-10-4 14-2-12 5-10-4 8-4-88-1-70-10-10-5-80-5-81-8-132-2-55-11-38-1-7Scale = 1:53.4 Plate Offsets (X, Y):[2:0-2-10,0-4-12], [12:0-2-10,0-4-12], [20:0-1-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL)-0.01 19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT)-0.01 18 >999 240 BCLL 0.0*Rep Stress Incr NO WB 0.08 Horz(CT)0.01 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.01 18-19 >999 240 Weight: 159 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.3 *Except* 1-7,7-13:2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 24, 25, 26 REACTIONS All bearings 2-8-0. except 22=0-3-8, 15=0-3-8 (lb) -Max Horiz 1=-239 (LC 6), 30=-239 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 13, 30, 33 except 14=-257 (LC 17), 15=-134 (LC 10), 22=-124 (LC 10), 23=-240 (LC 18) Max Grav All reactions 250 (lb) or less at joint (s) 14, 23 except 1=355 (LC 1), 13=355 (LC 1), 15=535 (LC 1), 22=535 (LC 1), 30=355 (LC 1), 33=355 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-395/88, 2-36=-434/150, 3-36=-370/159, 3-4=-462/220, 4-37=-449/220, 5-37=-414/225, 5-6=-315/214, 8-9=-315/214, 9-38=-408/225, 10-38=-449/220, 10-11=-462/220, 11-39=-370/159, 12-39=-434/150, 12-13=-382/64 BOT CHORD 1-23=-167/384, 22-23=-122/384, 21-22=-122/384, 20-21=-122/384, 19-20=-122/384, 18-19=-122/384, 17-18=-19/294, 16-17=-19/294, 15-16=-20/295, 14-15=-20/295, 13-14=-20/295 WEBS 6-29=-327/233, 8-29=-327/233 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior (1) 11-4-8 to 13-9-0, Exterior(2E) 13-9-0 to 16-9-0 zone;cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.60 plate gripDOL=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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Vertical gable studs spaced at 2-0-0 oc and horizontal gable studs spaced at 3-3-8 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 3-06-00 tall by 2-00-00 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) 1, 13, 1, 13 except (jt=lb) 23=240, 14=256, 22=124, 15=134. 10)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098374UA1Common Structural Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Fri Mar 11 13:21:04 Page: 1 ID:Lh3khLnPs7Z?YD?aKl3ClVzvaGz-3wEskJhjT7kq_WOiKnZp6IHpty16AzStgC?KHczc_DT PER ICC CODES (IRC/IBC), TPI 1 AND REFERENCED BCSI, FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE INSTALLED ADJACENT TO SCISSOR TRUSSES UNLESS SPECIAL OUT OF PLANE WALL BRACING IS SPECIFIED BY THE ENGINEER OF RECORD. LATERALLY BRACE TOP CHORD WITH PURLINS AT 2-0-0 o/c IF STRUCTURAL SHEATHING IS NOT DIRECTLY APPLIED. March 11,2022 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 Componentavailable 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 1112 812 =5x8 =5x6 =5x6 =2x4 =3x6 =4x4 =6x8 =3x6 =2x4 =5x6 =5x6 =5x8 71 2 6 810 2219 539 20 21 4 4-4-0 4-4-0 4-0-8 8-4-8 4-0-8 12-5-0 4-4-0 16-9-0 0-6-0 16-9-0 0-6-0 0-6-0 4-0-8 8-4-8 4-0-8 12-5-0 3-10-0 4-4-0 3-10-0 16-3-00-10-18-6-35-3-0Scale = 1:55.6 Plate Offsets (X, Y):[1:0-1-4,0-6-11], [7:0-4-2,0-1-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL)-0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT)-0.19 9-10 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.59 Horz(CT)0.27 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.09 9-10 >999 240 Weight: 108 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 3-7-13, Right 2x8SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=670/0-6-0, 7=670/0-6-0 Max Horiz 1=-256 (LC 6) Max Uplift 1=-189 (LC 11), 7=-189 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1712/658, 3-4=-1480/371, 4-5=-1530/417, 5-7=-1589/509 BOT CHORD 1-10=-630/1607, 9-10=-639/1658, 8-9=-330/1355, 7-8=-322/1306 WEBS 4-9=-382/1716, 5-9=-335/499, 3-9=-281/397, 3-10=-11/87, 5-8=-15/87 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior (1) 11-4-8 to 13-9-0, Exterior(2E) 13-9-0 to 16-9-0 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 lb uplift at joint 1 and 189 lb uplift at joint 7. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098375UA2Scissor512955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:08 Page: 1 ID:JveKbZwECJWvzQ7NQPnX5azvlCZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 812 =4x12 =5x6 =2x4 =3x6 =4x4 =6x8 =3x6 =2x4 =5x6 =5x6 =5x8 71 2 6 10 8 2219 3 59 2120 4 4-1-0 4-1-0 4-0-8 12-2-0 4-0-8 8-1-8 4-4-0 16-6-0 0-3-0 0-3-0 0-6-0 16-6-0 4-0-8 12-2-0 4-0-8 8-1-8 3-10-0 4-1-0 3-10-0 16-0-01-0-130-10-18-6-35-3-0Scale = 1:55.6 Plate Offsets (X, Y):[1:0-0-6,0-1-7], [7:0-4-2,0-1-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL)-0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT)-0.19 9-10 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.57 Horz(CT)0.26 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.09 9-10 >999 240 Weight: 105 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 3-0-4, Right 2x8SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=660/ Mechanical, 7=660/0-6-0 Max Horiz 1=-255 (LC 6) Max Uplift 1=-188 (LC 11), 7=-186 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1603/609, 3-4=-1437/351, 4-5=-1490/398, 5-7=-1557/506 BOT CHORD 1-10=-578/1485, 9-10=-592/1552, 8-9=-326/1330, 7-8=-318/1281 WEBS 4-9=-355/1657, 5-9=-336/500, 3-9=-233/370, 3-10=-41/66, 5-8=-14/87 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Interior (1) 3-3-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior (1) 11-4-8 to 13-9-0, Exterior(2E) 13-9-0 to 16-9-0 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 1 and 186 lb uplift at joint 7. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098376UA4Scissor412955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:09 Page: 1 ID:0eqNPQgVr3CFnoI5UjNr3RzvlBc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 812=4x12 =5x6 =2x4 =2x4 =5x8 =3x4 =7x8 =3x4 =2x4 =4x6 =4x8 11 10 9 8 71 2 612 20 5 213 4 2-10-4 8-1-8 4-0-8 12-2-0 4-4-0 16-6-0 5-3-4 5-3-4 0-3-0 0-3-0 2-4-8 10-6-0 0-4-0 5-1-8 3-0-0 8-1-8 4-6-8 4-9-8 6-0-0 16-6-01-0-130-10-11-0-138-6-33-3-0Scale = 1:57.6 Plate Offsets (X, Y):[1:0-11-14,Edge], [6:0-3-0,Edge], [7:Edge,0-0-15], [12:0-6-0,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL)-0.07 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT)-0.14 11 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.50 Horz(CT)0.15 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.07 11 >999 240 Weight: 126 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 6-7:2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-10:2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 3-0-4 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 4-9 REACTIONS (lb/size)1=667/ Mechanical, 7=663/0-6-0 Max Horiz 1=-259 (LC 6) Max Uplift 1=-184 (LC 11), 7=-184 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1598/563, 3-4=-1557/719, 4-5=-650/408, 5-7=-743/291 BOT CHORD 1-12=-520/1488, 10-12=0/78, 3-12=-153/269, 10-11=0/0, 9-10=-9/35, 8-9=-60/404, 7-8=-118/485 WEBS 4-9=-381/80, 9-12=-83/568, 4-12=-640/1643, 4-8=-264/333, 5-8=-255/314 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Interior (1) 3-3-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior (1) 11-4-8 to 13-9-0, Exterior(2E) 13-9-0 to 16-9-0 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 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 184 lb uplift at joint 1 and 184 lb uplift at joint 7. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098377UA5Roof Special 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:09 Page: 1 ID:KvWRWiJZ2xXcpnPAPT9gbWzvkyZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =3x10 =5x6 =2x4 =4x4 =5x8 =2x4 =4x6 =4x8 8 71 2 616 3 5 17 18 4 4-1-0 4-1-0 4-4-0 16-6-0 4-0-8 12-2-0 4-0-8 8-1-8 8-1-8 8-1-8 8-4-8 16-6-08-6-31-0-130-10-10-3-80-3-88-2-118-6-3Scale = 1:55.2 Plate Offsets (X, Y):[1:0-3-4,0-0-2], [6:0-3-0,Edge], [7:Edge,0-0-15], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL)-0.06 8-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT)-0.13 8-15 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.31 Horz(CT)0.01 1 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.02 8-15 >999 240 Weight: 96 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 6-7:2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=660/ Mechanical, 7=660/0-6-0 Max Horiz 1=-259 (LC 6) Max Uplift 1=-186 (LC 11), 7=-187 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-695/300, 3-4=-560/321, 4-5=-564/322, 5-7=-709/302 BOT CHORD 1-7=-244/564 WEBS 4-8=-243/490, 5-8=-252/285, 3-8=-226/274 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-0 to 3-3-0, Interior (1) 3-3-0 to 5-4-8, Exterior(2R) 5-4-8 to 11-4-8, Interior (1) 11-4-8 to 13-9-0, Exterior(2E) 13-9-0 to 16-9-0 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 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 186 lb uplift at joint 1 and 187 lb uplift at joint 7. