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HomeMy WebLinkAboutapproved6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: SYNERGY-RAVINIA-3A-X - Design Code: FBC2020/TPI2014Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 32 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: RAVINIA-3A Subdivision: .Address: ., . State: .City: . Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: License #: Address: City: State: February 9,2022 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T26792360 A1 Date 2/9/222T26792361A22/9/223T26792362A32/9/224T26792363A42/9/225T26792364A52/9/226T26792365A62/9/227T26792366A72/9/228T26792367A82/9/229T26792368A92/9/2210T26792369A102/9/2211T26792370A112/9/2212T26792371A122/9/2213T26792372A132/9/2214T26792373A142/9/2215T26792374A152/9/2216T26792375A162/9/2217T26792376B12/9/2218T26792377B22/9/2219T26792378B32/9/2220T26792379B42/9/2221T26792380CJ12/9/2222T26792381CJ22/9/22 No.Seal#Truss Name 23 T26792382 CJ3 Date 2/9/2224T26792383CJ42/9/2225T26792384CJ52/9/2226T26792385CJ62/9/2227T26792386EJ22/9/2228T26792387EJ72/9/2229T26792388EJ712/9/2230T26792389HJ22/9/2231T26792390HJ72/9/2232T26792391HJ712/9/22 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A1 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T26792360 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:02:50 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-roW7NTmQYQdL1Sd7hLYDQkodCkNCONUGsS0_3ZzmtSp Scale = 1:55.1 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 27 28 29 30 31 32 33 34 6x8 ST1.5x8 STP ST1.5x8 STP 7x10 5x6 4x4 3x4 7x14 MT20HS 6x8 3x8 MT20HS 3x12 MT20HS 3x4 2x4 5x12 5x8 7x14 MT20HS 2x4 3x6 3x6 3x4 3x4 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7-0-07-0-0 10-2-03-2-0 16-4-46-2-4 19-6-43-2-0 22-6-83-0-4 29-10-07-3-8 -1-0-0 1-0-0 3-7-11 3-7-11 7-0-0 3-4-5 10-2-0 3-2-0 13-4-0 3-2-0 16-4-4 3-0-4 19-6-4 3-2-0 22-10-0 3-3-12 25-0-0 2-2-0 29-10-0 4-10-0 30-10-0 1-0-0 0-6-12-10-10-6-11-1-42-10-14.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-0-12], [4:0-4-0,0-2-6], [5:0-3-8,0-2-8], [9:0-4-0,0-4-8], [11:0-3-6,3-2-2], [11:0-1-10,2-0-3], [11:0-1-2,0-2-7], [13:0-9-4,0-4-4], [16:0-6-8,0-4-0], [18:0-2-0,0-0-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.82 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -1.18 0.34 0.79 (loc) 17 17 11 17 l/defl >674 >298 n/a >445 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 395 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-9: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 2-17: 2x6 SP No.2, 6-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 16-19,5-16,7-16: 2x6 SP No.2 WEDGE Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. Except: 10-0-0 oc bracing: 16-18 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=102(LC 7) Max Uplift 2=-1300(LC 8), 11=-1307(LC 8) Max Grav 2=2699(LC 1), 11=2721(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6312/2897, 3-4=-6629/3009, 4-5=-8039/3682, 5-6=-15256/6785, 6-7=-15693/6969, 7-8=-16063/7111, 8-9=-14568/6487, 9-10=-11739/5248, 10-11=-10523/4772 BOT CHORD 2-20=-2608/5788, 19-20=-2733/6271, 18-19=-533/1201, 16-18=-16/328, 15-16=-6947/16063, 14-15=-6322/14567, 13-14=-5042/11632, 11-13=-4398/9816 WEBS 3-20=-455/744, 4-20=0/401, 4-19=-986/2254, 5-19=-3846/1803, 16-19=-3176/7277, 5-16=-3370/7836, 9-13=-815/2050, 10-13=-769/1707, 9-14=-1377/3216, 7-16=-440/174, 8-14=-1053/592, 7-15=-413/331, 8-15=-674/1673 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered 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, 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A1 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T26792360 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:02:50 2022 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-roW7NTmQYQdL1Sd7hLYDQkodCkNCONUGsS0_3ZzmtSp NOTES- 10) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1300, 11=1307. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 396 lb down and 382 lb up at 7-0-0, and 313 lb down and 289 lb up at 22-10-0 on top chord, and 357 lb down and 140 lb up at 7-0-0, and 515 lb down and 255 lb up at 22-6-8 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: 1-4=-70, 4-9=-70, 9-12=-70, 2-18=-20, 17-18=-20, 13-16=-20, 11-13=-20 Concentrated Loads (lb) Vert: 4=-215(B) 9=-117(B) 18=-58(B) 6=-139(B) 13=-515(B) 20=-352(B) 21=-139(B) 22=-139(B) 24=-117(B) 26=-117(B) 27=-117(B) 28=-117(B) 29=-58(B) 30=-58(B) 31=-80(B) 32=-80(B) 33=-80(B) 34=-80(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A2 Truss Type Hip Qty 1 Ply 2 Job Reference (optional) T26792361 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:00 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-Yj6uTuuhBVtwE_O2GSkaprDRSmoDkvnk9?RWPzzmtSf Scale = 1:55.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 5x8 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 2x4 2x4 5x12 4x6 3x6 5x8 2x4 5x12 3x4 2x4 9-0-09-0-0 13-4-04-4-0 20-6-87-2-8 29-10-09-3-8 -1-0-0 1-0-0 5-6-13 5-6-13 9-0-0 3-5-3 13-4-0 4-4-0 16-11-4 3-7-4 20-10-0 3-10-12 24-3-3 3-5-2 29-10-0 5-6-14 30-10-0 1-0-0 0-6-13-6-10-6-11-5-43-6-14.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-11], [4:0-5-4,0-2-8], [10:0-3-8,0-1-14], [13:0-4-0,0-2-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.72 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.61 0.23 0.39 (loc) 14 12-13 10 14 l/defl >999 >579 n/a >899 L/d 360 240 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-15: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-9-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing. Except: 10-0-0 oc bracing: 13-15 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=130(LC 11) Max Uplift 2=-706(LC 12), 10=-681(LC 12) Max Grav 2=1435(LC 1), 10=1412(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3028/2345, 3-4=-2769/2092, 4-5=-5362/3984, 5-6=-5508/4071, 6-7=-4716/3487, 7-8=-4881/3537, 8-10=-4916/3769 BOT CHORD 2-16=-2110/2772, 5-13=-272/343, 12-13=-3817/5367, 10-12=-3435/4573 WEBS 3-16=-273/397, 4-16=-601/490, 13-16=-1674/2536, 4-13=-2170/3046, 6-13=-18/271, 6-12=-858/718, 7-12=-778/1186, 8-12=-56/379 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 20-10-0, Exterior(2R) 20-10-0 to 29-3-13, Interior(1) 29-3-13 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 681 lb uplift at joint 10.February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T26792362 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:02 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-U6Efuawxj67eTIXROtm2vGIlEZQoCoc1dJwcUszmtSd Scale = 1:55.