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HomeMy WebLinkAboutTRUSS® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek � RE: J33533 - J33533-Harry Blue Bldrs.-Blue Garage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Harry Blue Bldrs. Inc. Project Name: Blue Garage Model: Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: Midway/McCartty City: Port St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 12 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. So..J Seal# ITruss Name 13/27/17 Date 1 IT10729619 -CA 12 IT10729620 I-CJ3 13/27/17 13 IT10729621 I-CJ5 13/27/17 14 IT10729622 I -ER 13/27/17 15 IT10729623 I-HJ7 13/27/17 1 16 I T10729624 I A01 G 13/27/17 1 17 I T10729625 I A02 13/27/17 1 18 IT10729626 IA03 13/27/17 1 19 IT10729627 IA04 13/27/17 1 110 I T10729628 I A05 13/27/17 1 11 I T10729629 I A06 13/27/17 112 I T10729630 I A07 13/27/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. 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. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. %t"till III111"'r ' A q<� N6 39380 Xz 3-- ST MOF' �� ,n • p..: 7 �• s•4OR�O. 5'O N A' I�` Thomas A. Alban[ PE No.39380 MR USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 27,2017 Albani, Thomas 1 of 1 Job Truss Truss Type City Ply J33533-Harry Blue Bldrs: Blue Garage T10729619 J33533 —CJ1 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Mar 23 2017 MiTek Industnes, Inc. Mon Mar zt ub:5a:o/ 2u7 / rage i I D:k7MCVLuyvNHVbyztsOFNyizXPnn-gUmobAlmKVts8mrOK1 o8YfQOln3v31 xL_GLhtAzWpBO 2-0-0 1-0-0 Scale = 1:8.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.00 8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 3=-37/Mechanical, 2=338/0-8-0, 4=-68/Mechanical Max Horz 2=106(LC 8) Max Uplift 3=-37(LC 1), 2=360(LC 8), 4=-68(LC 1) Max Grav 3=66(LC 8), 2=338(LC 1). 4=107(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3, 360 Ito uplift at joint 2 and 68 lb uplift at joint 4. A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev, 1010312015 BEFORE USE. e 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 property Incorporate this design into the overall Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek building design. prevent u is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33533-Harty Blue Bldrs: Blue Garage T10729620 J33533 —CJ3 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Mar 23 2017 MITek Industnes, Inc. Mon mar 21 U6:69:57 201 / rage i I D:k7MCVLuyvNHVbyztsOFNyizXPnn-gUmobAlmKVts8mrOK1 o8YfQOln3W31 xL_GLhtAzWpBO -2-M 3-M r 2-0-0 3-0-0 Scale=1:12.4 0 N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber COL 1.25 BC 0.12 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=63/Mechanical, 2=326/0-8-0, 4=19/Mechanical Max Horz 2=155(LC 8) Max Uplift 3=-30(LC 5). 2=251(LC 8) Max Grav 3=72(LC 13), 2=326(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 251 lb uplift at joint 2. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 1010312015 BEFORE USE. 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 property Incorporate this design Into the overall building design. Bracing indicated Is to p event buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prev:nt collapse with possible personal Injury and property damage. For general guidance regarding the M iTe k' fabrication, storage, delivery, erection and bracing of trusses and truss systems; see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City, Ply Blue Bldrs: Blue Garage T10729621 J33533 —CJ5 Jack -Open 8 1 �J33533-Harry Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Mar 23 2017 MiTek Industries, Inc. Mon Mar 27 06:59:58 2017 Page 1 I D:k7MCVLuyvNHVbyztsOFNyizXPnn-8gKAoV105p?jmwPDuIJN5szBLBJUoUBUDw5FPczWpB? 