Loading...
HomeMy WebLinkAboutTrusscut6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: SYNERGY-HUDSON-3-L - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.2 1 of 1 This package includes 21 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: SYNERGY HOMES Project Name: . Model: HUDSON-3 Subdivision: . Address: ., . State: .City: PORT SAINT LUCIE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: May 14,2019 Albani, Thomas 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 - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 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. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. IMPORTANT NOTE: No.Seal#Truss Name 1 T17052970 A01 Date 5/14/19 2 T17052971 A02 5/14/19 3 T17052972 A03 5/14/19 4 T17052973 A04 5/14/19 5 T17052974 A05 5/14/19 6 T17052975 A06 5/14/19 7 T17052976 A07 5/14/19 8 T17052977 A08 5/14/19 9 T17052978 A09 5/14/19 10 T17052979 A10 5/14/19 11 T17052980 A11 5/14/19 12 T17052981 B01 5/14/19 13 T17052982 B02 5/14/19 14 T17052983 C01 5/14/19 15 T17052984 C02 5/14/19 16 T17052985 CJ1 5/14/19 17 T17052986 CJ3 5/14/19 No.Seal#Truss Name 18 T17052987 EJ5 Date 5/14/19 19 T17052988 EJ51 5/14/19 20 T17052989 HJ5 5/14/19 21 T17052990 A12 5/14/19 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T17052970 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:20:54 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-d?MPog82lZoBZl3YoE10vZ_4IY8EBNu7g_IQXHzGeP7 Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 34 33 32 31 30 27 25 23 21 19 17 29 28 26 24 22 20 18 16 35 36 5x6 3x12 MT20HS 3x8 3x4 3x4 3x4 5x6 3x4 5x8 5x6 3x6 5x8 3x6 3x6 7x10 7x10 7x10 7x10 7x10 5x6 7x10 5x8 40-0-0 40-0-0 20-0-0 20-0-0 40-0-0 20-0-0 0- 0 - 1 3 6- 8 - 1 3 0- 0 - 1 3 3- 2 - 6 4.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-0], [11:0-3-0,0-3-0], [15:0-1-8,0-2-10], [15:0-4-0,Edge], [25:0-3-0,0-3-0], [29:0-5-0,Edge], [33:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.94 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.34 0.06 (loc) 1-34 1-34 15 l/defl >999 >757 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 245 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): 28, 24, 22, 20, 18, 26, 29 REACTIONS.All bearings 18-4-0 except (jt=length) 1=0-8-0. (lb) - Max Horz 1=-132(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 15, 23, 21 except 1=-387(LC 8), 27=-569(LC 8), 19=-210(LC 3), 17=-285(LC 13), 25=-637(LC 23) Max Grav All reactions 250 lb or less at joint(s) 19 except 1=979(LC 1), 15=385(LC 1), 27=1702(LC 1), 23=380(LC 1), 21=300(LC 24), 17=945(LC 3), 25=274(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2344/1971, 2-3=-1556/1430, 3-4=-943/1007, 4-5=-648/857, 5-6=-280/477, 6-7=-334/545, 7-8=-195/375, 8-9=-235/369, 9-10=-226/301, 11-12=-264/217, 14-15=-296/3 BOT CHORD 1-34=-1714/2163, 33-34=-1714/2163, 32-33=-1056/1415, 31-32=-562/855 WEBS 29-30=-592/532, 6-29=-389/371, 5-31=-385/387, 4-32=-409/540, 3-33=-415/504, 2-34=-15/291, 7-28=-582/627, 12-18=-380/387, 14-16=-111/278, 27-28=-1007/881, 23-24=-259/219, 17-18=-731/756, 25-26=-218/357, 5-29=-656/751, 29-31=-626/737, 4-31=-723/690, 3-32=-770/705, 2-33=-875/916 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-4-0 to 4-4-0, Exterior(2) 4-4-0 to 20-0-0, Corner(3) 20-0-0 to 24-0-0, Exterior(2) 24-0-0 to 39-3-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are MT20 plates unless otherwise indicated. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 23, 21 except (jt=lb) 1=387, 27=569, 19=210, 17=285, 25=637. TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A02 Truss Type ROOF SPECIAL Qty 3 Ply 1 Job Reference (optional) T17052971 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:20:56 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-ZOTADM9IGA2vp3Dxvf3U?_4QQMq_f9kQ8HnXc9zGeP5 Scale = 1:72.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 5x6 6x12 MT20HS 6x12 MT20HS 5x8 3x4 8x14 MT20HS 2x4 8x10 10x16 MT20HS 3x6 3x6 2x4 6x12 MT20HS 8-0-0 8-0-0 14-5-8 6-5-8 20-1-12 5-8-4 26-5-5 6-3-9 32-5-5 6-0-0 40-0-0 7-6-11 -1-0-0 1-0-0 8-0-0 8-0-0 14-5-8 6-5-8 20-0-0 5-6-8 26-5-5 6-5-5 32-5-5 6-0-0 40-0-0 7-6-11 41-0-0 1-0-0 0- 4 - 8 7- 0 - 8 0- 4 - 8 3- 2 - 3 4.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-4-9,0-0-5], [3:0-3-0,0-3-4], [8:0-5-1,Edge], [11:0-7-0,0-4-8], [12:0-7-4,0-5-0], [15:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.92 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.70 -1.33 0.55 (loc) 11 11-12 8 l/defl >673 >354 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 235 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5: 2x4 SP No.2, 1-3: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 11-12,8-11: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 12-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 12-15, 6-12 REACTIONS.