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 8x10 ST1.5x8 STP ST1.5x8 STP 6x8 5x6 2x4 2x4 10x12 7x10 4x12 3x6 3x4 2x4 5x12 6x8 3x4 2x4 3x6 5-7-115-7-11 11-0-05-4-5 13-4-02-4-0 18-8-85-4-8 24-2-45-5-12 29-10-05-7-12 -1-0-0 1-0-0 5-7-11 5-7-11 11-0-0 5-4-5 13-4-0 2-4-0 18-10-0 5-6-0 24-2-4 5-4-4 29-10-0 5-7-12 30-10-0 1-0-0 0-6-14-2-10-6-11-8-154-2-14.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-4], [4:0-7-8,0-3-0], [6:0-5-4,0-3-12], [10:0-6-4,0-4-4], [13:0-4-0,0-4-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.97 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.69 0.31 0.46 (loc) 15 15 10 15 l/defl >999 >504 n/a >762 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-6: 2x6 SP No.2, 6-7: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 14-17,4-14: 2x4 SP No.2 SLIDER Right 2x4 SP No.3 2-4-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=151(LC 11) Max Uplift 2=-699(LC 12), 10=-700(LC 12) Max Grav 2=1421(LC 1), 10=1420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3147/2408, 3-4=-2625/2060, 4-5=-4738/3619, 5-6=-4828/3674, 6-8=-4887/3522, 8-10=-4848/3449 BOT CHORD 2-18=-2182/2886, 17-18=-2182/2886, 5-14=-290/326, 13-14=-3145/4696, 12-13=-3163/4530, 10-12=-3145/4507 WEBS 3-17=-554/514, 4-17=-1488/1060, 14-17=-2028/2935, 4-14=-2107/3044, 6-14=-222/427, 6-13=-524/913, 8-13=-128/452 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 11-0-0, Exterior(2E) 11-0-0 to 18-10-0, Exterior(2R) 18-10-0 to 27-3-13, Interior(1) 27-3-13 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 699 lb uplift at joint 2 and 700 lb uplift at joint 10. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T26792363 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:03 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-yIo16vwaUQFV5S6dyaHHRTrxzzq8xEFArzgA0IzmtSc Scale = 1:55.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 2021 6x8 ST1.5x8 STP ST1.5x8 STP 6x8 5x6 2x4 6x8 3x8 5x12 6x8 3x4 2x4 7x10 2x4 9-1-139-1-13 13-4-04-2-3 16-8-83-4-8 23-2-46-5-12 29-10-06-7-12 -1-0-0 1-0-0 5-6-0 5-6-0 9-1-13 3-7-13 13-0-0 3-10-3 13-4-0 0-4-0 16-10-0 3-6-0 23-2-4 6-4-4 29-10-0 6-7-12 30-10-0 1-0-0 0-6-14-10-10-6-12-0-154-10-14.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-4], [5:0-4-0,0-2-4], [6:0-4-0,0-2-6], [8:0-4-0,0-3-9], [11:0-5-4,0-4-0], [12:0-5-8,0-3-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.77 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.68 0.30 0.43 (loc) 13 13 8 13 l/defl >999 >512 n/a >811 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-14: 2x4 SP No.3, 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 or 3-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-13 oc bracing. Except: 10-0-0 oc bracing: 12-14 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=179(LC 11) Max Uplift 2=-697(LC 12), 8=-698(LC 12) Max Grav 2=1425(LC 1), 8=1423(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3091/2317, 3-4=-2799/2078, 4-5=-4741/3337, 5-6=-4133/2945, 6-7=-4368/3000, 7-8=-5194/3613 BOT CHORD 2-15=-2097/2831, 5-12=-889/1389, 11-12=-2800/4391, 10-11=-3327/4871, 8-10=-3315/4855 WEBS 4-15=-1309/983, 5-11=-491/265, 6-11=-552/960, 7-11=-882/818, 4-12=-1107/1906, 12-15=-1994/2953, 3-15=-291/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 13-0-0, Exterior(2E) 13-0-0 to 16-10-0, Exterior(2R) 16-10-0 to 25-3-13, Interior(1) 25-3-13 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 697 lb uplift at joint 2 and 698 lb uplift at joint 8. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A5 Truss Type Roof Special Qty 5 Ply 1 Job Reference (optional) T26792364 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:04 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-RUMPJFxCFkOMjchpVHoW_hN09NAzgdTK4dPjZlzmtSb Scale = 1:54.1 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 3x6 ST1.5x8 STP ST1.5x8 STP 6x8 4x6 5x6 2x4 2x4 5x12 2x4 4x12 7x10 7x10 2x4 3x4 2x4 5x8 5-6-05-6-0 9-1-133-7-13 13-4-04-2-3 18-8-75-4-7 23-9-95-1-2 29-10-06-0-7 -1-0-0 1-0-0 5-6-0 5-6-0 9-1-13 3-7-13 13-4-0 4-2-3 14-11-0 1-7-0 18-8-7 3-9-7 23-9-9 5-1-2 29-10-0 6-0-7 30-10-0 1-0-0 0-6-15-5-110-6-12-7-114.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-4], [9:0-3-0,Edge], [11:0-1-10,Edge], [14:0-5-0,0-4-8], [15:0-3-4,0-3-12] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.73 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.91 0.38 0.57 (loc) 16 16 11 16 l/defl >882 >385 n/a >609 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-17: 2x4 SP No.3, 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 15-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. Except: 10-0-0 oc bracing: 15-17 REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=205(LC 11) Max Uplift 2=-699(LC 12), 11=-700(LC 12) Max Grav 2=1421(LC 1), 11=1420(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3073/2076, 3-5=-2791/1887, 5-6=-5305/3401, 6-7=-5258/3463, 7-8=-4600/3170, 8-10=-4620/3032, 10-11=-5043/3272 BOT CHORD 2-18=-1853/2813, 14-15=-1979/3553, 13-14=-3001/4722, 11-13=-2989/4704 WEBS 3-18=-278/313, 5-18=-1416/973, 15-18=-1833/3013, 5-15=-1327/2391, 7-15=-1641/2585, 7-14=-914/1198, 8-14=-339/419, 10-14=-461/326 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 14-11-0, Exterior(2R) 14-11-0 to 20-11-0, Interior(1) 20-11-0 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 699 lb uplift at joint 2 and 700 lb uplift at joint 11. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A6 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T26792365 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:05 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-vhwnXbyq?1WDKlG03?JlWuwB1nXBP42TJH9H5BzmtSa Scale = 1:54.1 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 3x6 ST1.5x8 STP ST1.5x8 STP 6x8 4x6 5x6 2x4 2x4 5x12 2x4 5x8 7x10 7x10 2x4 3x4 2x4 5x8 5-6-05-6-0 9-1-133-7-13 13-4-04-2-3 18-8-75-4-7 23-9-95-1-2 29-10-06-0-7 -1-0-0 1-0-0 5-6-0 5-6-0 9-1-13 3-7-13 13-4-0 4-2-3 14-11-0 1-7-0 18-8-7 3-9-7 23-9-9 5-1-2 29-10-0 6-0-7 30-10-0 1-0-0 0-6-15-5-110-6-12-7-114.