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098378UA6Common212955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:09 Page: 1 ID:aXFqNTtrvGfSASBnvMShnWzvkwZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =3x6 =3x10 =5x6 =3x10 =3x6 18 17 16 15 14 13 12 111 93102 2827 84 75 6 1-5-11 1-5-11 1-5-11 15-3-8 6-2-1 7-7-12 6-2-1 13-9-13 15-3-87-5-70-10-10-5-50-5-51-8-152-2-55-3-27-5-7Scale = 1:48.8 Plate Offsets (X, Y):[1:0-2-0,0-3-1], [2:0-8-6,0-1-4], [10:0-8-6,0-1-4], [11:0-2-0,0-3-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr NO WB 0.20 Horiz(TL)0.01 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.3 *Except* 1-6,6-11:2x6 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=74/15-3-8, 11=74/15-3-8, 12=158/15-3-8, 13=163/15-3-8, 14=159/15-3-8, 15=115/15-3-8, 16=159/15-3-8, 17=163/15-3-8, 18=158/15-3-8, 19=74/15-3-8, 23=74/15-3-8 Max Horiz 1=-217 (LC 6), 19=-217 (LC 6) Max Uplift 1=-96 (LC 8), 11=-47 (LC 9), 12=-193 (LC 11), 13=-143 (LC 11), 14=-127 (LC 11), 16=-135 (LC 10), 17=-134 (LC 10), 18=-203 (LC 10), 19=-96 (LC 8), 23=-47 (LC 9) Max Grav 1=164 (LC 10), 11=133 (LC 20), 12=209 (LC 18), 13=185 (LC 18), 14=190 (LC 18), 15=182 (LC 11), 16=199 (LC 17), 17=176 (LC 17), 18=220 (LC 17), 19=164 (LC 10), 23=133 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-209/169, 2-4=-147/126, 4-5=-138/157, 5-6=-153/279, 6-7=-153/279, 7-8=-94/157, 8-10=-100/68, 10-11=-168/109 BOT CHORD 1-18=-81/154, 17-18=-81/154, 16-17=-81/155, 15-16=-81/155, 14-15=-81/155, 13-14=-81/155, 12-13=-81/154, 11-12=-81/154 WEBS 6-15=-224/71, 5-16=-158/162, 4-17=-153/225, 2-18=-156/242, 7-14=-150/162, 8-13=-153/225, 10-12=-152/242 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 4-7-12, Corner(3R) 4-7-12 to 10-7-12, Exterior (2N) 10-7-12 to 12-3-8, Corner(3E) 12-3-8 to 15-3-8 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 1, 47 lb uplift at joint 11, 135 lb uplift at joint 16, 134 lb uplift at joint 17, 203 lb uplift at joint 18, 127 lb uplift at joint 14, 143 lb uplift at joint 13, 193 lb uplift at joint 12, 96 lb uplift at joint 1 and 47 lb uplift at joint 11. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098379UB1Common Supported Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:09 Page: 1 ID:XbiJuxQPgKs51uaAS7fcqKzvlKy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PER ICC CODES (IRC/IBC), TPI 1 AND REFERENCED BCSI, FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE INSTALLED ADJACENT TO SCISSOR TRUSSES UNLESS SPECIAL OUT OF PLANE WALL BRACING IS SPECIFIED BY THE ENGINEER OF RECORD. LATERALLY BRACE TOP CHORD WITH PURLINS AT 2-0-0 o/c IF STRUCTURAL SHEATHING IS NOT DIRECTLY APPLIED. March 11,2022 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 Componentavailable 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 1112 812 =5x8 =5x6 =5x6 =2x4 =3x6 =4x4 =6x8 =3x6 =2x4 =5x6 =5x6 =5x8 71 10 8 2 6 2219 53 2120 9 4 3-9-14 3-9-14 3-9-14 7-7-12 3-9-14 11-5-10 3-9-14 15-3-8 0-6-0 15-3-8 0-6-0 0-6-0 3-3-14 3-9-14 3-3-14 14-9-8 3-9-14 11-5-10 3-9-14 7-7-120-10-17-10-34-9-3Scale = 1:52.7 Plate Offsets (X, Y):[1:0-1-12,0-7-7], [7:0-4-10,0-2-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL)-0.07 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT)-0.14 9-10 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.52 Horz(CT)0.20 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.07 9-10 >999 240 Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 3-7-13, Right 2x8SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=612/0-6-0, 7=612/0-6-0 Max Horiz 1=-234 (LC 6) Max Uplift 1=-173 (LC 11), 7=-173 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1505/585, 3-4=-1318/335, 4-5=-1367/379, 5-7=-1395/510 BOT CHORD 1-10=-560/1415, 9-10=-573/1464, 8-9=-336/1190, 7-8=-323/1143 WEBS 4-9=-339/1516, 3-9=-250/352, 3-10=-12/81, 5-9=-297/447, 5-8=-11/81 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-7-12, Exterior(2R) 4-7-12 to 10-7-12, Interior (1) 10-7-12 to 12-3-8, Exterior(2E) 12-3-8 to 15-3-8 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 1 and 173 lb uplift at joint 7. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098380UB2Scissor312955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:10 Page: 1 ID:BAyH_snbrEW_0LIkfjgPVSzvlKV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 812 =5x8 =5x6 =5x6 =2x4 =3x6 =4x4 =6x8 =3x6 =4x6 =5x6 =3x4 =2x4 8 1 6 711 2 9 16 3 51817 10 4 0-11-13 15-3-8 3-4-0 14-3-11 3-4-0 10-11-12 3-9-14 3-9-14 3-9-14 7-7-12 0-6-0 15-3-8 0-6-0 0-6-0 3-4-0 10-11-12 3-3-14 3-9-14 3-9-14 7-7-12 3-9-12 14-9-87-10-30-10-11-8-144-9-31-8-141-8-146-1-57-10-3Scale = 1:53.2 Plate Offsets (X, Y):[1:0-1-12,0-7-7], [6:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL)-0.06 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT)-0.13 10-11 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.52 Horz(CT)0.20 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.07 10-11 >999 240 Weight: 98 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=606/0-6-0, 8=606/0-6-0 Max Horiz 1=276 (LC 9) Max Uplift 1=-169 (LC 10), 8=-173 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1503/554, 3-4=-1301/293, 4-5=-1349/345, 5-6=-1416/406, 6-7=-61/38, 7-8=-35/18 BOT CHORD 1-11=-518/1421, 10-11=-532/1467, 9-10=-252/1219, 8-9=-227/555 WEBS 4-10=-298/1518, 6-8=-934/397, 3-10=-291/364, 3-11=-7/88, 5-10=-308/333, 5-9=-115/63, 6-9=-72/629 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exteriorzone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1)3-0-0 to 4-7-12, Exterior(2R) 4-7-12 to 10-7-12, Interior(1) 10-7-12 to 14-3-11, Exterior(2E) 14-3-11 to 15-1-12zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s) 1, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 1 and 173 lb uplift at joint 8. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098381UB3Roof Special 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:10 Page: 1 ID:Xhp0ABF3fDQSBLmERPtYbgzvlJu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 812 =5x8 =5x6 =5x6 =2x4 =3x6 =4x4 =6x8 =4x6 =4x4 =4x8 =3x4 =2x4 8 1 9 6 7 11 2 16 3 517 10 4 1-8-8 15-3-8 2-9-3 13-7-0 3-2-1 10-9-13 3-9-14 3-9-14 3-9-14 7-7-12 0-6-0 15-3-8 0-6-0 0-6-0 1-0-12 14-9-8 3-3-14 3-9-14 3-9-14 7-7-12 6-1-0 13-8-127-10-30-10-12-4-144-9-32-4-142-4-145-5-57-10-3Scale = 1:55.5 Plate Offsets (X, Y):[1:0-1-12,0-7-7], [9:0-1-10,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL)-0.06 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT)-0.15 9-10 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.52 Horz(CT)0.20 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.07 10-11 >999 240 Weight: 99 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=606/0-6-0, 8=606/0-6-0 Max Horiz 1=288 (LC 9) Max Uplift 1=-169 (LC 10), 8=-180 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1497/561, 3-4=-1309/293, 4-5=-1351/345, 5-6=-955/403, 6-7=-612/218, 7-8=-623/183 BOT CHORD 1-11=-539/1413, 10-11=-550/1465, 9-10=-357/1194, 8-9=-42/75 WEBS 4-10=-328/1527, 6-9=-738/329, 7-9=-216/837, 3-10=-285/369, 3-11=-16/67, 5-10=-251/312, 5-9=-537/168 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exteriorzone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1)3-0-0 to 4-7-12, Exterior(2R) 4-7-12 to 10-9-13, Interior(1) 10-9-13 to 13-7-0, Exterior(2E) 13-7-0 to 15-1-12zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s) 1, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 1 and 180 lb uplift at joint 8. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098382UB4Roof Special 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:10 Page: 1 ID:U91Us75zAjEWb57hY67zQRzvlIo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 812 =5x8 =5x6 =5x6 =2x4 =3x6 =4x4 =6x8 =4x6 =3x6 =3x4 =2x4 7 1 8 10 2 5 615 3 16 17 9 4 1-11-4 14-9-8 3-9-14 3-9-14 3-9-14 7-7-12 5-2-8 12-10-4 0-3-0 14-9-8 0-6-0 0-6-0 1-6-8 14-6-8 3-3-14 3-9-14 3-9-14 7-7-12 5-4-4 13-0-07-10-30-10-12-10-143-0-143-0-144-9-57-10-30-2-00-2-04-7-34-9-3Scale = 1:53.6 Plate Offsets (X, Y):[1:0-1-12,0-7-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL)-0.06 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT)-0.12 9-10 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.46 Horz(CT)0.17 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.06 9-10 >999 240 Weight: 96 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=586/0-6-0, 7=586/ Mechanical Max Horiz 1=287 (LC 9) Max Uplift 1=-162 (LC 10), 7=-177 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1437/561, 3-4=-1230/306, 4-5=-1334/335, 5-6=-603/285, 6-7=-586/188 BOT CHORD 1-10=-554/1362, 9-10=-567/1409, 8-9=-362/860, 7-8=-64/88 WEBS 4-9=-366/1395, 5-9=-298/432, 5-8=-946/455, 6-8=-308/827, 3-9=-276/353, 3-10=-8/77 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-7-12, Exterior(2R) 4-7-12 to 10-7-12, Interior (1) 10-7-12 to 12-10-4, Exterior(2E) 12-10-4 to 14-7-12 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 1 and 177 lb uplift at joint 7. 