2-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 15.0 Lumber DOL 1.25 BC 0.39 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=138/Mechanical, 2=396/0-8-0, 4=54/Mechanical Max Horz 2=207(LC 8) Max Uplift 3=-87(LC 8), 2=245(LC 8) Max Grav 3=153(LC 13), 2=396(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:16.4 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.02 4-10 >999 240 MT20 244/190 Vert(TL) -0.07 4-10 >819 180 Horz(TL) 0.00 3 n/a n/a Weight: 22 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 Ib uplift at joint 3 and 245 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. 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 MITe k• 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33533-Harty Blue Bldrs: Blue Garage T10729622 J33533 —EJ7 Jack -Open 24 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Mar 23 2017 MiTek Industries, Inc. Mon Mar 27 06:59:58 2017 Page 1 I D:k7MCVLuyvNHVbyztsOFNyizXPnn-8gKAoV105p7mwPDuIJN5sz9EBCKoUBUDw5FPczWpB7 2-0-0 7-0-0 2-0-0 7-M 7-0-0 7-0-0 Plate Offsets (X.Y)— r1:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) BCDL 10.0 Code FBC201-41rP12007 Matrix -AS in (loc) I/defl Ud 0.10 4-10 >804 240 -0.30 4-10 >281 180 0.00 2 n/a n/a I I 1 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=210/Mechanical, 2=477/0-8-0, 4=81/Mechanical Max Horz 2=258(LC 8) Max Uplift 3=-139(LC 8), 2=-255(LC 8) Max Grav 3=231(LC 13), 2=477(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:20.4 PLATES GRIP MT20 244/190 Weight: 28 lb FT = 0% Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf 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 3 and 255 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''%" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. 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 property 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 MiTek' 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 ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33533-Harry Blue Bldrs: Blue Garage T10729623 J33533 —HJ7 Diagonal Hip Girder 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 u.11U s mar z3 zui I MI I eK Inouslnes, Ina. Mon ivim a ur vu:uu cur r rayu r I D:k7MC VLuyvN HVbyztsOF NyizXPnn-53RxD BKedQF R7DZb7AMsAH2XH_zm GH Eng EaLTVzWpAz -2-9-15 5-2-9 9-10-1 2-9-15 5-2-9 4-7-8 3x4 Scale = 1:24.4 0-3-1 5-2-9 4-7-8 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.08 8-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.12 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 47lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=159/Mechanical, 3=547/0-10-15, 6=331/Mechanical, 9=0/Mechanical Max Horz 3=443(LC 17), 9=513(LC 24) Max Uplift 5=-101(LC 8), 3=-477(LC 8), 6=-105(LC 8) Max Grav 5=159(LC 1), 3=855(LC 31), 6=412(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=497/468, 2-3=-505/496, 3-4=-1142/288 BOT CHORD 3-8=397/1051, 7-8=397/1051, 1-10=-443/513, 9-10=443/513 WEBS 4-8=0/263, 4-7=-1118/422 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf 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 101 lb uplift at joint 5, 477 lb uplift at joint 3 and 105 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 136 lb up at 1-4-15, 135 lb down and 136 lb up at 1-4-15, 115 lb down and 58 lb up at 4-2-15, 115 lb down and 58 lb up at 4-2-15, and 170 lb down and 135 lb up at 7-0-14, and 170 lb down and 135 lb up at 7-0-14 on top chord, and 96 lb down and 96 lb up at 1-4-15, 96 lb down and 96 lb up at 1-4-15, 32 lb down and 2 lb up at 4-2-15, 32 lb down and 2 lb up at 4-2-15, and 42 lb down at 7-0-14, and 42 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=70, 6-11=-20, 1-9=20 Concentrated Loads (lb) Vert: 14=1 13(F=56, B=56) 16=-78(F=-39, B=-39) 17=1 08(F=54, B=54) 18=4(F=2, B=2) 19=-52(F=-26, B=-26) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. ' 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 property 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 ivi iTek' 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 ANSIfrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33533-Harry Blue Bldrs: Blue Garage T10729624 J33533 A01G HIP GIRDER 2 n L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 6.11U s mar Z.1 Zu, r ml I ex mGUSmes, I.C. wm. mar Lr u,;.