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-4], [9:0-3-0,Edge], [11:0-4-0,0-3-9], [14:0-5-0,0-4-8], [15:0-3-8,0-3-12] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.67 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.86 0.38 0.56 (loc) 14-15 14-15 11 14-15 l/defl >918 >405 n/a >630 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-16: 2x4 SP No.3, 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-5 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=205(LC 11) Max Uplift 2=-705(LC 12), 11=-705(LC 12) Max Grav 2=1409(LC 1), 11=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3040/2093, 3-5=-2756/1905, 5-6=-5212/3449, 6-7=-5165/3510, 7-8=-4543/3198, 8-10=-4563/3061, 10-11=-4995/3296 BOT CHORD 2-17=-1869/2782, 14-15=-2008/3497, 13-14=-3024/4677, 11-13=-3012/4658 WEBS 3-17=-280/312, 5-17=-1390/987, 15-17=-1857/2979, 5-15=-1355/2336, 7-15=-1670/2527, 7-14=-912/1200, 8-14=-339/419, 10-14=-470/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 14-11-0, Exterior(2R) 14-11-0 to 20-11-0, Interior(1) 20-11-0 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 705 lb uplift at joint 2 and 705 lb uplift at joint 11. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T26792366 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:06 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-NtTAkxzSmLe4yvrCdir_36TLnBsP8ctcXxuqddzmtSZ Scale = 1:54.1 1 2 3 4 5 6 7 8 9 10 11 12 18 17 15 14 13 16 19 20 21 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 5x6 2x4 2x4 7x10 5x8 5x12 2x4 3x6 7x10 3x4 4x4 3x4 2x4 5-6-05-6-0 9-1-133-7-13 13-4-04-2-3 15-5-02-1-0 18-8-73-3-7 23-9-95-1-2 29-10-06-0-7 -1-0-0 1-0-0 5-6-0 5-6-0 9-1-13 3-7-13 13-4-0 4-2-3 14-11-0 1-7-0 18-8-7 3-9-7 23-9-9 5-1-2 29-10-0 6-0-7 30-10-0 1-0-0 0-6-15-5-110-6-12-3-84.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-4], [9:0-3-0,Edge], [11:0-4-0,0-3-9], [15:0-5-0,0-4-8], [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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.67 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.74 0.32 0.48 (loc) 15 14-15 11 15 l/defl >999 >476 n/a >734 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-17: 2x4 SP No.3, 11-15: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 16-18: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=205(LC 11) Max Uplift 2=-705(LC 12), 11=-705(LC 12) Max Grav 2=1409(LC 1), 11=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3040/2093, 3-5=-2753/1903, 5-6=-4410/2965, 6-7=-4350/3028, 7-8=-3834/2578, 8-10=-4562/3077, 10-11=-4995/3291 BOT CHORD 2-18=-1870/2783, 14-15=-2710/4339, 13-14=-3020/4675, 11-13=-3007/4658, 15-16=-1931/3384 WEBS 3-18=-285/315, 5-18=-1160/844, 16-18=-1769/2838, 5-16=-910/1600, 8-14=-63/281, 10-14=-463/302, 7-16=-1036/1433, 8-15=-843/680, 7-15=-780/1182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 14-11-0, Exterior(2R) 14-11-0 to 20-11-0, Interior(1) 20-11-0 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 705 lb uplift at joint 2 and 705 lb uplift at joint 11. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T26792367 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:07 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-r31YxHz4Xfmwa3QOBQMDcJ?WXaCft_YmmbeN93zmtSY Scale = 1:54.1 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP 6x8 4x6 5x6 2x4 2x4 5x12 2x4 5x8 7x10 7x10 2x4 3x4 2x4 5x8 2x4 2x4 5-6-05-6-0 9-1-133-7-13 13-4-04-2-3 18-8-75-4-7 23-9-95-1-2 29-10-06-0-7 -1-0-0 1-0-0 5-6-0 5-6-0 9-1-13 3-7-13 13-4-0 4-2-3 14-11-0 1-7-0 18-8-7 3-9-7 23-9-9 5-1-2 29-10-0 6-0-7 30-10-0 1-0-0 0-6-15-5-110-6-12-7-111-11-84.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-4], [9:0-3-0,Edge], [11:0-4-0,0-3-9], [14:0-5-0,0-4-8], [15:0-3-8,0-3-12] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.67 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.86 0.38 0.56 (loc) 14-15 14-15 11 14-15 l/defl >918 >405 n/a >630 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-16: 2x4 SP No.3, 11-14: 2x6 SP M 26, 18-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-5 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=205(LC 11) Max Uplift 2=-705(LC 12), 11=-705(LC 12) Max Grav 2=1409(LC 1), 11=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3040/2093, 3-5=-2756/1905, 5-6=-5212/3449, 6-7=-5165/3510, 7-8=-4543/3198, 8-10=-4563/3061, 10-11=-4995/3296 BOT CHORD 2-17=-1869/2782, 14-15=-2008/3497, 13-14=-3024/4677, 11-13=-3012/4658 WEBS 3-17=-280/312, 5-17=-1390/987, 15-17=-1857/2979, 5-15=-1355/2336, 7-15=-1670/2527, 7-14=-912/1200, 8-14=-339/419, 10-14=-470/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 14-11-0, Exterior(2R) 14-11-0 to 20-11-0, Interior(1) 20-11-0 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 705 lb uplift at joint 2 and 705 lb uplift at joint 11. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A9 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T26792368 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:09 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-nS9IMz?K3G0epNanIrOhhk5s1Ou7Lt23Ev7UEyzmtSW Scale = 1:54.1 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 19 20 21 3x6 ST1.5x8 STP ST1.5x8 STP 6x8 4x6 5x6 2x4 2x4 5x12 2x4 5x8 7x10 10x12 2x4 3x4 2x4 5x8 2x4 5-6-05-6-0 9-1-133-7-13 13-4-04-2-3 18-8-75-4-7 23-9-95-1-2 29-10-06-0-7 -1-0-0 1-0-0 5-6-0 5-6-0 9-1-13 3-7-13 13-4-0 4-2-3 14-11-0 1-7-0 18-8-7 3-9-7 23-9-9 5-1-2 29-10-0 6-0-7 30-10-0 1-0-0 0-6-15-5-110-6-12-7-111-7-84.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-4], [9:0-3-0,Edge], [11:0-4-0,0-3-9], [15:0-3-8,0-3-12] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.67 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.86 0.38 0.56 (loc) 14-15 14-15 11 14-15 l/defl >918 >405 n/a >630 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-16: 2x4 SP No.3, 11-14: 2x6 SP M 26, 14-18: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-5 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=205(LC 11) Max Uplift 2=-705(LC 12), 11=-705(LC 12) Max Grav 2=1409(LC 1), 11=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3040/2093, 3-5=-2756/1905, 5-6=-5212/3449, 6-7=-5165/3510, 7-8=-4543/3198, 8-10=-4563/3061, 10-11=-4995/3296 BOT CHORD 2-17=-1869/2782, 14-15=-2008/3497, 13-14=-3024/4677, 11-13=-3012/4658 WEBS 3-17=-280/312, 5-17=-1390/987, 15-17=-1857/2979, 5-15=-1355/2336, 7-15=-1670/2527, 7-14=-912/1200, 8-14=-339/419, 10-14=-470/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 14-11-0, Exterior(2R) 14-11-0 to 20-11-0, Interior(1) 20-11-0 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 705 lb uplift at joint 2 and 705 lb uplift at joint 11. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T26792369 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:02:51 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-J_3Vbpn2IklCfcCJF33TyyLs?8ji7ljP55mXb?zmtSo Scale = 1:55.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 5x6 ST1.5x8 STP ST1.5x8 STP 4x6 5x6 2x4 2x4 7x10 6x8 4x12 2x4 3x4 7x10 5x8 3x4 9-1-139-1-13 13-4-04-2-3 16-1-82-9-8 21-5-05-3-8 22-10-121-5-12 29-10-06-11-4 -1-0-0 1-0-0 5-6-0 5-6-0 9-1-13 3-7-13 13-4-0 4-2-3 13-8-8 0-4-8 16-1-8 2-5-0 20-7-3 4-5-11 21-5-0 0-9-13 25-0-13 3-7-13 29-10-0 4-9-3 30-10-0 1-0-0 0-6-15-0-140-6-11-3-85-0-144.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-4], [9:0-2-6,0-2-11], [11:0-5-0,0-5-4], [13:0-2-12,0-3-12], [15:0-2-12,0-2-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.81 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.58 0.23 0.38 (loc) 11 11-12 9 11 l/defl >999 >603 n/a >925 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-7: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-14: 2x4 SP No.3, 9-11: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. WEBS 1 Row at midpt 8-12 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=190(LC 11) Max Uplift 2=-705(LC 12), 9=-705(LC 12) Max Grav 2=1409(LC 1), 9=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3042/2285, 3-4=-2751/2063, 4-5=-3067/2304, 5-6=-3014/2367, 6-7=-2817/2143, 7-8=-3007/2194, 8-9=-5136/3619 BOT CHORD 2-15=-2066/2785, 12-13=-1755/2748, 11-12=-3208/4644, 9-11=-3306/4801 WEBS 3-15=-288/335, 4-15=-526/479, 13-15=-1714/2507, 4-13=-166/379, 6-13=-658/785, 7-12=-461/694, 6-12=-132/250, 8-11=-479/908, 8-12=-1970/1619 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 13-8-8, Exterior(2E) 13-8-8 to 16-1-8, Exterior(2R) 16-1-8 to 24-7-5, Interior(1) 24-7-5 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=705, 9=705. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T26792370 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:02:53 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-FNBF?VpIqL?wuvLiMU6x1NQ95xMbbeqiYPFegtzmtSm Scale = 1:55.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 5x8 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 8x10 6x8 3x4 5x6 2x4 5x8 3x4 7x10 7-0-07-0-0 11-10-04-10-0 13-4-01-6-0 18-0-04-8-0 23-3-85-3-8 29-10-06-6-8 -1-0-0 1-0-0 7-0-0 7-0-0 11-10-0 4-10-0 13-4-0 1-6-0 18-0-0 4-8-0 23-3-8 5-3-8 29-10-0 6-6-8 30-10-0 1-0-0 0-6-14-5-60-6-10-11-124-5-64.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-1-4], [4:0-5-4,0-2-8], [7:0-2-2,0-2-11], [9:0-5-0,Edge], [11:0-7-8,0-4-12] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.91 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.60 0.24 0.39 (loc) 9-10 9-10 7 9-10 l/defl >999 >582 n/a >900 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 7-9: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 11-14,3-11: 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 3-11-10 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=166(LC 11) Max Uplift 2=-697(LC 12), 7=-699(LC 12) Max Grav 2=1425(LC 1), 7=1421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3113/2318, 3-4=-3476/2606, 4-5=-3052/2311, 5-6=-3243/2361, 6-7=-5195/3681 BOT CHORD 2-14=-2081/2844, 10-11=-2241/3321, 9-10=-3270/4689, 7-9=-3372/4852 WEBS 3-14=-550/549, 4-11=-526/866, 4-10=-470/307, 5-10=-315/628, 6-10=-1749/1472, 6-9=-476/855, 11-14=-2089/2853, 3-11=-152/546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 11-10-0, Exterior(2E) 11-10-0 to 18-0-0, Exterior(2R) 18-0-0 to 26-5-13, Interior(1) 26-5-13 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=697, 7=699. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T26792371 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:02:54 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-jZldDqpwbf7nW3wuwBdAaazKDLiGK8Vrn3_BCKzmtSl Scale = 1:55.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 6x8 2x4 3x4 8x10 6x8 6x8 7x10 5x8 2x4 7x10 4x4 3x4 9-10-09-10-0 13-4-03-6-0 20-0-06-8-0 25-3-85-3-8 29-10-04-6-8 -1-0-0 1-0-0 6-6-12 6-6-12 9-10-0 3-3-4 13-4-0 3-6-0 20-0-0 6-8-0 25-3-8 5-3-8 29-10-0 4-6-8 30-10-0 1-0-0 0-6-13-9-60-6-10-7-123-9-64.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [4:0-5-4,0-2-8], [6:0-5-4,0-2-8], [8:0-1-10,3-0-2], [8:0-1-10,1-10-11], [8:0-2-6,0-2-11], [10:0-5-0,Edge], [12:0-4-8,0-3-8], [14:0-4-0,0-1-12] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.94 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.58 0.21 0.38 (loc) 11-12 2-14 8 11-12 l/defl >999 >601 n/a >920 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 2-13: 2x4 SP No.1, 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-140(LC 10) Max Uplift 2=-705(LC 12), 8=-705(LC 12) Max Grav 2=1409(LC 1), 8=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2959/2346, 3-4=-2611/2058, 4-5=-3377/2731, 5-6=-3451/2800, 6-7=-3307/2547, 7-8=-4892/3778 BOT CHORD 2-14=-2102/2697, 13-14=-320/312, 5-12=-422/503, 11-12=-2173/3125, 10-11=-3352/4386, 8-10=-3457/4545 WEBS 3-14=-381/496, 12-14=-1397/2161, 4-12=-1026/1239, 6-12=-411/535, 6-11=-232/536, 7-11=-1355/1214, 7-10=-441/718 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 9-10-0, Exterior(2R) 9-10-0 to 18-3-13, Interior(1) 18-3-13 to 20-0-0, Exterior(2R) 20-0-0 to 28-5-13, Interior(1) 28-5-13 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=705, 8=705. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A13 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T26792372 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:02:56 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-gytOeWrB7GNUlN4H1cfef?2he9OIo318ENTIGCzmtSj Scale = 1:56.