10)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098383UB5Roof Special 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:11 Page: 1 ID:G29eNwDIGIyJFOkZU8Inh2zvlHL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 812 =5x8 =5x6 =5x6 =2x4 =3x6 =4x4 =6x8 =4x6 =3x6 =3x4 =2x4 7 1 8 10 2 15 5 63 16 17 9 4 2-8-0 14-9-8 3-9-14 3-9-14 3-9-14 7-7-12 4-5-12 12-1-8 0-3-0 14-9-8 0-6-0 0-6-0 2-3-4 14-6-8 3-3-14 3-9-14 3-9-14 7-7-12 4-7-8 12-3-47-10-30-10-13-6-143-8-143-8-144-1-57-10-30-2-00-2-04-7-34-9-3Scale = 1:53.6 Plate Offsets (X, Y):[1:0-1-12,0-7-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL)-0.06 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT)-0.12 9-10 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.47 Horz(CT)0.17 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.06 9-10 >999 240 Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=586/0-6-0, 7=586/ Mechanical Max Horiz 1=299 (LC 9) Max Uplift 1=-161 (LC 10), 7=-188 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1438/565, 3-4=-1225/374, 4-5=-1293/365, 5-6=-695/308, 6-7=-569/205 BOT CHORD 1-10=-591/1361, 9-10=-606/1407, 8-9=-400/957, 7-8=-83/99 WEBS 4-9=-420/1394, 5-9=-277/359, 5-8=-949/435, 6-8=-315/854, 3-9=-292/356, 3-10=-6/82 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-7-12, Exterior(2R) 4-7-12 to 10-7-12, Interior (1) 10-7-12 to 12-1-8, Exterior(2E) 12-1-8 to 14-7-12 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 1 and 188 lb uplift at joint 7. 10)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098384UB6Roof Special 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:11 Page: 1 ID:pHL6Hv3eT?6lUlMnO30Qs5zvlEz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 812 =5x8 =5x6 =5x6 =2x4 =3x6 =4x4 =6x8 =4x4 =3x6 =3x4 =2x4 7 1 810 2 15 5 63 16 9 17 4 3-9-14 3-9-14 3-1-13 14-9-8 3-11-15 11-7-11 3-9-14 7-7-12 0-3-0 14-9-8 0-6-0 0-6-0 2-9-1 14-6-8 3-3-14 3-9-14 3-9-14 7-7-12 4-1-11 11-9-77-10-30-10-14-0-44-2-44-2-43-7-157-10-30-2-00-2-04-7-34-9-3Scale = 1:52.7 Plate Offsets (X, Y):[1:0-1-12,0-7-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL)-0.06 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT)-0.12 9-10 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.47 Horz(CT)0.17 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.07 9-10 >999 240 Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=586/0-6-0, 7=586/ Mechanical Max Horiz 1=307 (LC 9) Max Uplift 1=-161 (LC 10), 7=-197 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1438/567, 3-4=-1222/417, 4-5=-1276/397, 5-6=-739/314, 6-7=-562/222 BOT CHORD 1-10=-619/1361, 9-10=-635/1406, 8-9=-430/1001, 7-8=-94/109 WEBS 4-9=-461/1393, 5-9=-255/315, 5-8=-948/439, 6-8=-330/871, 3-9=-302/357, 3-10=-5/85 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 4-7-12, Exterior(2R) 4-7-12 to 10-7-12, Interior (1) 10-7-12 to 11-7-11, Exterior(2E) 11-7-11 to 14-7-12 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Provide adequate drainage to prevent water ponding. 5)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 1 and 197 lb uplift at joint 7. 10)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098385UB7Roof Special 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:11 Page: 1 ID:qMSpY9uISug6eCYrNLFNcRzvlDv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =3x6 =4x4 =4x8 =2x4 =2x4 =6x8 =4x4 =2x4 8 13 7 14 15 16 6 17 18 5 1 2 3 4 3-10-15 3-10-15 5-5-1 9-3-15 5-5-1 14-9-0 4-0-11 4-0-11 5-3-5 9-3-15 5-5-1 14-9-00-10-94-5-94-5-9Scale = 1:36.3 Plate Offsets (X, Y):[1:0-2-0,0-1-1], [2:0-6-4,0-1-12], [6:0-4-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL)-0.04 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT)-0.08 6-7 >999 240 BCLL 0.0*Rep Stress Incr NO WB 0.63 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL)0.04 6-7 >999 240 Weight: 195 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=3051/0-5-8, 5=2608/ Mechanical Max Horiz 1=201 (LC 7) Max Uplift 1=-966 (LC 8), 5=-883 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2997/971, 2-3=-2645/884, 3-4=-2645/884, 4-5=-2157/772 BOT CHORD 1-7=-795/2138, 6-7=-808/2188, 5-6=-64/68 WEBS 2-7=-405/1407, 2-6=-286/615, 3-6=-359/283, 4-6=-1104/3289 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: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 966 lb uplift at joint 1 and 883 lb uplift at joint 5. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 644 lb down and 196 lb up at 0-7-12, 640 lb down and 198 lb up at 2-7-12, 640 lb down and 198 lb up at 4-7-12, 640 lb down and 198 lb up at 6-7-12, 647 lb down and 194 lb up at 8-7-12, and 640 lb down and 196 lb up at 10-7-12, and 640 lb down and 196 lb up at 12-7-12 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 (lb/ft) Vert: 1-2=-60, 2-4=-60, 5-9=-20 Concentrated Loads (lb) Vert: 11=-644 (F), 13=-640 (F), 14=-640 (F), 15=-640 (F), 16=-647 (F), 17=-640 (F), 18=-640 (F) Job Truss Truss Type Qty Ply T27098386UB8Half Hip Girder 1 22955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:12 Page: 1 ID:eQfVXb2GNtYJTmrfH?DCugzvkwK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =3x6 =7x8 =3x6 =3x4 =5x6 =3x8 =3x6 =7x8 =3x6 23 22 21 20 19 18 17 16 15 14 131 2725 122 2624 3736 113104 95 86 7 1-5-11 1-5-11 1-5-11 17-6-0 2-11-2 16-0-5 2-11-2 4-4-13 4-4-3 8-9-0 4-4-3 13-1-3 3-11-12 8-9-0 3-11-12 12-8-12 4-9-4 17-6-0 4-9-4 4-9-48-5-90-10-10-5-50-5-51-8-152-2-56-3-58-5-9Scale = 1:55 Plate Offsets (X, Y):[1:0-2-0,0-3-1], [2:0-2-10,0-4-12], [12:0-2-10,0-4-12], [13:0-2-0,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL)0.01 18-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT)-0.01 17-18 >999 240 BCLL 0.0*Rep Stress Incr NO WB 0.14 Horz(CT)0.00 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 165 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.3 *Except* 1-7,7-13:2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 24, 26 REACTIONS (lb/size)1=156/4-11-0, 13=156/4-11-0, 14=123/4-11-0, 15=253/4-11-0, 16=169/0-3-8, 21=169/0-3-8, 22=253/4-11-0, 23=123/4-11-0, 28=156/4-11-0, 32=156/4-11-0 Max Horiz 1=-251 (LC 6), 28=-251 (LC 6) Max Uplift 1=-73 (LC 6), 13=-7 (LC 10), 14=-150 (LC 11), 15=-53 (LC 10), 16=-118 (LC 11), 21=-128 (LC 10), 22=-29 (LC 11), 23=-171 (LC 10), 28=-73 (LC 6), 32=-7 (LC 10) Max Grav 1=208 (LC 18), 13=156 (LC 1), 14=161 (LC 18), 15=269 (LC 17), 16=196 (LC 18), 21=207 (LC 17), 22=253 (LC 1), 23=184 (LC 17), 28=208 (LC 18), 32=156 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-209/119, 2-3=-172/130, 3-4=-278/171,4-5=-275/171, 5-6=-247/223, 6-7=-211/214,7-8=-211/207, 8-9=-247/208, 9-10=-245/137,10-11=-248/134, 11-12=-120/72,12-13=-132/17 BOT CHORD 1-23=-120/177, 22-23=-120/177, 21-22=-120/177, 20-21=-120/177, 18-20=-120/177, 17-18=-12/98, 16-17=-12/98, 15-16=-12/98, 14-15=-12/99, 13-14=-12/99 WEBS 7-18=-115/96, 18-27=-61/152, 26-27=-56/152, 10-26=-53/150, 4-24=-5/126, 24-25=-7/124, 18-25=-14/129, 2-23=-118/155, 3-22=-307/98, 5-24=-89/111, 20-24=-80/101, 6-25=-20/23, 12-14=-104/142, 11-15=-307/98, 9-26=-84/107, 17-26=-73/95, 8-27=-16/17 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-9-0, Exterior(2R) 5-9-0 to 11-6-2, Interior (1) 11-6-2 to 14-6-0, Exterior(2E) 14-6-0 to 17-6-0 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are 2x4 MT20 unless otherwise indicated. 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 3-06-00 tall by 2-00-00 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 73 lb uplift at joint 1, 7 lb uplift at joint 13, 171 lb uplift at joint 23, 29 lb uplift at joint 22, 150 lb uplift at joint 14, 53 lb uplift at joint 15, 128 lb uplift at joint 21, 118 lb uplift at joint 16, 73 lb uplift at joint 1 and 7 lb uplift at joint 13. 