-VG zu I t rage , ID:k7MCVLuyvNHVbyztsOFNyizXPnn-1 SZhetMv91 V9FXL7bOKFi8uXohwkB?48Y3SXNzWpAx 2-0-0 4-0-10 7-0-0 12 6-14 18-0-0 235-2 , 29-0-0 31-11-6 36-0-0 38-0-0 , 2-0-0 4-0-10 2-11.6 51-14 5-5-2 5-5-2 5 6-14 2-11-6 4-0-10 2-0-0 Scale=1:69.9 Sxe = 5.00 12 3x4 = 4 32 33 5 34 35 36 2x4 11 3x6 = 3x4 = 5x8 = 37 6 7 38 39 840 41 42 9 zi 4u 43 44 19 - 45 46 47 " 48 49 "15 "" 51 52 " — 4x6 — 2x4 I I 4x4 = 5x8 = 4x8 — 4x4 = 4x4 = 2x4 I I 4x6 — 4x4 = 5x8 = 4-0-10 7-0-0 12-6-14 4-0-10 2-11-0 5-6-14 18-0-0 55-2 235-2 5-5-2 29-0-0 59 -14 31-11-6 36-0-0 2-11-0 4-0-10 Plate Offsets (X Y)— (4.0-5-12 0-2-81 f9:0-5-12 0-2-81 f15:0-3-2 0-2-81 f19:0-3-2 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft - Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.52 17 >834 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.97 17 >444 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(TL) 0.16 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS - Weight: 437 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-7,7-9: 2x4 SP 285OF 1.8E BOT CHORD BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=333210-8-0, 11=3333/0-8-0 Max Horz 2=154(LC 7) Max Uplift 2=-1287(LC 8), 11=-1287(LC 8) Max Grav 2=3335(LC 29). 11=3335(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=7665/2628, 3-4=-7626/2698, 4-5=-10066/3576, 5-6=11001/3887, 6-8=-11001/3887, 8-9=10068/3578,9-10=-7627/2699,10-11=-7665/2629 BOT CHORD 2-21=-2269/7142, 20-21=-2269/7142, 18-20=2271/7144, 17-18=-3316/10066, 16-17=-3317/10068, 14-16=-2272/7062, 13-14=-2269/7026, 11-13=-2269/7026 WEBS 4-20=-101/831, 4-18=-117513421, 5-18=-1337/707, 5-17=353/1091, 6-17=-727/475, 8-17=350/1088, 8-16=-13381707, 9-16=-1176/3423, 9-14=-101/830, 3-20=-350/320, 10-14=-350/320 Structural wood sheathing directly applied or 4-3-9 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Old (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1287 lb uplift at joint 2 and 1287 lb uplift at joint 11. �nntinuede ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. 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 andfor chord members only. Additional temporary and permanent bracing MiTek• 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 ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33533-Harty Blue Bldrs: Blue Garage T10729624 J33533 AO1G HIP GIRDER 2 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 a. -I I V S lvid" za cV I r IV's 1 CR Ir WUJUleJ, i — IVIIII rani v .yc ID:k7MCVLuyvNHVbyztsOFNyizXPnn-1SZhetMv91V9FXj 7bOKFiBuXohwkB?48Y3SXNzWpAx NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 303 lb down and 338 lb up at 7-0-0, 207 lb down and 171 lb up at 9-0-12, 207 lb down and 171 lb up at 11-0-12, 207 lb down and 171 lb up at 13-0-12, 207 lb down and 171 lb up at 15-0-12, 207 lb down and 171 lb up at 17-0-12, 207 lb down and 171 lb up at 18-11-4, 207 lb down and 171 lb up at 20-11-4, 207 lb down and 171 lb up at 22-11-4, 207 lb down and 171 lb up at 24-11-4, and 207 lb down and 171 lb up at 26-11-4, and 303 lb down and 338 lb up at 29-0-0 on top chord, and 423 lb down and 113 lb up at 7-0-0, 85 lb down at 9-0-12, 85 lb down at 11-0-12, 85 lb down at 13-0-12, 85 lb down at 15-0-12, 85 lb down at 17-0-12, 85 lb down at 18-11-4, 85 lb down at 20-11-4, 85 lb down at 22-114, 85 lb down at 24-11-4, and 85 lb down at 26-11-4, and 423 lb down and 113 lb up at 28-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-9=-70, 9-12=-70, 2-11=-20 Concentrated Loads (lb) Vert: 4=-200(F) 7=-140(F) 9=200(F) 