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 6x8 ST1.5x8 STP ST1.5x8 STP 5x6 4x6 6x8 3x6 2x4 7x10 6x8 3x4 2x4 6x8 8x10 3x4 3x4 5x8 3x4 5-5-115-5-11 10-8-05-2-5 13-0-02-4-0 13-4-00-4-0 17-7-44-3-4 22-0-04-4-12 27-3-85-3-8 29-10-02-6-8 -1-0-0 1-0-0 5-5-11 5-5-11 10-8-0 5-2-5 13-6-0 2-10-0 17-7-4 4-1-4 22-0-0 4-4-12 27-3-8 5-3-8 29-10-0 2-6-8 30-10-0 1-0-0 0-6-13-1-64-0-110-6-10-3-123-1-64.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [10:0-5-11,0-3-1], [12:0-5-0,0-5-0], [15:0-3-4,0-4-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.91 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.56 0.16 0.37 (loc) 14-15 14-15 10 14-15 l/defl >999 >628 n/a >952 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-16: 2x4 SP No.3, 12-15: 2x6 SP No.2, 10-12: 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. Except: 10-0-0 oc bracing: 15-16 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-151(LC 10) Max Uplift 2=-705(LC 12), 10=-705(LC 12) Max Grav 2=1409(LC 1), 10=1409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3054/2198, 3-4=-2532/1894, 4-5=-3614/2741, 5-6=-3682/2769, 6-7=-3793/2870, 7-8=-3092/2316, 8-9=-3259/2355, 9-10=-4095/2857 BOT CHORD 2-18=-1966/2783, 17-18=-1966/2783, 16-17=-499/676, 14-15=-2634/3830, 13-14=-2620/3793, 12-13=-2561/3665, 10-12=-2598/3768 WEBS 3-17=-549/453, 15-17=-1063/1696, 4-15=-1428/1988, 7-13=-808/638, 8-13=-387/672, 9-13=-686/660, 9-12=-146/436, 6-15=-1313/1041 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 10-8-0, Exterior(2E) 10-8-0 to 13-6-0, Interior(1) 13-6-0 to 22-0-0, Exterior(2R) 22-0-0 to 28-0-0, Interior(1) 28-0-0 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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=705, 10=705. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A14 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T26792373 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:02:56 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-gytOeWrB7GNUlN4H1cfef?2iU9R1o138ENTIGCzmtSj Scale = 1:53.5 1 2 3 4 5 6 7 8 9 14 13 12 10 15 16 17 18 11 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 5x6 5x6 3x6 3x4 2x4 5x8 3x6 6x8 3x4 7-10-117-10-11 15-6-07-7-5 20-11-85-5-8 24-0-03-0-8 29-10-05-10-0 -1-0-0 1-0-0 5-5-11 5-5-11 10-8-0 5-2-5 15-6-0 4-10-0 19-9-0 4-3-0 24-0-0 4-3-0 29-10-0 5-10-0 30-10-0 1-0-0 0-6-12-5-64-0-110-6-12-5-64.00 12 Plate Offsets (X,Y)-- [8:0-0-8,0-1-8], [10:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.73 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.28 0.04 0.16 (loc) 12-14 12-14 10 12-14 l/defl >999 >882 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 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 3-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. REACTIONS.All bearings 9-2-0 except (jt=length) 2=0-8-0, 11=0-3-8. (lb) - Max Horz 2=150(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-535(LC 12), 10=-902(LC 12), 8=-228(LC 17) Max Grav All reactions 250 lb or less at joint(s) 8, 11 except 2=1014(LC 1), 10=1884(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1964/1464, 3-4=-1661/1235, 4-5=-1817/1427, 5-6=-1618/1241, 6-7=-926/1356, 7-8=-1032/1456 BOT CHORD 2-14=-1289/1787, 12-14=-772/1236, 11-12=-308/422, 10-11=-308/422, 8-10=-1300/1071 WEBS 3-14=-382/457, 4-14=-261/514, 4-12=-425/634, 5-12=-858/728, 6-12=-835/1351, 6-10=-2009/1613, 7-10=-838/728 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 10-8-0, Exterior(2E) 10-8-0 to 15-6-0, Interior(1) 15-6-0 to 24-0-0, Exterior(2R) 24-0-0 to 29-10-0, Interior(1) 29-10-0 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 535 lb uplift at joint 2, 902 lb uplift at joint 10 and 228 lb uplift at joint 8. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A15 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T26792374 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:02:57 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-88RmrsspuaVLNXfTbJAtCDbs6YqQXW4IT1DrpfzmtSi Scale = 1:55.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x12 5x8 5x6 3x6 3x4 2x4 5x8 2x4 2x4 6x8 2x4 3x4 5-5-115-5-11 10-8-05-2-5 17-2-06-6-0 21-0-03-10-0 25-8-04-8-0 29-10-04-2-0 -1-0-0 1-0-0 5-5-11 5-5-11 10-8-0 5-2-5 17-2-0 6-6-0 21-0-0 3-10-0 25-8-0 4-8-0 29-10-0 4-2-0 30-10-0 1-0-0 0-6-11-10-114-0-110-6-11-10-114.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.53 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.18 0.04 0.09 (loc) 12-14 12-14 11 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 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 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0, 8=0-8-0 Max Horz 2=150(LC 11) Max Uplift 2=-494(LC 12), 11=-725(LC 12), 8=-191(LC 12) Max Grav 2=933(LC 1), 11=1632(LC 1), 8=286(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1766/1245, 3-4=-1176/895, 4-5=-1188/874, 5-6=-711/1094, 6-7=-711/1094 BOT CHORD 2-15=-1085/1612, 14-15=-1085/1612, 12-14=-560/869, 11-12=-553/877 WEBS 3-14=-644/532, 4-14=-115/378, 5-14=-102/274, 5-11=-2134/1522, 6-11=-338/381, 7-11=-1119/752 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 10-8-0, Exterior(2R) 10-8-0 to 16-8-0, Interior(1) 16-8-0 to 25-8-0, Exterior(2E) 25-8-0 to 30-10-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 494 lb uplift at joint 2, 725 lb uplift at joint 11 and 191 lb uplift at joint 8. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss A16 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T26792375 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:02:59 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-4XYWGYt3QBl3cqpsjkDLHegHFMSa?UUawLiytXzmtSg Scale = 1:55.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 4x4 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x12 5x8 4x4 3x6 3x4 2x4 3x8 4x6 3x4 5x8 2x4 4x4 4x4 2x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-5-115-5-11 10-8-05-2-5 19-2-08-6-0 21-0-01-10-0 24-3-23-3-2 27-8-03-4-14 29-10-02-2-0 -1-0-0 1-0-0 5-5-11 5-5-11 10-8-0 5-2-5 14-11-0 4-3-0 19-2-0 4-3-0 21-0-0 1-10-0 24-3-2 3-3-2 27-8-0 3-4-14 29-10-0 2-2-0 30-10-0 1-0-0 0-6-11-2-114-0-110-6-11-2-114.