(lb/size)2=1875/0-8-0, 8=1875/0-8-0 Max Horz 2=144(LC 16) Max Uplift 2=-756(LC 8), 8=-755(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4546/2349, 3-4=-3625/1991, 4-5=-5286/2754, 5-6=-5403/2785, 6-7=-7124/3685, 7-8=-7967/4050 BOT CHORD 2-16=-2086/4211, 15-16=-2088/4205, 5-12=-1381/2958, 11-12=-3295/6773, 10-11=-3776/7544, 8-10=-3761/7528 WEBS 3-16=0/313, 12-15=-1773/3717, 4-12=-631/1658, 6-12=-1669/1018, 6-11=-111/493, 7-11=-834/500, 4-15=-1450/782, 3-15=-925/533 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-9 to 2-11-7, Interior(1) 2-11-7 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 41-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 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 100 lb uplift at joint(s) except (jt=lb) 2=756, 8=755. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A03 Truss Type ROOF SPECIAL Qty 2 Ply 1 Job Reference (optional) T17052972 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:20:57 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-1a1YQiAx1UAmQDn7TNajXBcbxmBEOakZNxX48bzGeP4 Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 5x6 6x12 MT20HS 6x12 MT20HS 2x4 4x6 4x6 8x14 MT20HS 2x4 7x10 5x6 6x12 MT20HS 8x14 MT20HS 3x6 2x4 6x12 MT20HS 2x4 5x8 5-9-8 5-9-8 10-5-3 4-7-11 14-9-0 4-3-13 18-3-0 3-6-0 20-0-0 1-9-0 26-5-5 6-5-5 32-5-5 6-0-0 40-0-0 7-6-11 -1-0-0 1-0-0 5-9-8 5-9-8 10-5-3 4-7-11 14-9-0 4-3-13 20-0-0 5-3-0 26-5-5 6-5-5 32-5-5 6-0-0 40-0-0 7-6-11 41-0-0 1-0-0 0- 4 - 8 7- 0 - 8 0- 4 - 8 3- 2 - 1 1 2- 4 - 3 4.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [3:0-3-0,0-3-0], [9:0-5-1,Edge], [12:0-7-0,0-4-8], [13:0-7-0,0-4-4], [15:0-7-4,0-2-12], [18:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.85 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.76 -1.45 0.64 (loc) 12-13 12-13 9 l/defl >620 >324 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 240 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-6: 2x4 SP No.1, 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 16-18,2-18: 2x6 SP No.2, 5-17: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 15-18,4-15,6-13,14-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. WEBS 1 Row at midpt 7-13 JOINTS 1 Brace at Jt(s): 15 REACTIONS.(lb/size)9=1867/0-8-0, 2=1867/0-8-0 Max Horz 2=-144(LC 13) Max Uplift 9=-760(LC 9), 2=-760(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4577/2388, 3-4=-4120/2237, 4-5=-6923/3630, 5-6=-5406/2862, 6-7=-5423/2837, 7-8=-7070/3712, 8-9=-7923/4072 BOT CHORD 2-19=-2146/4254, 18-19=-2151/4253, 5-15=-232/611, 14-15=-3211/6615, 13-14=-3218/6642, 12-13=-3326/6732, 11-12=-3796/7501, 9-11=-3782/7486 WEBS 3-18=-466/268, 4-18=-1814/950, 15-18=-2096/4268, 4-15=-1273/2732, 5-13=-1554/965, 6-13=-1415/2977, 7-13=-1629/999, 7-12=-88/452, 8-12=-837/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-9 to 2-11-7, Interior(1) 2-11-7 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 41-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 9 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 100 lb uplift at joint(s) except (jt=lb) 9=760, 2=760. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A04 Truss Type ROOF SPECIAL Qty 6 Ply 1 Job Reference (optional) T17052973 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:20:59 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-_z9IrOCBZ5QUgWxWancBccixzZsisUosqF0BCUzGeP2 Scale = 1:72.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 5x6 6x12 MT20HS 6x12 MT20HS 5x8 3x4 4x6 8x14 MT20HS 2x4 7x10 5x8 8x14 MT20HS 8x14 MT20HS 3x4 2x4 6x12 MT20HS 5-9-8 5-9-8 10-3-4 4-5-12 14-9-0 4-5-12 20-0-0 5-3-0 26-5-5 6-5-5 32-5-5 6-0-0 40-0-0 7-6-11 -1-0-0 1-0-0 5-9-8 5-9-8 10-3-4 4-5-12 14-9-0 4-5-12 20-0-0 5-3-0 26-5-5 6-5-5 32-5-5 6-0-0 40-0-0 7-6-11 41-0-0 1-0-0 0- 4 - 8 7- 0 - 8 0- 4 - 8 3- 2 - 1 1 2- 4 - 3 4.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [3:0-3-0,0-3-0], [9:0-5-1,Edge], [12:0-7-0,0-4-8], [14:0-8-12,0-4-4], [17:0-3-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.85 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.81 -1.52 0.68 (loc) 15 12-13 9 l/defl >585 >311 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 230 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-6: 2x4 SP No.1, 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 2-15: 2x6 SP No.2, 5-16: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-17,14-17,4-14,6-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-11-15 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-13, 7-13 REACTIONS.(lb/size)2=1877/0-8-0, 9=1873/0-8-0 Max Horz 2=144(LC 16) Max Uplift 2=-755(LC 8), 9=-757(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4612/2377, 3-4=-4147/2217, 4-5=-7686/3948, 5-6=-5463/2853, 6-7=-5481/2829, 7-8=-7097/3690, 8-9=-7958/4057 BOT CHORD 2-18=-2135/4287, 17-18=-2139/4284, 5-14=-425/1042, 13-14=-3514/7347, 12-13=-3307/6761, 11-12=-3782/7533, 9-11=-3768/7519 WEBS 3-17=-468/275, 4-17=-2022/1045, 14-17=-2125/4390, 4-14=-1582/3405, 5-13=-2267/1294, 6-13=-1408/3011, 7-13=-1607/986, 7-12=-82/440, 8-12=-841/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-9 to 2-11-7, Interior(1) 2-11-7 to 20-0-0, Exterior(2) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 41-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 9 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 100 lb uplift at joint(s) except (jt=lb) 2=755, 9=757. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A05 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T17052974 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:00 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-S9jg2kDpKPYLHgWi8V8Q9pE4wzCybx303vlllwzGeP1 Scale = 1:74.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 5x6 6x12 MT20HS 6x12 MT20HS 6x12 MT20HS 5x8 3x4 4x6 8x14 MT20HS 8x14 MT20HS 2x4 7x10 8x14 MT20HS 5x8 3x4 2x4 6x12 MT20HS 5-9-8 5-9-8 7-8-9 1-11-1 10-3-4 2-6-11 14-9-0 4-5-12 20-0-0 5-3-0 26-5-5 6-5-5 32-5-5 6-0-0 40-0-0 7-6-11 -1-0-0 1-0-0 5-9-8 5-9-8 7-8-9 1-11-1 10-3-4 2-6-11 14-9-0 4-5-12 19-2-8 4-5-8 20-9-8 1-7-0 26-5-5 5-7-13 32-5-5 6-0-0 40-0-0 7-6-11 41-0-0 1-0-0 0- 4 - 8 6- 9 - 5 0- 4 - 8 3- 2 - 1 1 2- 4 - 3 6- 9 - 5 4.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5], [3:0-3-0,0-3-0], [6:0-8-4,0-2-4], [7:0-8-4,0-2-4], [10:0-5-1,Edge], [13:0-7-0,0-4-8], [15:0-8-12,0-4-4], [18:0-3-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.85 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.84 -1.56 0.70 (loc) 16 16 10 l/defl >561 >303 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 234 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-9,9-11: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 2-16: 2x6 SP No.2, 5-17: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 15-18,4-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 5-14, 8-14 REACTIONS.(lb/size)2=1877/0-8-0, 10=1873/0-8-0 Max Horz 2=139(LC 16) Max Uplift 2=-761(LC 8), 10=-763(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4613/2502, 3-4=-4145/2346, 4-5=-7677/4242, 5-6=-5530/3047, 6-7=-5579/3136, 7-8=-5551/3054, 8-9=-7089/3933, 9-10=-7961/4288 BOT CHORD 2-19=-2267/4287, 18-19=-2271/4285, 5-15=-421/996, 14-15=-3803/7341, 13-14=-3543/6758, 12-13=-4003/7537, 10-12=-3988/7523 WEBS 3-18=-466/269, 15-18=-2280/4383, 4-15=-1735/3397, 5-14=-2180/1354, 6-14=-851/1579, 7-14=-796/1542, 8-14=-1515/1005, 8-13=-67/416, 9-13=-852/518, 4-18=-2022/1132 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-9 to 2-11-7, Interior(1) 2-11-7 to 19-2-8, Exterior(2) 19-2-8 to 26-5-5, Interior(1) 26-5-5 to 41-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 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 100 lb uplift at joint(s) except (jt=lb) 2=761, 10=763. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A06 Truss Type HIP Qty 1 Ply 2 Job Reference (optional) T17052975 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:02 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-OYrRTPE3s0o3X_g5GwAuEEKUVnvs3uBJWDErppzGeP? Scale = 1:71.3 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 5x6 5x8 5x8 5x6 4x6 4x6 2x4 4x6 7x10 2x4 4x12 5x12 3x6 4x6 4x6 3x4 2x4 5x8 2x4 6x8 5-9-8 5-9-8 7-8-9 1-11-1 10-3-4 2-6-11 14-9-0 4-5-12 17-2-8 2-5-8 19-10-4 2-7-12 20-0-0 0-1-12 20-1-12 0-1-12 22-9-8 2-7-12 26-5-5 3-7-13 32-5-5 6-0-0 40-0-0 7-6-11 -1-0-0 1-0-0 5-9-8 5-9-8 7-8-9 1-11-1 10-3-4 2-6-11 14-9-0 4-5-12 17-2-8 2-5-8 20-0-0 2-9-8 22-9-8 2-9-8 26-5-5 3-7-13 32-5-5 6-0-0 40-0-0 7-6-11 41-0-0 1-0-0 0- 4 - 8 6- 1 - 5 0- 4 - 8 3- 2 - 1 1 2- 4 - 3 6- 1 - 5 4.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-7-13,0-0-13], [3:0-3-0,0-3-0], [6:0-5-4,0-2-8], [8:0-5-4,0-2-8], [10:0-3-0,0-3-0], [11:0-7-4,0-1-6], [14:0-5-0,0-4-8], [16:0-4-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.82 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.53 -0.97 0.43 (loc) 15 15-16 11 l/defl >896 >486 n/a L/d 240 180 n/a PLATES MT20 Weight: 477 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-20: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. Except: 10-0-0 oc bracing: 18-20 REACTIONS.(lb/size)2=1877/0-8-0, 11=1873/0-8-0 Max Horz 2=125(LC 16) Max Uplift 2=-775(LC 8), 11=-777(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4613/2636, 3-4=-4145/2493, 4-5=-7180/4241, 5-6=-6093/3629, 6-7=-6870/4042, 7-8=-6870/4042, 8-9=-6080/3617, 9-10=-7076/4182, 10-11=-7981/4553 BOT CHORD 2-22=-2393/4287, 21-22=-2397/4284, 5-18=-429/886, 17-18=-3749/6820, 16-17=-3104/5867, 15-16=-3102/5828, 14-15=-3766/6729, 13-14=-4261/7558, 11-13=-4242/7543 WEBS 3-21=-458/262, 18-21=-2409/4314, 4-18=-1589/2934, 5-17=-1268/851, 6-17=-451/727, 8-15=-414/681, 9-15=-1021/734, 9-14=-108/402, 10-14=-868/543, 4-21=-1892/1154, 6-16=-875/1442, 8-16=-889/1500 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, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-9 to 2-11-7, Interior(1) 2-11-7 to 17-2-8, Exterior(2) 17-2-8 to 28-5-6, Interior(1) 28-5-6 to 41-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 11 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 100 lb uplift at joint(s) except (jt=lb) 2=775, 11=777. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A07 Truss Type HIP Qty 1 Ply 2 Job Reference (optional) T17052976 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:04 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-KxyBu5GKOd2mmIqTNLCMJfPq0abEXojb_XjythzGeOz Scale = 1:71.3 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 3x6 5x6 5x6 5x6 4x6 4x6 2x4 2x4 7x10 3x4 2x4 7x10 3x4 2x4 6x8 4x12 2x4 2x4 5x8 5-9-8 5-9-8 7-8-9 1-11-1 10-3-4 2-6-11 14-9-0 4-5-12 20-0-0 5-3-0 24-9-8 4-9-8 26-3-9 1-6-1 26-5-5 0-1-12 32-5-5 6-0-0 40-0-0 7-6-11 -1-0-0 1-0-0 5-9-8 5-9-8 7-8-9 1-11-1 10-3-4 2-6-11 14-9-0 4-5-12 15-2-8 0-5-8 20-0-0 4-9-8 24-9-8 4-9-8 26-5-5 1-7-13 32-5-5 6-0-0 40-0-0 7-6-11 41-0-0 1-0-0 0- 4 - 8 5- 5 - 5 0- 4 - 8 3- 2 - 1 1 2- 4 - 3 5- 5 - 5 4.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-7-5,0-0-9], [11:0-3-0,0-3-0], [12:0-7-8,0-1-6], [15:0-4-8,0-4-8], [16:0-4-0,0-4-0], [17:0-2-4,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.83 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.68 -1.22 0.51 (loc) 16 16 12 l/defl >698 >386 n/a L/d 240 180 n/a PLATES MT20 Weight: 465 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-19: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-10 oc bracing. Except: 10-0-0 oc bracing: 17-19 REACTIONS.(lb/size)2=1877/0-8-0, 12=1873/0-8-0 Max Horz 2=112(LC 16) Max Uplift 2=-788(LC 8), 12=-790(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4614/2690, 3-5=-4150/2549, 5-6=-6778/4044, 6-7=-6731/4117, 7-8=-9338/5465, 8-9=-9339/5464, 9-10=-7089/4392, 10-11=-7118/4243, 11-12=-7967/4655 BOT CHORD 2-21=-2445/4289, 20-21=-2445/4289, 16-17=-3470/6367, 15-16=-3470/6303, 14-15=-4364/7553, 12-14=-4341/7530 WEBS 17-20=-2457/4302, 5-17=-1334/2558, 7-17=-491/645, 7-16=-1907/3274, 8-16=-297/323, 9-16=-1913/3344, 3-20=-451/259, 10-15=-285/403, 11-15=-807/562, 5-20=-1783/1123, 9-15=-702/948 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, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-9 to 2-11-7, Interior(1) 2-11-7 to 15-2-8, Exterior(2) 15-2-8 to 20-10-6, Interior(1) 20-10-6 to 24-9-8, Exterior(2) 24-9-8 to 30-5-6, Interior(1) 30-5-6 to 41-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 12 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 100 lb uplift at joint(s) except (jt=lb) 2=788, 12=790. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A08 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T17052977 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:05 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-o7WZ6RGy9xBdORPgx2jbsty0Q_yJGH0lCBTWP8zGeOy Scale = 1:69.0 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 5x8 5x8 4x6 5x6 3x4 2x4 6x8 4x6 5x8 2x4 5x6 4x6 6x8 3x4 2x4 4x6 5-6-1 5-6-1 10-4-0 4-9-15 13-2-8 2-10-8 20-0-0 6-9-8 26-9-8 6-9-8 29-8-0 2-10-8 34-5-15 4-9-15 40-0-0 5-6-1 -1-0-0 1-0-0 5-6-1 5-6-1 10-4-0 4-9-15 13-2-8 2-10-8 20-0-0 6-9-8 26-9-8 6-9-8 29-8-0 2-10-8 34-5-15 4-9-15 40-0-0 5-6-1 41-0-0 1-0-0 0- 4 - 8 4- 9 - 5 0- 4 - 8 4- 9 - 5 4.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-2-8], [7:0-5-8,0-2-8], [13:0-3-8,0-3-0], [14:0-3-0,0-3-0], [16:0-3-0,0-3-0], [17:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.71 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.28 0.06 (loc) 17 15-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 1 Row at midpt 7-15 REACTIONS.(lb/size)2=1261/0-8-0, 13=2380/0-8-0, 10=92/0-8-0 Max Horz 2=97(LC 16) Max Uplift 2=-572(LC 8), 13=-1135(LC 9), 10=-290(LC 9) Max Grav 2=1271(LC 23), 13=2380(LC 1), 10=167(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2820/1631, 3-4=-2235/1399, 4-5=-1834/1204, 5-6=-1347/904, 6-7=-1347/904, 8-9=-910/1385, 9-10=-223/811 BOT CHORD 2-18=-1450/2589, 17-18=-1450/2589, 16-17=-1127/2067, 15-16=-842/1727, 14-15=-178/392, 13-14=-1268/1097, 12-13=-731/241, 10-12=-731/241 WEBS 3-17=-564/347, 4-17=-99/296, 4-16=-547/453, 5-16=-294/520, 5-15=-473/338, 6-15=-548/512, 7-15=-1139/1723, 7-14=-1278/946, 8-14=-1130/1808, 8-13=-2022/1350, 9-13=-770/1053, 9-12=-344/226 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-9 to 2-11-7, Interior(1) 2-11-7 to 13-2-8, Exterior(2) 13-2-8 to 18-10-6, Interior(1) 18-10-6 to 26-9-8, Exterior(2) 26-9-8 to 32-5-6, Interior(1) 32-5-6 to 41-0-9 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=572, 13=1135, 10=290. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A09 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T17052978 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:07 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-lVeKW7IChYRLdlY22Tm3xI1NToduk9P2gVycT0zGeOw Scale = 1:69.0 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 5x6 5x6 5x6 4x6 3x6 3x4 2x4 6x8 2x4 2x4 6x8 3x4 2x4 3x8 5x8 2x4 3x6 4x6 5-6-1 5-6-1 10-4-0 4-9-15 17-0-4 6-8-4 22-11-12 5-11-8 29-8-0 6-8-4 34-5-15 4-9-15 40-0-0 5-6-1 -1-0-0 1-0-0 5-6-1 5-6-1 10-4-0 4-9-15 11-2-8 0-10-8 17-0-4 5-9-12 22-11-12 5-11-8 28-9-8 5-9-12 29-8-0 0-10-8 34-5-15 4-9-15 40-0-0 5-6-1 41-0-0 1-0-0 0- 4 - 8 4- 1 - 5 0- 4 - 8 4- 1 - 5 4.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.70 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.31 0.06 (loc) 19 17-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 204 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-6 oc bracing. WEBS 1 Row at midpt 8-16 REACTIONS.