20=364(F) 14=-364(F) 32=-140(F) 33=-140(F) 34=-140(F) 36=-140(F) 37=-140(F) 38=-140(F) 40=-140(F) 41=-140(F) 42=-140(F) 43=61(F) 44=-61(F) 45=-61(F) 46=-61(F) 47=-61(F) 48=-61(F) 49=-61(F) 50=-61(F) 51=-61(F) 52=-61(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek0 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 applicabllity 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 Welk' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33533-Harty Blue Bldrs: Blue Garage T10729625 J3?533 A02 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Mar 23 2017 MiTek Industries, Inc. Mon Mar 27 07:00:03 2017 Page 1 I D:k7MCVLuyvNHVbyztsOFNyizXPnn-Ve73rDMXvLdOshlAhlvZowg2MCyHTWvDNCo?4gzWpAw 2-00 4-9-14 9-0-0 15-0-0 21-0-0 27-0-0 31-2-2 36-0-0 38-0-0 2-0-0 4-9-14 4-2-2 6-0-0 6-0-0 6-0-0 4-2-2 4-9-14 2-0-0 Scale=1:70.1 5.00 12 Sx5 = 3x4 = 3x6 = 3x4 = 5x5 = 29 5 6 7 30 8 " 15 14 13 " 3x6 = 3x8 = 5x6 WB = 3x4 = 5x6 WB = 3x8 = 3x6 = i 9-0-0 18-0-0 27-0-0 i 36-0-0 O-r , 9-0-0 9-M 9-0-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.50 BC 0.74 WB 0.99 Matrix -AS DEFL. in floc) I/deft Ud Vert(LL) 0.39 14 >999 240 Vert(TL) -0.81 14-16 >535 180 Horz(TL) 0.21 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 183 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1764/0-8-0, 10=1764/0-8-0 Max Horz 2=188(LC 7) Max Uplift 2=-720(LC 8), 10=-720(LC 8) FORCES. -(Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3371/1240, 3-4=-3069/1111, 4-5=-2828/1079, 5-7=-3710/1372, 7-8=2828/1079, 8-9=3069/1111, 9-10=-3371/1240 BOT CHORD 2-16=972/3040, 14-16=-1101/3637, 12-14=-1101/3637, 10-12=-972/3040 WEBS 3-16=-320/231,4-16=-194/791,5-16=-1048/397, 7-12=-1048/397,8-12=-194/791, 9-12=-323/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf 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 720 lb uplift at joint 2 and 720 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. 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 property 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33533-Harty Blue Bldrs: Blue Garage T10729626 J33533 A03 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Mar 23 2017 MiTek Industries, Inc. Mon Mar 27 07:00:04 2017 Page 1 I D:k7 MCVLuyvN HVbyztsOFNyizXPnn-zghS3ZN9 gfmtUrtMEOQoL7 DArcFoC7 LN bsYZcGzWpAv -2-M 5-9-14 11-0-0 18-0-0 25-0-0 30-2-2 36-0-0 38-0-0 2-0-0 5-9-14 5-2-2 7-0-0 7-0-0 5-2-2 5-9-14 211 5x8 = 2x4 11 Sxe = _ — MW_ 4 29 5 30 6 2x4 II v4x6 3x6 — 3x4 = 3x8 = 3x4 = 2x4 II 4x6 = 5-9-14 11-0-0 18-0-0 25-0-0 30-2-2 36-0-0 -.. .. �..n 8- n -inn Cn CO �A 3x6 = Scale = 1:69.9 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.65 BC 0.85 WB 0.34 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.33 13 >999 240 Vert(TL) -0.65 11-13 >660 180 Horz(TL) 0.21 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 189 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1764/0-8-0, 8=1764/0-8-0 Max Horz 2=-222(LC 6) Max Uplift 2=-720(LC 8), 8=-720(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3360/1161, 3-4=-2891/1069, 4-5=-3123/1219, 5-6=-3123/1219, 6-7=2891/1069, 7-8=3360/1161 BOT CHORD 2-16=-888/3026, 15-16=-888/3026, 13-15=-676/2618, 11-13=-676/2618, 10-11=-888/3026, 8-10=-888/3026 WEBS 3-15=-528/235, 4-15=-34/412, 4-13=217/731, 5-13=-542/330, 6-13=-217/731, 6-11=-34/412, 7-11 =531/235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf 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 720 lb uplift at joint 2 and 720 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/" gypsum sheetrock be applied directly to the bottom chord. ,&WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev. 1010312015 BEFORE USE. ' 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 property 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 MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33533-Harry Blue Bldrs: Blue Garage T10729627 J33533 A04 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Mar 23 2017 MiTek Industries, Inc. Mon Mar 27 07:00:05 2017 Page 1 I D:k7MCVLuyvNHVbyztsOFNyizXPnn-R1 FgGvOnRyuj6?SZojxl tLmJj?ZsxU W Wq WH68izWpAu -2-0-0 6-4-1 13-0-0 18-0-0 23-0-0 29-7-15 36-0-0 38-0-0 2-0-0 6�-1 6-7-15 5-0-0 5-0-0 6-7-15 6 4-1 2-0-0 5.00 12 5x5 = 3x4 = 5x5 = 5 30 6 31 7 3x6 = 2x4 II 4x6 = 3x8 = 2x4 II 3x6 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.98 BCLL 0.0 Rep Stress Incr YES WB 0.73 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1764/0-8-0, 10=1764/0-8-0 Max Horz 2=-256(LC 6) Max Uplift 2=-720(LC 8). 10=-720(LC 8) 4x6 = DEFL. in (loc) Uclefl L/d Vert(LL) -0.31 14-15 >999 240 Vert(TL) -0.90 14-15 >482 180 Horz(TL) 0.21 10 n/a n/a Scale = 1:71.4 PLATES GRIP MT20 244/190 Weight: 188 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3381/1182, 3-5=-2716/1007, 5-6=-2438/994, 6-7=-2438/994, 7-9=-2716/1007, 9-10=-3381/1182 BOT CHORD 2-17=-904/3118, 15-17=-904/3118, 14-15=-668/2585, 12-14=-904/3047, 10-12=-904/3047 WEBS 3-15=-721/351, 5-15=-124/616, 6-15=-363/132, 6-14=-363/132, 7-14=-124/615, 9-14=-724/351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 16, 13. 5) Plate(s) at joints) 4, 5, 7, 8, 2, 3, 17, 15, 6, 14, 9, 12, 1, 19, 20, 11, 22, 23 and 10 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 16 and 13 checked for a plus or minus 4 degree rotation about its center. 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = %0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 720 lb uplift at joint 2 and 720 lb uplift at joint 10. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/V gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI/-7473 rev. 10/03/2015 BEFORE USE. 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 property 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 MiTek* 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply J33533-Harry Blue Bldrs: Blue Garage T10729628 J33533 A05 Hip 2 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Mar 23 2017 MiTek Industries, Inc. Mon Mar 27 07:00:06 2017 Page 1 ID:k7MCVLuyvNHVbyztsOFNyizXPnn-wDpCUEPPCGOaj81 IMQSGQYI W8PyEg2Sg3A1 gg9zWpAt -2-0-0 7-9-14 15-0-0 21-0-0 28-2-2 36-0-0 38-0-0 2-0-0 7-9-14 7-2-2 6-0-0 7-2-2 7-9-14 211 2x, t d 3x6 = 5.00 12 5x8 = 2x4 II US = 3x4 = 5x5 = 3x8 = US 2x4 II 3x6 = Scale = 1:71.2 i 7-9-14 i 21-0-0 28-2-2 36-0-0 i 7-2-2 7-9-14 7-2-2 6-0-0 7-2-2 7-9-14 Plate Offsets (X Y)— 15:0-5-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.27 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.60 14-16 >718 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.20 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 186 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 5-13, 8-13 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2=1764/0-8-0, 9=1764/0-8-0 Max Horz 2=-290(LC 6) Max Uplift 2=-720(LC 8), 9=-720(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3287/1140, 3-5=-2482/958, 5-6=-2207/949, 6-8=-2482/958, 8-9=3286/1140 BOT CHORD 2-16=-841/3024, 14-16=-841/3024, 13-14=-485/2224, 11-13=-841/2943, 9-11=841/2943 WEBS 3-16=0/288, 3-14=-891/393, 5-14=-88/556, 6-13=88/521, 8-13=-895/393, 8-11=0/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 720 lb uplift at joint 2 and 720 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/z" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. 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 MiTek' 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33533-Harty Blue Bidrs: Blue Garage T10729629 J3.3533 A06 Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Mar 23 2017 MTek Industries, Inc. Mon Mar 27 07:00:07 2017 Page 1 ID:k7MCVLuyvNHVbyztsOFNyizXPnn-OPMahaPt zZBRLIbxwB_VymrkkpHBPMcplgmDDbzWpAs 2-0-0 6-1 3 11 6-10 17-M 19-0-0 , 24-5-6 29-10-13 36-0-0 , 38-0-0 2-0_0 6-1-3 5-5.6 5-5-6 2-0-0 5-5 6 5-5 6 6-1 3 2-0-0 2x, 3x6 = 5.00 12 3x4 = 4x6 = 5x5 = 5x5 = 3x4V= 3x4 = 4x6 = 3x4 = 3x6 = Scale = 1:71.4 8-9-14 8-9-14 17-0-0 8-2-2 19-0-0 2-0-0 27-2-2 8-2-2 36-0-0 8-9-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.29 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.68 13-15 >632 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.20 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 193lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1764/0-8-0, 11=176410-8-0 Max Horz 2=324(LC 7) Max Uplift 2=-720(LC 8), 11=-720(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3357/1210, 3-5=-3063/1128, 5-6=-2232/926, 6-7=-1995/904, 7-8=-2232/926, 8-1 0=-3063/1128, 10-11 =-3357/121 0 BOT CHORD 2-18=-929/3046, 16-18=-683/2549, 15-16=-389/1995, 13-15=-683/2549, 11-13=-929/3023 WEBS 3-18=7382/276, 5-18=-82/493, 5-16=842/394, 6-16=-203/592, 7-15=-203/592, 8-15=-843/394, 8-13=-82/493, 10-13=-383/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf 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 720 lb uplift at joint 2 and 720 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. ' 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 property 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 M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 133533-Harty Blue Bldrs: Blue Garage T10729630 J�3533 A07 Common 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Mar 23 2017 MiTek Industries, Inc. Mon Mar 27 07:00:08 2017 Page 1 I D:k7MCVLuyvNHVbyztsOFNyizXPnn-soNyvwQfktGlzSA8TrVkVzOvDDdNBvnzWU Wml l zWpAr 2-0-0 65-3 12-2-10 18-0-0 23-9-6 29-0-13 36-0-0 1-0-02-0-0 6-5-3 5-9-6 5-9-6 5-9 6 5-9 6 6-5-3 2-01 5x5 = 5.00 12 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 3x6 = 3x6 = Scale = 1:69.0 t4 = 1 n' a� -7-1 13-8-0 22-4-0 28-0-15 36-0-0 71 6-0-15 8-8-0 6-0-15 7-7-1 LOADING (psf) SPACING- 2-0-0 CSI.. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.32 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.26 BC 0.87 Vert(TL) -0.83 14-15 >522 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 HOrz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 193 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1764/0-8-0, 10=1764/0-8-0 Max Horz 2=340(LC 7) Max Uplift 2=-720(LC 8). 10=-720(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3335/1182, 3-5=-3171/1214, 5-6=-2598/1102, 6-7=-2598/1102, 7-9=3171/1214, 9-10=-3335/1182 BOT CHORD 2-17=-898/3154, 15-17=-638/2620, 14-15=-357/1909, 12-14=-638/2496, 10-12=-898/3000 WEBS 6-14=-344/1049, 7-14=-692/403, 7-12=-221/565, 9-12=-379/271, 6-15=-344/1049, 5-15=-692/403, 5-17=-221/563, 3-17=-378/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=16ft; B=42ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip COL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 720 lb uplift at joint 2 and 720 lb uplift at joint 10. 7) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �s a truss system. Before use, the building designer must verify the applicability of design parameters and propedy 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 MiTek' 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 ANSIITPI1 Quality Criteria, DSM9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11B, For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. 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. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORr)8 ONWEBS C1-2 c23 OUn.O AL4 C6-7 BOTTOM CHORDS 8 7 6 5 C1 of O 2 U 0- 0 I — JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses 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. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 10/0312015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Addftional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 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.