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-11], [9:0-5-4,0-2-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.74 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.30 0.05 0.09 (loc) 15-17 15-17 10 17-18 l/defl >999 >841 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 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 3-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 14=0-8-0, 10=0-8-0 Max Horz 2=-150(LC 6) Max Uplift 2=-518(LC 32), 14=-801(LC 8), 10=-353(LC 8) Max Grav 2=971(LC 21), 14=1491(LC 1), 10=363(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1870/842, 3-4=-1280/624, 4-5=-1269/629, 5-6=-671/400, 6-7=-463/1110, 7-8=-463/1110, 8-9=-449/407, 9-10=-447/418 BOT CHORD 2-18=-702/1695, 17-18=-702/1695, 15-17=-622/1339, 14-15=-282/660, 13-14=-409/519, 12-13=-349/456, 10-12=-341/447 WEBS 3-17=-640/336, 4-17=-168/477, 5-17=-301/259, 5-15=-942/570, 6-15=-144/578, 6-14=-1913/788, 7-14=-254/159, 8-14=-1194/756 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 518 lb uplift at joint 2, 801 lb uplift at joint 14 and 353 lb uplift at joint 10. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-9=-70, 9-11=-70, 2-10=-20 Concentrated Loads (lb) Vert: 9=65(F) February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss B1 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T26792376 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:09 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-nS9IMz?K3G0epNanIrOhhk5xLOtRL0y3Ev7UEyzmtSW Scale = 1:38.0 1 2 3 4 5 6 8 7 9 10 4x4 ST1.5x8 STP ST1.5x8 STP 6x8 6x8 5x6 2x4 3x4 2x4 6-5-96-5-9 14-10-78-4-13 21-4-06-5-9 -1-0-0 1-0-0 6-5-9 6-5-9 10-8-0 4-2-7 14-10-7 4-2-7 21-4-0 6-5-9 0-6-14-0-110-6-14.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [6:0-0-0,0-2-6], [7:0-3-0,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.71 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.31 0.05 0.12 (loc) 7-8 7-8 6 6-7 l/defl >999 >794 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 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 3-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=149(LC 11) Max Uplift 6=-415(LC 12), 2=-537(LC 12) Max Grav 6=927(LC 1), 2=1030(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2001/1457, 3-4=-1952/1630, 4-5=-1973/1640, 5-6=-2019/1462 BOT CHORD 2-8=-1289/1798, 7-8=-835/1260, 6-7=-1268/1817 WEBS 4-7=-644/821, 5-7=-363/485, 4-8=-610/797, 3-8=-356/471 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 10-8-0, Exterior(2R) 10-8-0 to 16-8-0, Interior(1) 16-8-0 to 21-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 415 lb uplift at joint 6 and 537 lb uplift at joint 2. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss B2 Truss Type COMMON Qty 7 Ply 1 Job Reference (optional) T26792377 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:10 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-FejgaJ0zqa8VRX9zsYvwDyd7goEp4UOCSZs1mOzmtSV Scale = 1:38.1 1 2 3 4 5 6 7 9 8 10 11 4x4 ST1.5x8 STP ST1.5x8 STP 6x8 5x6 2x4 3x4 2x4 6x8 6-5-96-5-9 14-10-78-4-13 21-4-06-5-9 -1-0-0 1-0-0 6-5-9 6-5-9 10-8-0 4-2-7 14-10-7 4-2-7 21-4-0 6-5-9 22-4-0 1-0-0 0-6-14-0-110-6-14.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [6:0-0-0,0-2-6], [8:0-3-0,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.70 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.31 0.05 0.11 (loc) 8-9 8-9 6 8 l/defl >999 >790 n/a >999 L/d 360 240 n/a 240 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 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-13 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=150(LC 11) Max Uplift 2=-533(LC 12), 6=-533(LC 12) Max Grav 2=1027(LC 1), 6=1027(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1993/1428, 3-4=-1944/1601, 4-5=-1944/1617, 5-6=-1993/1442 BOT CHORD 2-9=-1249/1790, 8-9=-791/1251, 6-8=-1238/1790 WEBS 4-8=-626/799, 5-8=-356/478, 4-9=-614/798, 3-9=-356/471 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 10-8-0, Exterior(2R) 10-8-0 to 16-8-0, Interior(1) 16-8-0 to 22-4-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 533 lb uplift at joint 2 and 533 lb uplift at joint 6. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss B3 Truss Type HIP Qty 1 Ply 1 Job Reference (optional) T26792378 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:11 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-jrH3ne1bbtGM2gk9QGQ9m9AIvCXxp_1MhDcbIrzmtSU Scale = 1:38.8 1 2 3 4 5 6 7 8 11 10 9 12 13 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 6x8 4x6 3x4 2x4 3x4 2x4 6x8 9-0-09-0-0 12-4-03-4-0 21-4-09-0-0 -1-0-0 1-0-0 5-6-13 5-6-13 9-0-0 3-5-3 12-4-0 3-4-0 15-9-3 3-5-3 21-4-0 5-6-13 22-4-0 1-0-0 0-6-13-6-10-6-13-6-14.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-6], [7:0-0-0,0-2-6] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.84 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.38 0.06 0.17 (loc) 2-11 2-11 7 2-11 l/defl >999 >653 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 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 3-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-0 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-8-0 Max Horz 2=129(LC 11) Max Uplift 2=-533(LC 12), 7=-533(LC 12) Max Grav 2=1027(LC 1), 7=1027(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1929/1668, 3-4=-1597/1321, 4-5=-1481/1302, 5-6=-1597/1327, 6-7=-1929/1601 BOT CHORD 2-11=-1486/1753, 9-11=-1021/1481, 7-9=-1371/1753 WEBS 3-11=-405/536, 4-11=-167/313, 5-9=-171/313, 6-9=-406/544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 9-0-0, Exterior(2E) 9-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 21-0-0, Interior(1) 21-0-0 to 22-4-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 533 lb uplift at joint 2 and 533 lb uplift at joint 7. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss B4 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T26792379 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:12 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-C1rR?_1DMBODgqIMzzxOJNjRtbsSYPjVwtL8rHzmtST Scale = 1:38.8 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 2x4 5x8 2x4 2x4 5x6 Special NAILED NAILED NAILED Special Special NAILED NAILED NAILED Special 7-0-07-0-0 10-8-03-8-0 14-4-03-8-0 21-4-07-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 10-8-0 3-8-0 14-4-0 3-8-0 21-4-0 7-0-0 22-4-0 1-0-0 0-6-12-10-10-6-12-10-14.