(lb/size)2=1232/0-8-0, 14=2495/0-8-0, 11=6/0-8-0 Max Horz 2=84(LC 12) Max Uplift 2=-563(LC 8), 14=-1197(LC 9), 11=-253(LC 9) Max Grav 2=1246(LC 23), 14=2495(LC 1), 11=71(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2744/1637, 3-4=-2175/1344, 4-5=-2132/1448, 5-6=-1792/1118, 6-7=-1792/1118, 7-8=-820/480, 8-9=-996/1565, 9-10=-1062/1623, 10-11=-252/1070 BOT CHORD 2-20=-1458/2518, 19-20=-1458/2518, 17-19=-966/1889, 16-17=-208/860, 14-16=-1065/946, 13-14=-975/268, 11-13=-975/268 WEBS 3-19=-549/425, 4-19=-200/320, 5-19=-432/542, 8-14=-1910/1308, 9-14=-236/342, 10-14=-755/1141, 10-13=-359/203, 8-16=-1344/2159, 7-16=-1063/819, 6-17=-422/410, 7-17=-737/1139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-9 to 2-11-7, Interior(1) 2-11-7 to 11-2-8, Exterior(2) 11-2-8 to 17-0-4, Interior(1) 17-0-4 to 28-9-8, Exterior(2) 28-9-8 to 34-5-15, Interior(1) 34-5-15 to 41-0-9 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=563, 14=1197, 11=253. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A10 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T17052979 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:08 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-DiCikTJqSsZCFv7EcAHIUVaVBBv_TbcBv9hA0TzGeOv Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 5x8 5x8 5x6 3x6 3x4 2x4 6x8 3x6 3x4 3x6 6x8 2x4 6x8 3x6 3x4 2x4 3x6 5x6 9-2-8 9-2-8 10-4-0 1-1-8 16-9-5 6-5-5 23-2-11 6-5-5 29-8-0 6-5-5 30-9-8 1-1-8 40-0-0 9-2-8 -1-0-0 1-0-0 5-9-0 5-9-0 9-2-8 3-5-8 10-4-0 1-1-8 16-9-5 6-5-5 23-2-11 6-5-5 29-8-0 6-5-5 30-9-8 1-1-8 34-3-0 3-5-8 40-0-0 5-9-0 41-0-0 1-0-0 0- 4 - 8 3- 5 - 5 0- 4 - 8 3- 5 - 5 4.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-0-11], [4:0-5-8,0-2-8], [7:0-3-12,0-3-0], [9:0-5-8,0-2-8], [11:0-2-9,0-0-12], [14:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.97 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.43 0.08 (loc) 11-13 2-20 14 l/defl >341 >826 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS.(lb/size)2=1220/0-8-0, 14=2544/0-8-0, 11=-30/0-8-0 Max Horz 2=70(LC 16) Max Uplift 2=-563(LC 8), 14=-1220(LC 9), 11=-257(LC 23) Max Grav 2=1230(LC 23), 14=2544(LC 1), 11=30(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2615/1681, 3-4=-2245/1373, 4-5=-2217/1443, 5-6=-2217/1443, 6-7=-2126/1301, 7-8=-1039/1739, 8-9=-1039/1739, 9-10=-743/1565, 10-11=-357/1272 BOT CHORD 2-20=-1492/2412, 19-20=-1088/2098, 17-19=-1039/2126, 16-17=-220/820, 14-16=-220/820, 13-14=-1450/895, 11-13=-1158/426 WEBS 3-20=-374/460, 4-20=-136/474, 4-19=-403/437, 5-19=-423/436, 6-17=-515/472, 7-17=-925/1478, 7-16=0/253, 7-14=-2766/1686, 8-14=-499/521, 9-14=-859/1337, 9-13=-1114/509, 10-13=-575/713 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-9 to 2-11-7, Interior(1) 2-11-7 to 9-2-8, Exterior(2) 9-2-8 to 14-10-6, Interior(1) 14-10-6 to 30-9-8, Exterior(2) 30-9-8 to 36-5-6, Interior(1) 36-5-6 to 41-0-9 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=563, 14=1220, 11=257. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A11 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T17052980 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:10 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-94KS98K5zTpwUDHdkbJmZwfpb?dFxTlUMTAG4LzGeOt Scale = 1:68.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 6x12 MT20HS 6x12 MT20HS 5x8 4x6 2x4 6x8 2x4 5x8 2x4 3x6 6x8 2x4 6x8 2x4 3x6 5x8 7-2-8 7-2-8 10-4-0 3-1-8 16-9-5 6-5-5 23-2-11 6-5-5 29-8-0 6-5-5 32-9-8 3-1-8 40-0-0 7-2-8 -1-0-0 1-0-0 7-2-8 7-2-8 10-4-0 3-1-8 16-9-5 6-5-5 23-2-11 6-5-5 29-8-0 6-5-5 32-9-8 3-1-8 40-0-0 7-2-8 41-0-0 1-0-0 0- 4 - 8 2- 9 - 5 0- 4 - 8 2- 9 - 5 4.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-0-11], [3:0-7-12,0-2-1], [6:0-2-12,0-3-0], [8:0-9-0,0-2-8], [9:0-2-9,0-0-12], [12:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.85 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.49 0.10 (loc) 15-17 15-17 12 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 183 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-6,6-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-4-15 oc bracing. WEBS 1 Row at midpt 5-14, 6-12 REACTIONS.(lb/size)2=1219/0-8-0, 12=2548/0-8-0, 9=-34/0-8-0 Max Horz 2=56(LC 12) Max Uplift 2=-564(LC 8), 12=-1229(LC 9), 9=-263(LC 23) Max Grav 2=1222(LC 23), 12=2548(LC 1), 9=16(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2542/1526, 3-4=-2757/1718, 4-5=-2757/1718, 5-6=-968/563, 6-7=-1328/2233, 7-8=-1328/2233, 8-9=-375/1387 BOT CHORD 2-18=-1310/2311, 17-18=-1310/2320, 15-17=-1362/2642, 14-15=-1362/2642, 12-14=-346/972, 11-12=-1264/453, 9-11=-1271/479 WEBS 3-17=-370/674, 4-17=-357/342, 5-15=0/269, 5-14=-1803/1102, 6-14=-327/770, 6-12=-3401/2015, 7-12=-394/357, 8-12=-1395/1513, 8-11=-463/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-9 to 2-11-7, Interior(1) 2-11-7 to 7-2-8, Exterior(2) 7-2-8 to 12-10-6, Interior(1) 12-10-6 to 32-9-8, Exterior(2) 32-9-8 to 38-5-6, Interior(1) 38-5-6 to 41-0-9 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=564, 12=1229, 9=263. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss B01 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T17052981 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:14 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-2sZz_WNb1iJMzqbOzROijmpXAc?1tMJ4H58UD6zGeOp Scale: 1/4"=1' 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 5x6 4x6 5x6 5x6 3x6 3x6 3x6 3x6 4x6 6-6-0 6-6-0 9-1-3 2-7-3 18-4-13 9-3-10 21-0-0 2-7-3 27-6-0 6-6-0 -1-0-0 1-0-0 6-6-0 6-6-0 13-9-0 7-3-0 21-0-0 7-3-0 27-6-0 6-6-0 28-6-0 1-0-0 0- 4 - 8 4- 1 1 - 8 0- 4 - 8 4.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-4], [10:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.80 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.37 0.03 (loc) 6-8 9-10 8 l/defl >630 >673 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. REACTIONS.(lb/size)2=952/0-8-0, 8=1530/0-8-0, 6=126/0-8-0 Max Horz 2=101(LC 12) Max Uplift 2=-434(LC 8), 8=-655(LC 9), 6=-255(LC 9) Max Grav 2=952(LC 1), 8=1530(LC 1), 6=197(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1883/1687, 3-4=-1420/1339, 4-5=-321/329, 5-6=-437/644 BOT CHORD 2-11=-1472/1712, 10-11=-1472/1712, 9-10=-478/726, 8-9=-523/554, 6-8=-523/554 WEBS 4-9=-717/821, 5-9=-596/980, 5-8=-1441/1302, 4-10=-602/776, 3-10=-607/752 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-9 to 2-11-7, Exterior(2) 2-11-7 to 13-9-0, Corner(3) 13-9-0 to 17-9-0, Exterior(2) 17-9-0 to 28-6-9 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=434, 8=655, 6=255. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss B02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T17052982 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:15 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-W27LCsODo0RDb_AbW8vxG_MjG0OZcuADWlu1mZzGeOo Scale = 1:44.1 1 2 3 4 7 9 10 12 13 14 5 6 8 11 17 19 18 16 15 20 21 22 5x6 5x6 4x6 3x4 7x10 5x8 7x10 3x4 3x6 9-1-3 9-1-3 13-9-0 4-7-13 14-1-9 0-4-9 15-9-0 1-7-7 17-9-10 2-0-10 20-11-8 3-1-14 21-9-0 0-9-8 23-9-0 2-0-0 27-6-0 3-9-0 7-8-1 7-8-1 11-1-9 3-5-7 13-9-0 2-7-7 15-9-0 2-0-0 17-9-0 2-0-0 19-9-0 2-0-0 19-9-15 0-0-15 21-9-0 1-11-1 23-9-0 2-0-0 27-6-0 3-9-0 0- 0 - 1 3 4- 7 - 1 3 0- 0 - 1 3 4.00 12 Plate Offsets (X,Y)-- [1:0-0-10,Edge], [3:0-3-15,Edge], [18:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.59 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.19 0.04 (loc) 1-19 1-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-17: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. JOINTS 1 Brace at Jt(s): 5, 8 REACTIONS.All bearings 6-10-0 except (jt=length) 1=0-8-0, 17=0-3-8, 17=0-3-8. (lb) - Max Horz 1=-87(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 14 except 1=-357(LC 8), 16=-378(LC 1), 15=-123(LC 9), 17=-440(LC 9) Max Grav All reactions 250 lb or less at joint(s) 14, 16 except 1=932(LC 1), 15=268(LC 1), 17=1308(LC 1), 17=1308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2340/2209, 2-3=-1950/1863, 3-4=-365/466, 4-7=-347/454, 7-9=-360/406, 9-10=-391/378, 10-12=-359/283, 12-13=-368/222, 13-14=-382/115, 3-5=-1299/1297, 5-6=-1279/1272, 6-8=-1358/1470, 8-11=-1376/1498, 11-17=-1475/1626 BOT CHORD 1-19=-1968/2179, 18-19=-1162/1402, 17-18=-1467/1622, 16-17=-62/329, 15-16=-62/329, 14-15=-62/329 WEBS 6-7=-165/346, 10-11=-241/306, 13-15=-145/332, 3-19=-603/684, 2-19=-523/719, 3-18=-227/266, 6-18=-185/381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-4-0 to 4-4-0, Exterior(2) 4-4-0 to 13-9-0, Corner(3) 13-9-0 to 17-9-0, Exterior(2) 17-9-0 to 26-3-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 1=357, 16=378, 15=123, 17=440. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss C01 Truss Type COMMON Qty 7 Ply 1 Job Reference (optional) T17052983 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:16 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-_EhkPCPrZJZ3C8kn4sQAoBvsjQgWLHjMkPdbI?zGeOn Scale = 1:37.7 1 2 3 4 5 6 7 9 8 10 11 12 13 4x6 4x6 5x8 2x4 3x4 2x4 4x6 5-8-1 5-8-1 15-7-15 9-11-15 21-4-0 5-8-1 -1-0-0 1-0-0 5-8-1 5-8-1 10-8-0 4-11-15 15-7-15 4-11-15 21-4-0 5-8-1 22-4-0 1-0-0 0- 4 - 8 3- 1 1 - 3 0- 4 - 8 4.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.86 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.58 0.06 (loc) 8-9 8-9 6 l/defl >985 >431 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. REACTIONS.(lb/size)2=1027/0-8-0, 6=1027/0-8-0 Max Horz 2=80(LC 16) Max Uplift 2=-449(LC 8), 6=-449(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2168/1957, 3-4=-2141/2151, 4-5=-2141/2151, 5-6=-2168/1957 BOT CHORD 2-9=-1726/1975, 8-9=-1091/1295, 6-8=-1730/1975 WEBS 4-8=-791/872, 5-8=-326/548, 4-9=-791/872, 3-9=-326/548 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-9 to 2-11-7, Exterior(2) 2-11-7 to 10-8-0, Corner(3) 10-8-0 to 14-8-0, Exterior(2) 14-8-0 to 22-4-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=449, 6=449. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss C02 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T17052984 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:18 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-wdpUqtQ65xpnSRu9CHSeuc_KRDVdpIgfCj6iMtzGeOl Scale = 1:34.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 103x4 4x6 3x4 5x6 21-4-0 21-4-0 10-8-0 10-8-0 21-4-0 10-8-0 0- 0 - 1 3 3- 7 - 8 0- 0 - 1 3 4.00 12 Plate Offsets (X,Y)-- [13:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.25 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-4-0. (lb) - Max Horz 1=-68(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 15, 11 except 14=-103(LC 12), 16=-177(LC 12), 12=-102(LC 13), 10=-177(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 15, 12, 11 except 16=366(LC 23), 10=366(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-83/253, 5-6=-83/253 WEBS 4-14=-163/332, 2-16=-262/477, 6-12=-163/332, 8-10=-262/477 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-8-6 to 4-8-0, Exterior(2) 4-8-0 to 10-8-0, Corner(3) 10-8-0 to 14-8-0, Exterior(2) 14-8-0 to 20-7-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 15, 11 except (jt=lb) 14=103, 16=177, 12=102, 10=177. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss CJ1 Truss Type CORNER JACK Qty 4 Ply 1 Job Reference (optional) T17052985 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:19 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-OpMs2DRksExe3bTMl_ztQqXTOduTYmDpQNsFvKzGeOk Scale = 1:6.3 1 2 3 4 4x6 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0- 4 - 8 0- 8 - 8 0- 4 - 5 0- 8 - 8 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=-15/Mechanical, 2=166/0-8-0, 4=9/Mechanical Max Horz 2=45(LC 8) Max Uplift 3=-15(LC 1), 2=-148(LC 8) Max Grav 3=26(LC 8), 2=166(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=148. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss CJ3 Truss Type CORNER JACK Qty 4 Ply 1 Job Reference (optional) T17052986 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:19 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-OpMs2DRksExe3bTMl_ztQqXU4drnYmDpQNsFvKzGeOk Scale = 1:9.7 1 2 3 4 4x6 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0- 4 - 8 1- 4 - 8 1- 0 - 5 1- 4 - 8 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=66/Mechanical, 2=239/0-8-0, 4=26/Mechanical Max Horz 2=81(LC 8) Max Uplift 3=-60(LC 12), 2=-216(LC 8), 4=-37(LC 8) Max Grav 3=66(LC 1), 2=239(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=216. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss EJ5 Truss Type JACK-OPEN Qty 14 Ply 1 Job Reference (optional) T17052987 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:20 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-s0wEFZSMdY4Vhl2YJiU6z13aD12hHDTyf0boRmzGeOj Scale = 1:13.3 1 2 5 3 6 4 4x6 5-2-8 5-2-8 -1-0-0 1-0-0 5-2-8 5-2-8 0- 4 - 8 2- 1 - 5 1- 9 - 2 2- 1 - 5 4.00 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.70 0.78 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 0.15 -0.00 (loc) 2-4 2-4 3 l/defl >347 >384 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-12 oc bracing. REACTIONS.(lb/size)3=155/Mechanical, 2=327/0-8-0, 4=48/Mechanical Max Horz 2=122(LC 8) Max Uplift 3=-125(LC 12), 2=-280(LC 8), 4=-68(LC 8) Max Grav 3=155(LC 1), 2=327(LC 1), 4=96(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-9 to 2-11-7, Exterior(2) 2-11-7 to 5-1-12 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=125, 2=280. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss EJ51 Truss Type HALF HIP Qty 2 Ply 1 Job Reference (optional) T17052988 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:21 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-LCUdTvT_OsCMJvdktP0LVFci6RW00gj6ugLMzCzGeOi Scale = 1:15.0 1 2 3 4 5 6 3x6 3x6 4x6 Special Special 2-9-9 2-9-9 5-2-8 2-4-15 -1-0-0 1-0-0 5-0-0 5-0-0 5-2-8 0-2-8 0- 4 - 8 2- 0 - 8 1- 9 - 1 0 4.00 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.88 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 2-4 2-4 l/defl >999 >998 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 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)4=447/Mechanical, 2=320/0-8-0 Max Horz 2=119(LC 8) Max Uplift 4=-294(LC 8), 2=-186(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-302/503 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 3-0-0, Exterior(2) 3-0-0 to 4-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #14 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #15 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=294, 2=186. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 154 lb down and 205 lb up at 4-11-12 on top chord, and 112 lb down and 81 lb up at 4-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Continued on page 2 May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss EJ51 Truss Type HALF HIP Qty 2 Ply 1 Job Reference (optional) T17052988 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:21 2019 Page 2 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-LCUdTvT_OsCMJvdktP0LVFci6RW00gj6ugLMzCzGeOi LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-154(F) 4=-99(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss HJ5 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Job Reference (optional) T17052989 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:22 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-pO2?gFUc99KDw3CxR7Xa2S9u3rpbl7zF7K4vVfzGeOh Scale = 1:16.3 1 2 5 3 6 7 4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED 7-0-2 7-0-2 -1-5-0 1-5-0 3-9-13 3-9-13 7-0-2 3-2-5 0- 4 - 8 2- 0 - 5 0- 3 - 1 5 1- 8 - 6 2- 0 - 5 2.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.17 -0.00 (loc) 2-4 2-4 3 l/defl >437 >462 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=198/Mechanical, 2=381/0-10-15, 4=72/Mechanical Max Horz 2=117(LC 4) Max Uplift 3=-152(LC 8), 2=-343(LC 4), 4=-43(LC 8) Max Grav 3=198(LC 1), 2=381(LC 1), 4=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=152, 2=343. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 6=69(F=35, B=35) May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A12 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T17052990 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:12 2019 Page 1 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-5TRDaqMLV53ejWR0r0LEeLkCIpJFPS2npnfN9EzGeOr Scale = 1:69.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 6x12 MT20HS 6x12 MT20HS 3x6 4x6 2x4 6x8 5x6 5x6 6x8 2x4 5x12 5x12 2x4 2x4 6x8 2x4 4x6 3x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special NAILED Special Special Special Special Special Special Special Special Special Special Special Special Special Special NAILED 5-2-8 5-2-8 10-4-0 5-1-8 15-2-8 4-10-8 20-0-0 4-9-8 24-9-8 4-9-8 29-8-0 4-10-8 34-9-8 5-1-8 40-0-0 5-2-8 -1-0-0 1-0-0 5-2-8 5-2-8 10-4-0 5-1-8 15-2-8 4-10-8 20-0-0 4-9-8 24-9-8 4-9-8 29-8-0 4-10-8 34-9-8 5-1-8 40-0-0 5-2-8 41-0-0 1-0-0 0- 4 - 8 2- 1 - 5 0- 4 - 8 2- 1 - 5 4.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-2], [3:0-9-12,0-2-12], [9:0-9-12,0-2-12], [10:0-3-0,0-2-2], [14:0-3-0,0-0-0], [18:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.82 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.54 -0.55 0.07 (loc) 17-19 17-19 13 l/defl >656 >636 n/a L/d 240 180 n/a PLATES Weight: 369 lb FT = 20% GRIP LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6,6-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-19,8-13: 2x6 SP No.2, 8-15,4-17,6-15,6-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. REACTIONS.(lb/size)2=1862/0-8-0, 13=4350/0-8-0, 10=-276/0-8-0 Max Horz 2=-43(LC 9) Max Uplift 2=-1311(LC 4), 13=-3410(LC 4), 10=-521(LC 24) Max Grav 2=1863(LC 19), 13=4350(LC 1), 10=442(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4514/3202, 3-4=-6160/4696, 4-5=-6027/4663, 5-6=-6027/4663, 6-7=-219/253, 7-8=-219/253, 8-9=-4058/5351, 9-10=-1352/1805 BOT CHORD 2-20=-2958/4174, 19-20=-2962/4192, 17-19=-4612/6160, 16-17=-3128/4079, 15-16=-3128/4079, 13-15=-5351/4144, 12-13=-1650/1297, 10-12=-1665/1300 WEBS 3-20=-64/408, 3-19=-1772/2153, 4-19=-555/445, 8-13=-2763/2128, 9-13=-4034/3103, 9-12=-166/377, 8-15=-4577/5928, 7-15=-482/369, 5-17=-527/404, 6-15=-4135/3190, 6-17=-1552/2088, 6-16=-152/335 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s) shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. May 14,2019 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job SYNERGY-HUDSON-3-L Truss A12 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T17052990 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue May 14 08:21:12 2019 Page 2 Builders First Source, Plant City, FL - 32566, ID:PAjAClx0XccyA2Nu7mEhtKyhsj?-5TRDaqMLV53ejWR0r0LEeLkCIpJFPS2npnfN9EzGeOr NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1311, 13=3410, 10=521. 10) "NAILED" indicates 3-10d (0.148" x 3") toe-nails per NDS guidelines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 lb down and 257 lb up at 5-2-8, 100 lb down and 131 lb up at 7-0-12, 100 lb down and 131 lb up at 9-0-12, 100 lb down and 131 lb up at 11-0-12, 100 lb down and 131 lb up at 13-0-12, 100 lb down and 131 lb up at 15-0-12, 100 lb down and 131 lb up at 17-0-12, 100 lb down and 131 lb up at 19-0-12, 100 lb down and 131 lb up at 20-11-4, 100 lb down and 131 lb up at 22-11-4, 100 lb down and 131 lb up at 24-11-4, 100 lb down and 131 lb up at 26-11-4, 100 lb down and 131 lb up at 28-11-4, 100 lb down and 131 lb up at 30-11-4, and 100 lb down and 131 lb up at 32-11-4, and 251 lb down and 257 lb up at 34-9-8 on top chord, and 56 lb down and 88 lb up at 7-0-12, 56 lb down and 88 lb up at 9-0-12, 56 lb down and 88 lb up at 11-0-12, 56 lb down and 88 lb up at 13-0-12, 56 lb down and 88 lb up at 15-0-12, 56 lb down and 88 lb up at 17-0-12, 56 lb down and 88 lb up at 19-0-12, 56 lb down and 88 lb up at 20-11-4, 56 lb down and 88 lb up at 22-11-4, 56 lb down and 88 lb up at 24-11-4, 56 lb down and 88 lb up at 26-11-4, 56 lb down and 88 lb up at 28-11-4, and 56 lb down and 88 lb up at 30-11-4, and 56 lb down and 88 lb up at 32-11-4 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 (plf) Vert: 1-3=-70, 3-9=-70, 9-11=-70, 2-10=-20 Concentrated Loads (lb) Vert: 3=-228(F) 9=-228(F) 20=-84(F) 12=-84(F) 15=-28(F) 17=-28(F) 7=-85(F) 5=-85(F) 21=-85(F) 22=-85(F) 23=-85(F) 24=-85(F) 25=-85(F) 26=-85(F) 27=-85(F) 28=-85(F) 29=-85(F) 30=-85(F) 31=-85(F) 32=-85(F) 33=-28(F) 34=-28(F) 35=-28(F) 36=-28(F) 37=-28(F) 38=-28(F) 39=-28(F) 40=-28(F) 41=-28(F) 42=-28(F) 43=-28(F) 44=-28(F) P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s