10)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098387UC1Common Structural Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:12 Page: 1 ID:3K2ZmseOPuMppUFaJWDPWfzvmCC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LATERALLY BRACE TOP CHORD WITH PURLINS AT 2-0-0 o/c IF STRUCTURAL SHEATHING IS NOT DIRECTLY APPLIED. March 11,2022 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 Componentavailable 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 1112 =4x8 =4x6 =2x4 =4x4 =5x8 =2x4 =4x6 =4x8 8 71 62 53 1615 4 4-6-4 4-6-4 4-2-12 8-9-0 4-2-12 12-11-12 4-6-4 17-6-0 8-9-0 8-9-0 8-9-0 17-6-00-10-18-10-5Scale = 1:56.8 Plate Offsets (X, Y):[1:Edge,0-0-15], [2:0-3-0,Edge], [6:0-3-0,Edge], [7:Edge,0-0-15], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL)-0.07 8-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT)-0.15 8-14 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.35 Horz(CT)0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.03 8-11 >999 240 Weight: 100 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 *Except* 2-4,6-4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=700/0-6-0, 7=700/0-6-0 Max Horiz 1=-271 (LC 6) Max Uplift 1=-199 (LC 10), 7=-199 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-760/305, 3-4=-608/325, 4-5=-608/325, 5-7=-760/305 BOT CHORD 1-7=-244/621 WEBS 4-8=-251/532, 5-8=-264/299, 3-8=-263/298 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-9-0, Exterior(2R) 5-9-0 to 11-9-0, Interior (1) 11-9-0 to 14-6-0, Exterior(2E) 14-6-0 to 17-6-0 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 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 199 lb uplift at joint 1 and 199 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098388UC2Common512955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:12 Page: 1 ID:7yqTw92Kw5FScGvbF69j9?zvlQc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =7x8 =5x8 =4x4 =5x8 =2x4 =4x6 =7x8 =3x6 =3x8 =4x4 =3x6 =3x4 =2x4 =5x8 =5x8 22 141323 12 24 11 25 1026 27 9 28 812 73 64 5 3-0-9 5-9-11 3-0-12 14-8-4 2-10-13 8-8-8 2-9-4 17-5-8 2-9-1 2-9-1 2-11-0 11-7-8 2-10-13 8-8-8 2-10-13 5-9-11 2-11-0 11-7-8 2-11-0 14-6-8 2-10-13 2-10-13 2-11-0 17-5-80-10-90-10-18-10-5Scale = 1:60 Plate Offsets (X, Y):[1:0-2-8,0-1-15], [3:0-2-8,Edge], [7:0-2-8,Edge], [8:0-8-0,0-0-7], [12:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL)-0.05 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT)-0.09 10-11 >999 240 BCLL 0.0*Rep Stress Incr NO WB 0.75 Horz(CT)0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL)0.05 10-11 >999 240 Weight: 312 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 *Except* 3-5,7-5:2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 SLIDER Left 2x8 SP 2400F 2.0E -- 1-2-3 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 (lb/size)1=3722/0-5-8, 8=3830/0-6-0 Max Horiz 1=-271 (LC 23) Max Uplift 1=-1123 (LC 8), 8=-1158 (LC 9) Max Grav 1=4070 (LC 15), 8=4196 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-4624/1302, 4-5=-3150/1039, 5-6=-3147/1038, 6-8=-4901/1371 BOT CHORD 1-14=-982/3296, 12-14=-992/3338, 11-12=-825/3047, 10-11=-772/3032, 9-10=-942/3515, 8-9=-930/3463 WEBS 3-14=-219/859, 3-12=-407/234, 4-12=-485/1684, 4-11=-1486/587, 5-11=-1278/4008, 6-11=-1619/625, 6-10=-542/1886, 7-10=-787/340, 7-9=-269/1074 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web 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 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 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 1123 lb uplift at joint 1 and 1158 lb uplift at joint 8. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 879 lb down and 236 lb up at 2-0-12, 879 lb down and 236 lb up at 4-0-12, 879 lb down and 236 lb up at 6-0-12, 879 lb down and 236 lb up at 8-0-12, 879 lb down and 236 lb up at 10-0-12, 879 lb down and 236 lb up at12-0-12, and 879 lb down and 236 lb up at 14-0-12, and879 lb down and 236 lb up at 16-0-12 on bottom chord.The design/selection of such connection device(s) is theresponsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-5=-60, 5-8=-60, 15-19=-20 Concentrated Loads (lb) Vert: 12=-772 (F), 22=-772 (F), 23=-772 (F), 24=-772 (F), 25=-772 (F), 26=-772 (F), 27=-772 (F), 28=-772 (F) Job Truss Truss Type Qty Ply T27098389UC3Common Girder 1 22955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:13 Page: 1 ID:ZnqjMxYAAiK5x4DNt4NG2ezvlNN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =3x6 =5x8 =3x4 =5x6 =5x8 =3x6 25 24 23 22 2120 19 1817 16 15 14 1 13283129 122 40 41 113263027 104 9568 7 1-5-11 1-5-11 1-5-11 19-9-8 8-5-1 18-3-13 8-5-1 9-10-12 19-9-89-6-30-10-10-5-50-5-51-8-152-2-57-3-149-6-3Scale = 1:58.2 Plate Offsets (X, Y):[1:0-2-0,0-0-1], [2:0-1-6,0-3-4], [12:0-1-6,0-3-4], [13:0-2-0,0-3-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr NO WB 0.11 Horiz(TL)0.01 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 187 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.3 *Except* 1-7,7-13:2x6 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 26, 27, 31 REACTIONS (lb/size)1=104/19-9-8, 13=104/19-9-8, 14=158/19-9-8, 15=166/19-9-8,16=158/19-9-8, 17=102/19-9-8,18=86/19-9-8, 19=37/19-9-8,20=86/19-9-8, 21=102/19-9-8,23=158/19-9-8, 24=166/19-9-8,25=158/19-9-8, 32=104/19-9-8,36=104/19-9-8 Max Horiz 1=286 (LC 7), 32=286 (LC 7) Max Uplift 1=-128 (LC 8), 13=-81 (LC 9), 14=-261 (LC 11), 15=-97 (LC 11), 16=-190 (LC 11), 17=-66 (LC 11), 20=-31 (LC 7), 21=-71 (LC 10),23=-183 (LC 10), 24=-92 (LC 10),25=-274 (LC 10), 32=-128 (LC 8),36=-81 (LC 9) Max Grav 1=293 (LC 10), 13=262 (LC 11), 14=231 (LC 18), 15=176 (LC 18), 16=197 (LC 18), 17=117 (LC 18), 18=87 (LC 19), 19=72 (LC 3),20=112 (LC 17), 21=122 (LC 17),23=189 (LC 17), 24=170 (LC 17),25=244 (LC 17), 32=293 (LC 10),36=262 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-378/221, 2-3=-229/153, 3-4=-175/127, 4-5=-150/143, 5-6=-112/180, 6-7=-119/175, 7-8=-119/175, 8-9=-112/180, 9-10=-104/120, 10-11=-135/73, 11-12=-195/103, 12-13=-339/164 BOT CHORD 1-25=-119/276, 24-25=-119/276, 23-24=-119/276, 21-23=-119/276, 20-21=-119/276, 19-20=-119/277, 18-19=-119/277, 17-18=-119/276, 16-17=-119/276, 15-16=-118/276, 14-15=-118/275, 13-14=-118/275 WEBS 20-28=-99/36, 26-28=-99/36, 6-26=-95/38, 18-29=-76/0, 27-29=-76/0, 8-27=-71/5, 26-30=-2/5, 27-30=-2/5, 28-31=-3/1, 29-31=-3/1, 7-30=-44/20, 19-31=-1/0, 5-21=-94/88, 4-23=-162/224, 3-24=-137/148, 2-25=-179/262, 9-17=-88/84, 10-16=-162/224, 11-15=-141/148, 12-14=-170/262 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 6-10-12, Corner(3R) 6-10-12 to 12-10-12,Exterior(2N) 12-10-12 to 16-9-8, Corner(3E) 16-9-8 to19-9-8 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Vertical gable studs spaced at 2-0-0 oc and horizontal gable studs spaced at 3-3-8 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 1, 81 lb uplift at joint 13, 31 lb uplift at joint 20, 71 lb uplift at joint 21, 183 lb uplift at joint 23, 92 lb uplift at joint 24, 274 lb uplift at joint 25, 66 lb uplift at joint 17, 190 lb uplift at joint 16, 97 lb uplift at joint 15, 261 lb uplift at joint 14, 128 lb uplift at joint 1 and 81 lb uplift at joint 13. Job Truss Truss Type Qty Ply T27098390UD1Common Supported Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:13 Page: 1 ID:A3oGpImWB5MKPIqbj8e3MTzvZqb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 PER ICC CODES (IRC/IBC), TPI 1 AND REFERENCED BCSI, FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE INSTALLED ADJACENT TO SCISSOR TRUSSES UNLESS SPECIAL OUT OF PLANE WALL BRACING IS SPECIFIED BY THE ENGINEER OF RECORD. LATERALLY BRACE TOP CHORD WITH PURLINS AT 2-0-0 o/c IF STRUCTURAL SHEATHING IS NOT DIRECTLY APPLIED.March 11,2022 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 Componentavailable 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 11)Beveled plate or shim required to provide full bearingsurface with truss chord at joint(s) 1, 32. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098390UD1Common Supported Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:13 Page: 2 ID:A3oGpImWB5MKPIqbj8e3MTzvZqb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?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 Componentavailable 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 1112 812 =6x8 =5x6 =5x6 =2x4 =3x6 =6x8 =4x4 =3x6 =2x4 =5x6 =5x6 =5x8 1 7 62 810 539 2019 4 5-1-2 5-1-2 4-9-10 14-8-6 4-9-10 9-10-12 5-1-2 19-9-8 0-5-8 0-5-8 0-6-0 19-9-8 4-9-6 9-10-8 4-9-14 14-8-6 4-7-2 19-3-8 4-7-10 5-1-20-10-19-10-156-3-5Scale = 1:61.8 Plate Offsets (X, Y):[1:0-6-11,0-4-5], [7:0-2-14,0-0-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL)-0.15 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT)-0.32 8-9 >743 240 BCLL 0.0*Rep Stress Incr YES WB 0.74 Horz(CT)0.45 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.15 9-10 >999 240 Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 3-10-7, Right 2x8SP 2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=792/0-5-8, 7=792/0-6-0 Max Horiz 1=303 (LC 7) Max Uplift 1=-223 (LC 10), 7=-223 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2195/834, 3-4=-1846/444, 4-5=-1886/494, 5-7=-2007/581 BOT CHORD 1-10=-802/2062, 9-10=-810/2117, 8-9=-407/1713, 7-8=-393/1656 WEBS 4-9=-457/2146, 5-9=-435/632, 3-9=-388/516, 3-10=-3/111, 5-8=-14/108 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-10-12, Exterior(2R) 6-10-12 to 12-10-12, Interior (1) 12-10-12 to 16-9-8, Exterior(2E) 16-9-8 to 19-9-8 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 7, 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 7 and 223 lb uplift at joint 1. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098391UD2Scissor712955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:14 Page: 1 ID:3ed3M5Q0E?IWWlXARC7z53zvZpk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 812 =4x8 =4x4 =2x4 =7x8 =3x8 =5x12 =2x4 =3x4 =5x6 =5x6 =6x8 22 23 11 10 9 1 7 2 68 53 2120 4 5-1-2 5-1-2 4-9-4 19-9-8 4-9-10 9-10-12 5-1-8 15-0-4 0-6-0 19-9-8 0-4-0 15-6-0 3-9-8 19-3-8 5-3-4 15-2-0 9-10-12 9-10-120-10-12-9-09-10-15Scale = 1:64.3 Plate Offsets (X, Y):[1:0-3-4,0-0-1], [7:0-4-7,0-1-15], [8:0-9-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL)-0.26 11-14 >908 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT)-0.46 11-14 >514 240 BCLL 0.0*Rep Stress Incr YES WB 0.70 Horz(CT)0.25 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.13 9 >999 240 Weight: 137 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-5:2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-6-0, Right 2x8 SP2400F 2.0E -- 3-7-13 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-10 REACTIONS (lb/size)1=794/0-5-8, 7=799/0-6-0 Max Horiz 1=303 (LC 7) Max Uplift 1=-225 (LC 10), 7=-223 (LC 11) Max Grav 1=893 (LC 17), 7=883 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1027/334, 3-4=-790/355, 4-5=-2311/832, 5-7=-2384/594 BOT CHORD 1-11=-351/829, 10-11=-15/61, 9-10=0/0, 8-10=0/77, 5-8=-212/409, 7-8=-410/2003 WEBS 3-11=-327/336, 4-11=-146/264, 8-11=-76/630, 4-8=-579/1912 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-10-12, Exterior(2R) 6-10-12 to 12-10-12, Interior (1) 12-10-12 to 16-9-8, Exterior(2E) 16-9-8 to 19-9-8 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint 1 and 223 lb uplift at joint 7. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098392UD3Roof Special 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:14 Page: 1 ID:QQ?D6F682CLaEMpxjy75MtzvZos-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =3x8 =4x4 =2x4 =4x4 =5x8 =2x4 =4x4 =3x8 19 20 8 21 22 71 62 53 1817 4 5-1-2 5-1-2 4-9-10 9-10-12 4-9-10 14-8-6 5-1-2 19-9-8 9-10-12 19-9-8 9-10-12 9-10-120-10-19-10-15Scale = 1:61.8 Plate Offsets (X, Y):[1:0-3-8,Edge], [7:0-5-5,Edge], [8:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL)-0.19 8-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT)-0.32 8-11 >750 240 BCLL 0.0*Rep Stress Incr YES WB 0.47 Horz(CT)0.02 1 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.06 8-11 >999 240 Weight: 111 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -- 1-6-0, Right 2x6 SP No.2-- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=792/0-5-8, 7=792/ Mechanical Max Horiz 1=-303 (LC 6) Max Uplift 1=-226 (LC 10), 7=-226 (LC 11) Max Grav 1=899 (LC 17), 7=899 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-950/333, 3-4=-811/355, 4-5=-811/355, 5-7=-950/333 BOT CHORD 1-7=-343/839 WEBS 4-8=-272/708, 5-8=-328/341, 3-8=-327/341 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-10-12, Exterior(2R) 6-10-12 to 12-10-12, Interior (1) 12-10-12 to 16-9-8, Exterior(2E) 16-9-8 to 19-9-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 1 and 226 lb uplift at joint 7. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098393UD4Common812955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:14 Page: 1 ID:zBIRSSxlUqayUdZpaeU49bzvlPS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =4x12 =6x8 =3x8 =5x6 =4x4 =5x6 =3x6 21 20 19 18 17 16 15 14 13 1 12 2 11326 104 95 86 7 1-5-11 1-5-11 1-5-11 19-3-8 7-11-1 9-4-12 8-5-1 17-9-13 19-3-89-6-31-3-90-10-10-5-80-5-50-5-50-5-80-10-131-3-72-2-50-5-82-7-136-10-69-6-3Scale = 1:61.4 Plate Offsets (X, Y):[2:0-5-14,0-1-4], [11:0-2-2,0-3-4], [20:0-3-0,0-3-0], [21:0-4-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr NO WB 0.16 Horiz(TL)0.01 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 144 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -- 1-3-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-17 REACTIONS (lb/size)1=55/19-3-8, 12=87/19-3-8, 13=165/19-3-8, 14=162/19-3-8,15=160/19-3-8, 16=162/19-3-8,17=113/19-3-8, 18=161/19-3-8,19=162/19-3-8, 20=162/19-3-8,21=137/19-3-8, 22=87/19-3-8 Max Horiz 1=295 (LC 7) Max Uplift 1=-188 (LC 8), 12=-68 (LC 9), 13=-230 (LC 11), 14=-122 (LC 11), 15=-167 (LC 11), 16=-142 (LC 11), 17=-6 (LC 9), 18=-148 (LC 10), 19=-161 (LC 10), 20=-150 (LC 10), 21=-298 (LC 10), 22=-68 (LC 9) Max Grav 1=377 (LC 10), 12=216 (LC 11), 13=225 (LC 18), 14=180 (LC 18), 15=194 (LC 18), 16=195 (LC 18), 17=256 (LC 11), 18=199 (LC 17),19=193 (LC 17), 20=192 (LC 17),21=211 (LC 17), 22=216 (LC 11) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=-417/281, 2-4=-237/202, 4-5=-177/155, 5-6=-148/188, 6-7=-167/291, 7-8=-167/291, 8-9=-103/165, 9-10=-103/59, 10-11=-154/95, 11-12=-293/152 BOT CHORD 1-21=-122/267, 19-21=-109/246, 18-19=-109/241, 17-18=-109/241, 16-17=-109/241, 15-16=-109/241, 14-15=-109/241, 13-14=-109/241, 12-13=-109/241 WEBS 7-17=-277/105, 6-18=-160/169, 5-19=-152/198, 4-20=-152/202, 2-21=-173/276, 8-16=-155/169, 9-15=-153/199, 10-14=-145/172, 11-13=-168/252 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-2-9 to 3-4-12, Exterior(2N) 3-4-12 to 6-4-12, Corner(3R) 6-4-12 to 12-4-12, Exterior (2N) 12-4-12 to 16-3-8, Corner(3E) 16-3-8 to 19-3-8 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 1, 68 lb uplift at joint 12, 6 lb uplift at joint 17, 148 lb uplift at joint 18, 161 lb uplift at joint 19, 150 lb uplift at joint 20, 298 lb uplift at joint 21, 142 lb uplift at joint 16, 167 lb uplift at joint 15, 122 lb uplift at joint 14, 230 lb uplift at joint 13 and 68 lb uplift at joint 12. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098394UD5Common Supported Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:14 Page: 1 ID:garMPFfh8SYMcxjCBc2RBYzvlPq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f LATERALLY BRACE TOP CHORD WITH PURLINS AT 2-0-0 o/c IF STRUCTURAL SHEATHING IS NOT DIRECTLY APPLIED. March 11,2022 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 Componentavailable 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 412 1112 =2x4 =6x8 =3x8 =3x8 =6x8 =3x4 =3x4 =3x10 =4x4 =4x6 =3x4 =2x4 =4x6 =5x6 =4x4 13 12 11 24 25 102322 15 20 21 14 9 8 1 7 2 6 3 4 5 2-2-0 13-2-15 3-8-5 3-8-5 3-8-5 7-4-10 3-8-5 11-1-0 4-0-8 17-3-7 4-4-0 21-7-7 3-6-9 10-11-4 3-8-5 7-4-10 3-8-5 3-8-5 4-4-0 21-7-7 6-4-4 17-3-78-6-32-10-10-10-16-6-66-6-61-11-138-6-3Scale = 1:63.4 Plate Offsets (X, Y):[7:0-3-0,Edge], [9:0-0-10,0-2-0], [14:0-5-8,0-1-8], [15:Edge,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL)-0.04 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT)-0.08 12-14 >999 240 BCLL 0.0*Rep Stress Incr NO WB 0.38 Horz(CT)0.02 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL)0.04 12-14 >999 240 Weight: 536 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 7-9:2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 13-9:2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E -- 1-6-0 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 (lb/size)9=1645/0-6-0, 15=4356/0-6-0 Max Horiz 15=283 (LC 5) Max Uplift 9=-505 (LC 8), 15=-1509 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-124/87, 2-3=-3343/1189, 3-4=-2223/803, 4-5=-2814/1132, 5-6=-1928/871, 6-9=-1984/1997, 1-15=-154/91 BOT CHORD 14-15=-1319/3683, 12-14=-1348/3768, 11-12=-1099/3153, 10-11=-363/1308, 9-10=-398/1363 WEBS 4-11=-1276/598, 5-11=-1139/2867, 5-10=-444/342, 6-10=-181/406, 2-15=-5145/1771, 3-11=-1891/759, 2-14=-989/3024, 2-12=-808/405, 3-12=-602/1623 NOTES 1)3-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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc, 2x6 - 3 rows staggered at 0-5-0 oc. Web 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 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 505 lb uplift at joint 9 and 1509 lb uplift at joint 15. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 570 lb down and 185 lb up at 7-3-12, 566 lb down and 198 lb up at 9-3-12, and 566 lb down and 207 lb up at 10-7-12, and 2588 lb down and 893 lb up at 11-6-8 on bottom chord. The design/selection of such connectiondevice(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 (lb/ft) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 8-17=60, 9-17=-60, 15-16=-20 Concentrated Loads (lb) Vert: 20=-570 (F), 21=-566 (F), 22=-566 (F), 23=-2588 (F) Job Truss Truss Type Qty Ply T27098395UE1Roof Special Girder 1 32955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:15 Page: 1 ID:rbk3MYG6kc3aNeAnst?agmzvksA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Now I have it clear. here is 1 lumber size step up. So the splice plate in here(without webs coming into it) does not need that blockfor the splice plate connection to prevent buckling ( I would say). March 11,2022 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 Componentavailable 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 412 1112 =6x8 =4x4 =4x6 =2x4 =4x4 =7x10 =3x4 =3x4 =7x10 =4x4 =3x8 =5x6 =5x12 =4x4 =4x12 =3x4 =6x8 =4x8 19 18 17 16 1 2 3 14 13 29 30 12 1115 4 5 6 28710 27 8 9 2-2-0 25-6-8 4-11-12 16-6-4 4-2-4 29-8-12 5-7-8 11-6-8 4-2-4 33-11-0 5-11-0 5-11-0 6-10-4 23-4-8 0-6-0 17-2-0 2-5-4 11-2-0 3-0-12 23-2-12 3-0-0 20-2-0 4-4-0 33-11-0 5-6-0 16-8-0 6-4-4 29-7-0 8-8-12 8-8-1210-5-30-7-140-10-11-11-08-5-68-5-61-11-1310-5-3Scale = 1:75.7 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-3-0,Edge], [5:0-2-0,Edge], [9:0-8-11,0-2-0], [11:0-5-2,0-2-0], [15:0-7-12,0-5-12], [17:0-2-0,0-0-8], [19:0-1-13,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL)-0.30 17-19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT)-0.58 17-19 >691 240 BCLL 0.0*Rep Stress Incr YES WB 0.92 Horz(CT)0.15 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.33 16 >999 240 Weight: 231 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 10-11:2x8 SP 2400F 2.0E, 1-3:2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 15-14,14-11:2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 19-15:2x4 SP No.2 SLIDER Left 2x4 SP No.3 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 15-19, 7-13, 9-13 REACTIONS (lb/size)1=1353/0-6-0, 11=1353/0-6-0 Max Horiz 1=365 (LC 7) Max Uplift 1=-505 (LC 10), 11=-436 (LC 10) Max Grav 1=1453 (LC 2), 11=1476 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-3143/1277, 4-6=-3013/1180, 6-7=-3628/1451, 7-8=-1935/857, 8-9=-2455/1251, 9-11=-1911/1066 BOT CHORD 1-19=-1259/2900, 17-19=-45/204, 16-17=0/0, 15-17=0/187, 7-15=-360/1185, 13-15=-1295/3444, 12-13=-292/1147, 11-12=-420/1312 WEBS 4-19=-162/220, 6-19=-719/392, 15-19=-1319/3140, 6-15=0/227, 7-13=-1915/859, 8-13=-1222/741, 9-13=-1048/2405, 9-12=-410/504, 10-12=-218/398 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-3-0 to 3-7-11, Interior (1) 3-7-11 to 23-4-8, Exterior(2R) 23-4-8 to 28-11-3, Interior (1) 28-11-3 to 30-6-5, Exterior(2E) 30-6-5 to 33-11-0 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 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 436 lb uplift at joint 11 and 505 lb uplift at joint 1. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098396UE2Roof Special 2 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:15 Page: 1 ID:ljci1_LxmyGyZJUua35SnXzvkqn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 412 1112 =3x6 =4x6 =2x4 =3x4 =3x4 =3x4 =4x12 =3x4 =7x10 =2x4 =3x8 =5x6 =4x12 =4x4 =7x8 =2x4 =7x8 =2x4 =5x8 =4x6 21 20 19 18 17 1 2 15 14 28 29 13 12 11316 4 5 10 6 9 7 8 2-2-8 31-0-0 2-2-0 25-6-8 2-11-0 33-11-0 3-3-0 28-9-8 4-10-12 16-5-4 5-7-8 11-6-8 5-11-0 5-11-0 6-11-4 23-4-8 1-3-0 7-2-0 0-6-0 17-2-0 2-0-12 30-10-4 2-4-4 19-6-4 3-0-12 33-11-0 3-8-8 23-2-12 4-4-8 11-6-8 5-1-8 16-8-0 5-6-12 28-9-8 5-11-0 5-11-010-5-30-7-140-10-11-11-08-5-68-5-61-11-1310-5-3Scale = 1:77.5 Plate Offsets (X, Y):[1:Edge,0-0-9], [2:0-3-0,Edge], [10:0-2-8,Edge], [11:Edge,0-0-1], [13:0-2-12,0-4-8], [16:0-8-0,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL)-0.24 17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT)-0.45 17 >899 240 BCLL 0.0*Rep Stress Incr NO WB 0.78 Horz(CT)0.12 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL)0.29 17 >999 240 Weight: 476 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* 10-11,2-1:2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 1-20,20-17:2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. Except: 10-0-0 oc bracing: 16-18 REACTIONS (lb/size)1=1831/0-6-0, 11=4231/0-6-0 Max Horiz 1=367 (LC 5) Max Uplift 1=-748 (LC 8), 11=-2020 (LC 8) Max Grav 1=1949 (LC 2), 11=4420 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-4603/1763, 3-5=-4302/1691, 5-6=-6039/2479, 6-7=-3862/1617, 7-8=-4922/2229, 8-9=-5442/2532, 9-11=-5606/2602 BOT CHORD 1-21=-1867/4260, 19-21=-1867/4260,18-19=-151/348, 17-18=0/0, 16-18=0/129, 6-16=-559/1632, 14-16=-2442/5807, 13-14=-1045/2677, 12-13=-1804/3930, 11-12=-1789/3927 WEBS 3-21=0/163, 3-19=-227/287, 5-19=-1488/745, 16-19=-1746/4112, 5-16=-697/1742, 6-14=-2525/1141, 7-14=-2240/1152, 8-14=-1568/3565, 8-13=-1905/3558, 9-13=-187/268, 10-12=-381/401, 10-13=-258/333 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-13 2x4 - 2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loadingrequirements specific to the use of this truss component. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 2020 lb uplift at joint 11 and 748 lb uplift at joint 1. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2898 lb down and 1219 lb up at 28-9-8, and 655 lb down and 600 lb up at 30-10-4 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 (lb/ft) Vert: 1-7=-60, 7-8=-60, 8-11=-60, 18-25=-20, 17-18=-20, 16-22=-20 Concentrated Loads (lb) Vert: 12=-605 (B), 13=-2729 (B) Job Truss Truss Type Qty Ply T27098397UE3Roof Special Girder 1 22955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:16 Page: 1 ID:xBSRJDU1t8QB6IVoAapqhWzvZxP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f *** Design Problems ***REVIEW REQUIREDRight heel plate req. larger wedge or slider March 11,2022 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 Componentavailable 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 412 1112 =3x8 =4x12 =4x8 =4x4 =10x14 =4x6 =5x6 =6x8 =5x6 =3x4 =6x8 =4x4 =5x6 =6x8 =2x4 16 15 14 1 20 12 11 10 21 22 913 2 3 4 5 8 6 7 2-2-0 25-6-8 4-4-0 9-6-4 5-2-4 5-2-4 6-7-12 23-4-8 7-2-8 16-8-12 3-1-8 28-8-0 0-5-0 10-1-0 2-7-0 12-8-0 4-0-12 16-8-12 4-5-12 9-8-0 5-2-4 5-2-4 5-5-4 28-8-0 6-6-0 23-2-1210-5-30-7-145-7-131-11-08-5-68-5-61-11-1310-5-3Scale = 1:75.4 Plate Offsets (X, Y):[3:0-2-0,Edge], [13:0-8-12,Edge], [15:0-3-0,0-0-8], [16:0-3-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL)-0.39 14 >887 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT)-0.73 14 >471 240 BCLL 0.0*Rep Stress Incr YES WB 0.97 Horz(CT)0.20 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Wind(LL)0.46 14 >747 240 Weight: 204 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 15-4:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 4-11, 5-10, 7-10, 7-9 REACTIONS (lb/size)1=1148/0-6-0, 9=1145/ Mechanical Max Horiz 1=459 (LC 7) Max Uplift 1=-448 (LC 6), 9=-461 (LC 10) Max Grav 1=1229 (LC 2), 9=1251 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2707/1013, 2-4=-5393/2108, 4-5=-2447/960, 5-6=-998/483, 6-7=-1254/771, 7-8=-211/295, 8-9=-196/283 BOT CHORD 1-16=-1112/2525, 15-16=-165/362, 14-15=0/0, 13-15=-22/203, 4-13=-425/1310, 11-13=-2210/5192, 10-11=-911/2276, 9-10=-167/403 WEBS 2-16=-1077/572, 13-16=-1044/2382, 2-13=-1043/2554, 4-11=-2980/1327, 5-11=-209/896, 5-10=-1623/740, 6-10=-715/533, 7-10=-859/1825, 7-9=-1129/369 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 23-4-8, Exterior(2R) 23-4-8 to 25-6-8, Exterior (2E) 25-6-8 to 28-6-4 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint 1 and 461 lb uplift at joint 9. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098398UE4Roof Special 5 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:17 Page: 1 ID:LB?I8P_ZHR4Lzv8_KHFGWUzva8z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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=3x6 =3x4 =3x8 =2x4 =3x4 =3x6 6 12 13 5 14 15 4 1 7 8 9 2 10 11 3 4-8-12 4-8-12 4-8-12 9-5-8 4-8-12 4-8-12 4-8-12 9-5-83-7-1Scale = 1:32.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL)-0.02 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT)-0.05 4-5 >999 240 BCLL 0.0*Rep Stress Incr NO WB 0.39 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL)0.07 4-5 >999 240 Weight: 57 lb FT = 20% 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=635/0-5-8, 6=625/ Mechanical Max Horiz 6=161 (LC 5) Max Uplift 4=-605 (LC 5), 6=-590 (LC 4) Max Grav 4=684 (LC 17), 6=668 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-520/495, 1-2=-614/532, 2-3=-614/532, 3-4=-523/497 BOT CHORD 5-6=-140/140, 4-5=-61/62 WEBS 1-5=-668/729, 2-5=-313/308, 3-5=-667/728 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)Provide adequate drainage to prevent water ponding. 4)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 20.0psfon the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 590 lb uplift at joint 6 and 605 lb uplift at joint 4. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 46 lb up at 1-9-12, 93 lb down and 46 lb up at 3-9-12, and 93 lb down and 46 lb up at 5-9-12, and 93 lb down and 46 lb up at 7-9-12 on top chord, and 173 lb down and 176 lb up at 1-9-12, 173 lb down and 176 lb up at 3-9-12, and 173 lb down and 176 lb up at 5-9-12, and 173 lb down and 176 lb up at 7-9-12 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 12=-132 (F), 13=-132 (F), 14=-132 (F), 15=-132 (F) Job Truss Truss Type Qty Ply T27098399UE5Flat Girder 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:18 Page: 1 ID:sDx3uqUzQdzzeYfspeqMq0zvZyi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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=3x8 =3x6 =7x8 =2x4 =3x6 =3x8 6 10 11 5 12 13 4 1 7 2 8 9 3 4-8-12 4-8-12 4-8-12 9-5-8 4-8-12 4-8-12 4-8-12 9-5-85-5-1Scale = 1:41.2 Plate Offsets (X, Y):[5:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL)-0.04 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT)-0.08 5-6 >999 240 BCLL 0.0*Rep Stress Incr NO WB 0.54 Horz(CT)0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL)0.05 5-6 >999 240 Weight: 152 lb FT = 20% LUMBER TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=3573/0-5-8, 6=2749/ Mechanical Max Horiz 6=-246 (LC 6) Max Uplift 4=-1533 (LC 5), 6=-1209 (LC 4) Max Grav 4=3841 (LC 2), 6=2933 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-2105/917, 1-2=-1940/752, 2-3=-1940/752, 3-4=-2650/1107 BOT CHORD 5-6=-210/191, 4-5=-82/86 WEBS 1-5=-1180/2851, 2-5=-1077/515, 3-5=-1158/2785 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web 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)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)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 3-06-00 tall by 2-00-00 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 1209 lb uplift at joint 6 and 1533 lb uplift at joint 4. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1201 lb down and 433 lb up at 6-9-12 on top chord, and 1231 lb down and 471 lb up at 1-9-12, 1231 lb down and 471 lb up at 3-9-12, and 1231 lb down and 471 lb up at 5-9-12, and 1236 lb down and 468 lb up at 8-9-12 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 (lb/ft) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 9=-1085 (B), 10=-1125 (B), 11=-1125 (B), 12=-1125 (B), 13=-1130 (B) Job Truss Truss Type Qty Ply T27098400UE6Flat Girder 1 22955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:18 Page: 1 ID:OIv6FIg?fY_hZ?twl?66TOzvZyS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 1112=4x6 =3x8 =5x6 =3x6 =3x4 7 1 6 54 2 3 2-4-4 5-6-0 3-1-12 3-1-12 0-5-10 5-6-0 0-7-4 0-7-4 2-0-6 5-0-6 2-4-12 3-0-05-10-90-10-15-9-7Scale = 1:43.9 Plate Offsets (X, Y):[1:0-1-0,0-2-0], [7:0-4-0,0-1-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL)0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT)-0.01 6-7 >999 240 BCLL 0.0*Rep Stress Incr YES WB 0.21 Horz(CT)-0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-1:2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied,except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)3=54/ Mechanical, 4=152/ Mechanical, 7=205/0-6-0 Max Horiz 7=229 (LC 10) Max Uplift 3=-74 (LC 10), 4=-166 (LC 10) Max Grav 3=67 (LC 17), 4=193 (LC 17), 7=205 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-222/290, 1-2=-498/553, 2-3=-94/46 BOT CHORD 6-7=-549/260, 5-6=-621/415, 4-5=0/0 WEBS 2-6=-535/400, 1-6=-331/362, 2-5=-469/703 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; 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 2)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3)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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 3 and 166 lb uplift at joint 4. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098401UEJ6Jack-Open 4 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:19 Page: 1 ID:RbGWg6qbiyosHABL9rUc4Fzva5H-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 412 =3x4 =5x6 3 1 2 1-0-0 1-0-00-11-140-7-140-11-14Scale = 1:24.1 Plate Offsets (X, Y):[3:0-5-7,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 1 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=33/1-0-0, 3=47/1-0-0, 4=33/1-0-0 Max Horiz 1=27 (LC 9), 4=27 (LC 9) Max Uplift 1=-10 (LC 6), 3=-24 (LC 10), 4=-10 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-8/17, 2-3=-20/46 BOT CHORD 1-3=-27/14 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; 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 2) 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. 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 10 lb uplift at joint 1, 24 lb uplift at joint 3 and 10 lb uplift at joint 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098402UM3Monopitch Supported Gable 2 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:20 Page: 1 ID:8AE9wTwYNvMVneywFbe1XRzva6S-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =8x10 =3x4 =2x4 1 4 2 3 0-7-12 0-7-12 1-10-4 2-6-0 2-6-03-1-90-10-13-1-9Scale = 1:30.9 Plate Offsets (X, Y):[1:0-2-3,0-3-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=78/2-6-0, 4=78/2-6-0 Max Horiz 1=129 (LC 7) Max Uplift 1=-30 (LC 6), 4=-95 (LC 7) Max Grav 1=121 (LC 18), 4=121 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-107/43, 2-3=-91/55, 3-4=-67/87 BOT CHORD 1-4=-132/75 WEBS 2-4=-79/248 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; 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 2) 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. 3)Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 30 lb uplift at joint 1 and 95 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098403UM4Monopitch Supported Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:20 Page: 1 ID:YO6qV9MZpfz_mBHVT4X4iLzvklc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =3x4 =4x6 =2x4 3 1 2 1-4-0 1-4-02-0-120-10-12-0-12Scale = 1:24.8 Plate Offsets (X, Y):[2:0-2-15,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 1 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -- 1-3-11 BRACING TOP CHORD Structural wood sheathing directly applied or1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=48/1-4-0, 3=48/1-4-0, 4=48/1-4-0 Max Horiz 1=69 (LC 9), 4=69 (LC 9) Max Uplift 1=-15 (LC 6), 3=-51 (LC 7), 4=-15 (LC 6) Max Grav 1=69 (LC 18), 3=70 (LC 17), 4=69 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-46/50, 2-3=-56/107 BOT CHORD 1-3=-36/49 NOTES 1)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) zone; cantilever left and right exposed ; 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 2) 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. 3)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 15 lb uplift at joint 1, 51 lb uplift at joint 3 and 15 lb uplift at joint 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098404UM5Monopitch Supported Gable 1 12955750 Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:22 Page: 1 ID:Y7aPxL8vqQqOEZUEz?j4Wlzvklt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =2x4 =3x4 =2x4 1 3 2 0-3-12 2-11-7 1-2-0 2-7-11 1-5-12 1-5-12 2-11-71-4-80-0-41-0-13Scale = 1:25.4 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (lb/size)1=118/2-11-7, 3=118/2-11-7 Max Horiz 1=39 (LC 9) Max Uplift 1=-36 (LC 10), 3=-36 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-147/129, 2-3=-147/129 BOT CHORD 1-3=-74/118 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)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 3-06-00 tall by 2-00-00 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 36 lb uplift at joint 1 and 36 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098405V3Valley112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:22 Page: 1 ID:cHZynhWr?ywj5jcsp4ISpEzvZtV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =2x4 =4x4 =2x4 =2x4 1 3 4 2 0-3-12 5-8-7 2-6-8 5-4-11 2-10-4 2-10-4 5-8-72-7-100-0-42-3-15Scale = 1:27.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 22 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=51/5-8-7, 3=51/5-8-7, 4=354/5-8-7 Max Horiz 1=-81 (LC 6) Max Uplift 1=-2 (LC 11), 3=-11 (LC 11), 4=-144 (LC 10) Max Grav 1=67 (LC 21), 3=67 (LC 22), 4=354 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-83/127, 2-3=-83/114 BOT CHORD 1-4=-137/181, 3-4=-137/181 WEBS 2-4=-254/240 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)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 3-06-00 tall by 2-00-00 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 2 lb uplift at joint 1, 11 lb uplift at joint 3 and 144 lb uplift at joint 4. 10)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098406V6Valley112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:23 Page: 1 ID:uVJUbu8L1ZFKZUW7jnIbUhzvlQU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 412 1112 =3x4 =3x4 =4x4 =3x6 =2x4 1 4 5 2 10 3 0-3-12 9-3-0 2-2-0 5-9-5 3-7-5 3-7-5 3-2-0 8-11-4 9-3-03-2-80-0-40-11-01-2-111-11-133-2-8Scale = 1:29.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.30 Horiz(TL)0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 33 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=83/9-3-0, 4=-107/9-3-0, 5=764/9-3-0 Max Horiz 1=107 (LC 7) Max Uplift 1=-44 (LC 6), 4=-178 (LC 21), 5=-344 (LC 10) Max Grav 1=83 (LC 1), 4=111 (LC 10), 5=764 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-533/320, 2-3=-518/416, 3-4=-526/416 BOT CHORD 1-5=-287/559, 4-5=-287/559 WEBS 3-5=-640/1000 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-12 to 3-0-12, Exterior(2N) 3-0-12 to 3-8-1, Corner(3R) 3-8-1 to 6-3-12, Corner(3E) 6-3-12 to 9-3-12 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 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 3-06-00 tall by 2-00-00 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 44 lb uplift at joint 1, 178 lb uplift at joint 4 and 344 lb uplift at joint 5. 10)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098407V9Valley112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:24 Page: 1 ID:vdUbF5bEL5pjRoeCk2x5cjzvZtO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =3x4 =4x4 =2x4 =3x4 1 3 4 109 2 0-3-12 9-8-7 4-6-8 9-4-11 4-10-4 4-10-4 9-8-74-5-100-0-44-1-15Scale = 1:34.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 38 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=49/9-8-7, 3=49/9-8-7, 4=679/9-8-7 Max Horiz 1=-143 (LC 6) Max Uplift 1=-13 (LC 22), 3=-13 (LC 21), 4=-294 (LC 10) Max Grav 1=84 (LC 21), 3=84 (LC 22), 4=679 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-254/286, 2-3=-254/268 BOT CHORD 1-4=-236/378, 3-4=-236/378 WEBS 2-4=-549/645 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-4 to 3-0-4, Corner(3R) 3-0-4 to 6-8-12, Corner(3E) 6-8-12 to 9-8-12 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 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 3-06-00 tall by 2-00-00 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 13 lb uplift at joint 1, 13 lb uplift at joint 3 and 294 lb uplift at joint 4. 10)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098408V10Valley112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:24 Page: 1 ID:jfglsxD6dP0THPzH42P?kyzvlQO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 1112 =3x4 =2x4 =2x4 =4x4 =2x4 =2x4 =2x4 =3x4 1 5 8 13 7 14 6 42 3 0-3-12 13-8-7 6-6-8 13-4-11 6-10-4 6-10-4 13-8-76-3-100-0-45-11-15Scale = 1:44.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 61 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=95/13-8-7, 5=95/13-8-7, 6=316/13-8-7, 7=273/13-8-7, 8=316/13-8-7 Max Horiz 1=-204 (LC 6) Max Uplift 1=-65 (LC 6), 5=-16 (LC 7), 6=-289 (LC 11), 8=-295 (LC 10) Max Grav 1=150 (LC 18), 5=114 (LC 17), 6=439 (LC 18), 7=395 (LC 17), 8=445 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-182/175, 2-3=-144/187, 3-4=-119/187, 4-5=-141/111 BOT CHORD 1-8=-82/181, 7-8=-80/181, 6-7=-80/181, 5-6=-80/181 WEBS 3-7=-197/15, 2-8=-298/429, 4-6=-295/429 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-4 to 2-10-8, Exterior(2N)2-10-8 to 3-10-8, Corner(3R) 3-10-8 to 9-10-8, Exterior(2N) 9-10-8 to 10-8-12, Corner(3E) 10-8-12 to 13-8-12zone; cantilever left and right exposed ; end vertical leftand 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 1, 16 lb uplift at joint 5, 295 lb uplift at joint 8 and 289 lb uplift at joint 6. 10)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098409V14Valley112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:24 Page: 1 ID:r9ygaONGZOfdLPTnKH82lhzvlQB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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 Componentavailable 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 412 1112 =3x4 =3x4 =2x4 =2x4 =3x4 =4x4 =2x4 =4x4 =3x6 =3x4 1 6 10 9 8 7 5 2 16 3 4 0-3-12 16-9-0 2-2-0 11-3-5 5-2-0 16-5-4 9-1-5 9-1-5 16-9-05-0-80-0-42-9-03-0-111-11-135-0-8Scale = 1:41.8 Plate Offsets (X, Y):[1:0-2-5,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.15 Horiz(TL)0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 64 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied. REACTIONS All bearings 16-9-0. (lb) -Max Horiz 1=179 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 6, 8, 15 except 1=-109 (LC 6), 7=-185 (LC 11), 9=-303 (LC 10) Max Grav All reactions 250 (lb) or less at joint (s) 1, 6, 15 except 7=314 (LC 18), 8=310 (LC 17), 9=583 (LC 21) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-544/349 BOT CHORD 1-10=-313/509 WEBS 4-8=-251/52, 2-9=-393/516, 5-7=-295/477 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-12 to 3-0-12, Exterior(2N) 3-0-12 to 9-2-1, Corner(3R) 9-2-1 to 13-9-12, Corner (3E) 13-9-12 to 16-9-12 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C formembers 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 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 3-06-00 tall by 2-00-00 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) 6, 8, 6 except (jt=lb) 1=108, 9=302, 7=185. 10)This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098410V17Valley112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Fri Mar 11 14:13:06 Page: 1 ID:dOjzxFXwe44Nim4?mfKozDzvlNP-fYu6zqT1EM4sYI3jDTZwefbF9SWIgx7PawGYsfzbzSh March 11,2022 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 Componentavailable 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 412 1112 =3x4 =3x4 =3x4 =4x4 =3x4 1 8 14 1312 11 10 20 9 2 3 7 194 5 6 0-3-12 24-3-0 2-2-0 16-9-5 7-2-0 23-11-4 14-7-5 14-7-5 24-3-06-10-80-0-44-7-04-10-111-11-136-10-8Scale = 1:54.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL)n/a -n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.27 Horiz(TL)0.01 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight: 101 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied. REACTIONS (lb/size)1=138/24-3-0, 8=52/24-3-0, 9=337/24-3-0, 10=404/24-3-0, 11=312/24-3-0, 12=298/24-3-0, 14=400/24-3-0 Max Horiz 1=251 (LC 7) Max Uplift 1=-30 (LC 6), 8=-9 (LC 21), 9=-307 (LC 11), 10=-87 (LC 10), 11=-179 (LC 10), 12=-152 (LC 6), 14=-186 (LC 6) Max Grav 1=139 (LC 18), 8=90 (LC 22), 9=477 (LC 18), 10=510 (LC 17), 11=363 (LC 23), 12=315 (LC 2), 14=420 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-312/131, 2-3=-193/117, 3-4=-130/125, 4-5=-81/116, 5-6=-68/178, 6-7=-67/166, 7-8=-285/193 BOT CHORD 1-14=-123/296, 12-14=-123/279, 11-12=-123/279, 10-11=-123/279, 9-10=-123/279, 8-9=-123/279 WEBS 6-10=-327/235, 4-11=-231/270, 3-12=-231/199, 2-14=-273/216, 7-9=-312/416 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-12 to 3-0-12, Exterior(2N) 3-0-12 to 14-8-1, Corner(3R) 14-8-1 to 19-10-1, Exterior (2N) 19-10-1 to 21-3-12, Corner(3E) 21-3-12 to 24-3-12 zone; cantilever left and right exposed ; 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)Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 1, 9 lb uplift at joint 8, 87 lb uplift at joint 10, 179 lb uplift at joint 11, 152 lb uplift at joint 12, 186 lb uplift at joint 14 and 307 lb uplift at joint 9. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T27098411V24Valley112955750Job Reference (optional) Builders FirstSource (Groveland, FL), Groveland, FL - 34736,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Thu Mar 10 10:40:25 Page: 1 ID:dOjzxFXwe44Nim4?mfKozDzvlNP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f March 11,2022 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