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-3], [3:0-5-4,0-2-8], [5:0-5-4,0-2-8], [6:0-0-0,0-2-3], [9:0-4-0,0-3-4] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.88 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.37 0.12 0.26 (loc) 9 9 6 9 l/defl >999 >665 n/a >959 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=103(LC 24) Max Uplift 2=-965(LC 8), 6=-965(LC 8) Max Grav 2=1889(LC 1), 6=1889(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4320/2023, 3-4=-4478/2194, 4-5=-4478/2194, 5-6=-4320/2023 BOT CHORD 2-10=-1783/3957, 9-10=-1788/3988, 8-9=-1788/3988, 6-8=-1783/3957 WEBS 3-10=-73/639, 3-9=-373/690, 4-9=-565/452, 5-9=-374/690, 5-8=-73/639 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 965 lb uplift at joint 2 and 965 lb uplift at joint 6. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 396 lb down and 382 lb up at 7-0-0, and 396 lb down and 382 lb up at 14-4-0 on top chord, and 357 lb down and 140 lb up at 7-0-0, and 357 lb down and 140 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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, 3-5=-70, 5-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 3=-215(F) 5=-215(F) 10=-352(F) 9=-58(F) 4=-139(F) 8=-352(F) 12=-139(F) 13=-139(F) 15=-58(F) 16=-58(F)February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss CJ1 Truss Type CORNER JACK Qty 8 Ply 1 Job Reference (optional) T26792380 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:13 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-gDOpCK2r7VW4I_tYXgTdraFlP?PKHw3e8X5iNjzmtSS Scale = 1:7.0 1 2 3 4 2x4 ST1.5x8 STP 1-0-01-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-6-10-10-10-5-140-10-14.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-7] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 5 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 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=46(LC 12) Max Uplift 3=-15(LC 1), 2=-158(LC 12) Max Grav 3=24(LC 12), 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 15 lb uplift at joint 3 and 158 lb uplift at joint 2. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss CJ2 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T26792381 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:14 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-8QyBPg3Tuoexv8Sk5O_sOoowAPlc0NJoNAqFvAzmtSR Scale = 1:7.3 1 2 3 4 3x4 ST1.5x8 STP -1-0-0 1-0-0 1-2-0 1-2-0 0-6-10-10-110-9-110-6-80-1-04.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-0-9] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=49(LC 12) Max Uplift 3=-13(LC 9), 2=-152(LC 12) Max Grav 3=15(LC 13), 2=167(LC 1), 4=22(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) Bearing at joint(s) 2 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 13 lb uplift at joint 3 and 152 lb uplift at joint 2. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss CJ3 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T26792382 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:14 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-8QyBPg3Tuoexv8Sk5O_sOoov0PkW0NJoNAqFvAzmtSR Scale = 1:10.3 1 2 3 4 5x6 ST1.5x8 STP 3-0-03-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-6-11-6-11-1-141-6-14.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-15] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-52(LC 12), 2=-181(LC 12) Max Grav 3=77(LC 17), 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 52 lb uplift at joint 3 and 181 lb uplift at joint 2. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss CJ4 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T26792383 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:15 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-ccWZd045f6moXI1xf5V5w?L2Qp5RlqZxcqaoRczmtSQ Scale = 1:10.3 1 2 3 4 4x4 ST1.5x8 STP 3x4 -1-0-0 1-0-0 3-0-0 3-0-0 0-6-11-6-11-1-61-1-140-4-114.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-6-10,0-1-1], [2:0-0-8,0-1-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=86(LC 12) Max Uplift 3=-51(LC 12), 2=-182(LC 12) Max Grav 3=76(LC 17), 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) Bearing at joint(s) 2 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 51 lb uplift at joint 3 and 182 lb uplift at joint 2. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss CJ5 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T26792384 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:16 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-4o4yqM4jQQuf9Sc7Cp0KTDt6VCN5UHp5rUJM_2zmtSP Scale = 1:15.7 1 2 3 4 5x6 ST1.5x8 STP 5-0-05-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-6-12-2-11-9-142-2-14.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-11] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.79 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 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 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=125(LC 12) Max Uplift 3=-122(LC 12), 2=-202(LC 12) Max Grav 3=163(LC 17), 2=318(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 122 lb uplift at joint 3 and 202 lb uplift at joint 2. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss CJ6 Truss Type Corner Jack Qty 2 Ply 1 Job Reference (optional) T26792385 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:16 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-4o4yqM4jQQuf9Sc7Cp0KTDt6bCQUUHp5rUJM_2zmtSP Scale = 1:15.5 1 2 3 4 5x6 ST1.5x8 STP -1-0-0 1-0-0 5-0-0 5-0-0 0-6-12-2-11-5-61-9-140-8-114.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-5-6,0-2-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.78 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=126(LC 12) Max Uplift 3=-121(LC 12), 2=-203(LC 12) Max Grav 3=162(LC 17), 2=318(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) Bearing at joint(s) 2 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 121 lb uplift at joint 3 and 203 lb uplift at joint 2. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss EJ2 Truss Type JACK-OPEN Qty 4 Ply 1 Job Reference (optional) T26792386 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:17 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-Y?eK2i5MBj0WmbBJmWXZ0QQQFcmeDk3E383vWUzmtSO Scale = 1:8.9 1 2 3 4 4x4 ST1.5x8 STP 2-2-02-2-0 -1-0-0 1-0-0 2-2-0 2-2-0 0-6-11-2-110-10-81-2-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-15] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 8 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-27(LC 9), 2=-219(LC 12), 4=-30(LC 8) Max Grav 3=34(LC 17), 2=214(LC 1), 4=35(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 27 lb uplift at joint 3, 219 lb uplift at joint 2 and 30 lb uplift at joint 4. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss EJ7 Truss Type JACK-OPEN Qty 9 Ply 1 Job Reference (optional) T26792387 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:17 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-Y?eK2i5MBj0WmbBJmWXZ0QQLNccVDk3E383vWUzmtSO Scale = 1:18.9 1 2 5 3 4 5x6 ST1.5x8 STP 7-0-07-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-6-12-10-12-5-142-10-14.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-11] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.76 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.19 -0.00 0.16 (loc) 2-4 2-4 3 2-4 l/defl >999 >419 n/a >484 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-4 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=166(LC 12) Max Uplift 3=-163(LC 12), 2=-231(LC 12) Max Grav 3=228(LC 17), 2=404(LC 17), 4=123(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 163 lb uplift at joint 3 and 231 lb uplift at joint 2. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss EJ71 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T26792388 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:18 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-0BCiF26_y18NOlmWKE2oYezRY0_TyBINIooT2xzmtSN Scale = 1:19.4 1 2 5 3 4 5x8 ST1.5x8 STP -1-0-0 1-0-0 7-0-0 7-0-0 0-6-12-10-11-9-62-5-141-0-114.00 12 2.00 12 Plate Offsets (X,Y)-- [2:0-3-10,0-2-3] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.52 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.08 (loc) 2-4 2-4 3 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=167(LC 12) Max Uplift 3=-153(LC 12), 2=-232(LC 12) Max Grav 3=204(LC 17), 2=405(LC 17), 4=141(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 4-11-7, Interior(1) 4-11-7 to 6-11-4 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) Bearing at joint(s) 2 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 153 lb uplift at joint 3 and 232 lb uplift at joint 2. February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss HJ2 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T26792389 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:19 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-UNm4TO7ciLGD0vLiuxa15rVk7QRcheYXXSY0aNzmtSM Scale = 1:8.7 1 2 5 3 6 4 3x4 NAILED NAILED NAILED NAILED 2-11-42-11-4 -1-5-0 1-5-0 2-11-4 2-11-4 0-6-11-2-60-10-71-2-62.83 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 240 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 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=66(LC 8) Max Uplift 3=-58(LC 14), 2=-320(LC 8), 4=-43(LC 4) Max Grav 3=76(LC 24), 2=227(LC 1), 4=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 58 lb uplift at joint 3, 320 lb uplift at joint 2 and 43 lb uplift at joint 4. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 Concentrated Loads (lb) Vert: 5=98(F=49, B=49) February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss HJ7 Truss Type DIAGONAL HIP GIRDER Qty 3 Ply 1 Job Reference (optional) T26792390 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:20 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-zZKSgj8ETeP4e3wuRf5Gd32nWqaRQzngl6HZ7pzmtSL Scale = 1:22.1 1 2 3 7 6 5 8 9 10 4 11 12 13 4x4 3x8 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4-11-84-11-8 9-10-14-10-9 -1-5-0 1-5-0 4-11-8 4-11-8 9-10-1 4-10-9 0-6-12-9-140-3-152-5-152-9-142.83 12 Plate Offsets (X,Y)-- [2:0-0-4,0-1-8], [2:0-2-7,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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.94 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 0.01 0.04 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-14 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-9-14, 6=Mechanical Max Horz 2=164(LC 8) Max Uplift 4=-139(LC 8), 2=-394(LC 8), 6=-123(LC 8) Max Grav 4=174(LC 1), 2=543(LC 28), 6=340(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1079/410 BOT CHORD 2-7=-503/985, 6-7=-503/985 WEBS 3-7=0/260, 3-6=-1024/524 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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 139 lb uplift at joint 4, 394 lb uplift at joint 2 and 123 lb uplift at joint 6. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 8=98(F=49, B=49) 10=-95(F=-48, B=-48) 13=-36(F=-18, B=-18) February 9,2022 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd.Tampa, FL 36610 Job SYNERGY-RAVINIA-3A-X Truss HJ71 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T26792391 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Feb 9 12:03:21 2022 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:V3Ar?ncGm_iJJlgfZlyDcnzZ5O8-Rmtru38sEyXxFDU4?McVAGayWD0E9VGq_m17fGzmtSK Scale = 1:21.7 1 2 3 7 6 5 8 9 4 10 11 2x4 3x4 4x4 4x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7-0-157-0-15 9-10-12-9-2 -1-5-0 1-5-0 4-11-0 4-11-0 7-0-15 2-1-15 9-10-1 2-9-2 0-6-12-9-141-9-22-5-151-0-122.83 12 1.41 12 Plate Offsets (X,Y)-- [2:0-8-6,0-1-2] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.52 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 -0.01 (loc) 2-7 2-7 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 6=Mechanical, 2=0-8-15 Max Horz 2=165(LC 8) Max Uplift 4=-82(LC 24), 6=-243(LC 8), 2=-383(LC 8) Max Grav 4=53(LC 13), 6=465(LC 28), 2=523(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1130/497 BOT CHORD 2-7=-572/1049, 6-7=-573/1048 WEBS 3-7=0/264, 3-6=-1074/585 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) Bearing at joint(s) 2 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 82 lb uplift at joint 4, 243 lb uplift at joint 6 and 383 lb uplift at joint 2. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 7=-36(F=-18, B=-18) 3=-95(F=-48, B=-48) 8=86(F=43, B=43) February 9,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths