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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: J33736-J337.36A - J33736 GHO Lot 97 Meadowood MiTek USA, Inc. 6904 Parke East Blvd. Site Information: TTam a, FL 33610-4115 Customer Info: GHO Homes Project Name: Veit Residence Model: Avalon Mediterranean Lot/Block: 97 Subdivision: Meadow Wood' ; Address: Lot 97 Meadow Wood City: Ft. Pierce ' State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: oh A, (j 'J • ,%yWaA. e-- License #: JT L/ (� Address: / / (, 3 rf _rto AuweN a. j-)- . City: 4- p- LLA, y ,e— State: f , 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: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 73 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. No. Seal# I Truss Name Date I No. Seal# Truss Name Date 1 T11502225 1 —CJ1 6/30/17 118 T11502242 —EJ49A 6/30/17 12 I T11502226 1 —CJ3 1 6/30/17 119 1 T11502243 1 —EJ75 1 6/30/17 13 1 T11502227 1 --CJ5 1 6/30/17 120 1 T11502244 1—EJ75A 1 6/30/17 14 1 T115022281 —EJ1 1 6/30/17 121 1 T11502245 1 —EJ84 1 6/30/17 15 1 T115022291 —EJ1A 1 6/30/17 122 1 T11502246 1 —EJ84A 1 6/30/17 16 1 T11502230 1 —EJ2 1 6/30/17 123 1 T115022471 --HJ2 1 6/30/17 7 I T11502231 1 —EJ2A 1 6/30/17 124 1 T11502248 1 —HJ3 1 6/30/17 18 1 T11502232 1 —EJ2B 1 6/30/17 125 1 T11502249 1 —HJ7 1 6/30/17 19 I T11502233 1—EJ2C 1 6130/17 126 1 T11502250 1—HJ16 1 6/30/17 10 T11502234 1 —EJ3 16/30/17 127 T11502251 �HJ49 1 6/30/17 Ill I T11502235 1--EJ5 1 6/30/17 128 1 T11502252 1 A01 G 1 6/30/17 I12 T11502236 1—EJ5A 1 6/30/17 129 1 T11502253 1 A02 1 6/30/17 1 '\,3 1111502237 1 —EJ5T 6/30/17 130 1 T11502254 1 A03 6/30/17 14,, I T115022381 --EJ7 1 6/30/17 131 I T11502255 I A04 1 6/30/17 1 15 T11502239 1 —EJ16 6/30/17 132 1 T11502256 1 A05 6/30/17 16 I T115022401—EJ 17 1 6/30/17 133 1 T11502257 1 A06 1 6/30/17 117 I T11502241 1—EJ49 1 6/30/17 134 1 T11502258 1 A07 1 6/30/17 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: Magid, Michael 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/rPI 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 parametgrs and properly incorporate these designs into the overall building design per ANSI/TP 1, Chapter 2. ,�`��,t u r r ►r�r��� PeL S. No 536 '. •• S ATE OF441 A , Michael S. Magid PE No.53661 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 30,2017 Magid, Michael 1 of 2 RE: J33736-J33736A - J33736 GHO Lot 97 Meadowood Site Information: Customer Info: GHO Homes Project Name: Veit Residence Model: Avalon Mediterranean Lot/Block: 97 Subdivision: Meadow Wood Address: Lot 97 Meadow Wood City: Ft. Pierce State: FL No. Seal# Truss Name Date 135 1 T11502259 1 A08 1 6/30/17 136 1 T11502260 1 A09 1 6/30/17 1 137 J T11502261 1 Al 1 6/30/17 1 138 1 T11502262 1 Al 1 1 6/30/17 139 I T11502263 I Al2 1 6/30/17 140 I T11502264 I A13 1 6/30/17 141 I T11502265 I A14 1 6/30/17 142 1 T11502266 1 Al 1 6/30/17 143 1 T11502267 1 Al 1 6/30/17 144 1 T11502268 1 Al 1 6/30/17 145 1 T11502269 1 Al 1 6/30/17 146 1 T11502270 1 Al 1 6/30/17 147 1 T11502271 1 A20 1 6/30/17 148 1 T11502272 1 A21 1 6/30/17 149 1 T11502273 1 A22 1 6/30/17 150 1 T11502274 1 A23 1 6/30/17 151 I T11502275 I A24 1 6/30/17 152 I T11502276 I A25 1 6/30/17 153 I T11502277 I A26G 1 6/30/17 154 1 T11502278 1 BO1 G 1 6/30/17 155 1 T11502279 1 B02 1 6/30/17 156 I T11502280 1 B03 1 6/30/17 157 1 T11502281 1 B04 1 6/30/17 158 J T11502282 1 B05G 1 6/30/17 159 1 T11502283 J "C01 G 1 6/30/17 160 1 T11502284 1 D01 1 6/30/17 161 1 T11502285 1 D02 1 6/30/17 162 1 T11502286 1 D03 1 6/30/17 163 1 T11502287 1 D04G 1 6/30/17 164 1 T11502288 1 FG01 1 6/30/17 165 1 T11502289 1 FG02 6/30/17 166 1 T11502290 1 FG03 1 6/30/17 1 167 1 T11502291 1 FG04 1 6/30/17 168 1 T11502292 1 FG05 1 6/30/17 1 169 1 T11502293 1 MV2 1 6/30/17 170 1 T11502294 1 MV2A 1 6/30/17 171 1 T11502295 1 MV2B 1 6/30/17 172 1 T11502296 1 MV2C 1 6/30/17 173 1 T11502297 1 MV4 1 6/30/17 2 of 2 IV Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022690 J32975-J32975A —CJ1 JACK -OPEN 18 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:24:58 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-WHwOpD6_i31 K4T6gw12mBrHmm4Ghg7TpSd?XiezKYgZ -2-0-0 -31 1-M 1-9-0 -00 3-0 1-0-0 Scale = 1:9.5 n � 6.00 12 2 d 1x4 II d m PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.00 10 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.00 10 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=233/Mechanical, 4=0/Mechanical Max Horz 3=632(LC 1), 4=714(LC 9) Max Uplift 3=-164(LC 9) Max Grav 3=233(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=615/668 BOT CHORD 2-4=647/714 ■ NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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) 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 164 lb uplift at joint 3. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117I1-7473 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 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 City Ply J33736 GHO Lot 97 Veit Residence T71022691 J32975 J32975A —CJ3 JACK -OPEN 6 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:24:59 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-_UUm 1 Z6dTN9BidhsT?Z73gxWUeGZajzhH14E5zKYgY -2-0-0 ,0-3-q 3-0-0 1-9-0 0-34 3-0-0 Scale = 1:14.6 3-0-0 M-0 Plate Offsets (X Y)-- 11:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MP Weight: 17lb FT=O% 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' uide. REACTIONS. (lb/size) 3=64/Mechanical, 2=328/0-8-0, 4=17/Mechanical Max Horz 2=166(LC 9) Max Uplift 3=-40(LC 5), 2=277(1_C 9), 4=-43(LC 5) Max Grav 3=71(LC 13), 2=328(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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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 yJ the responsibility of the fabricator to increase plate sizes to account for these factors. 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 40 lb uplift at joint 3, 277 lb uplift at joint 2 and 43 lb uplift at joint 4. WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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 MVO 9 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 `i Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022692 J32975-J32975A -CJ5 JACK -OPEN 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:00 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-Sg28Ev7FEhH2JmG31 i4EGGM6bty?I1z6vxUenXzKYgX -2-0-0 - -3 5-0-0 1-9-0 3- 5-0-0 N a 0 Scale = 1:19.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-10 >812 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. 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=138/Mechanical, 2=397/0-8-0, 4=54/Mechanical Max Horz 2=220(LC 9) Max Uplift 3=-83(LC 9), 2=-211(LC 9) Max Grav 3=166(LC 13), 2=410(LC 13), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- • 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=O.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 211 lb uplift at joint 2. 6) 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. 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 properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M IP�C� 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 Bost 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 J33736 GHO Lot 97 Veit Residence T11022693 J32975-J32975A —EJ1 JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:00 2017 Page 1 ID:ACzXF5ZNyEaLpNQ9dnkZfEyGOD2-Sg28Ev7FEhH2JmG31 i4EGGM6GtzHl l z6vxUenXzKYgX -2-0-0 , -0-3-0 , 1-2-0 1-9-0 0-3-0 1-2-0 Scale = 1: 10.0 `? 6.00 12 u "' 1x4 II 2 us d 4 2x4 = 1x4 II N 1 � PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 1-2-0 1-2-0 Plate Offsets (X.Y)— 11:0-2-4.0-0-81,12:0-1-8.0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.00 10 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MP Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 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=248/Mechanical, 4=0/Mechanical Max Horz 3=611(LC 1), 4=678(LC 9) Max Uplift 3=-170(LC 9) Max Grav 3=248(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=583/656 BOT CHORD 2-4=622/678 • NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60k; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber y� 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) 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 170 lb uplift at joint 3. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117I1-7473 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 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 Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 W Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence � T11022694 J32975-J32975A —EJ1A JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:02 2017 Page 1 I D:ACzX F5ZNyEa_pNQ9dnkZfEyGOD2-P3Aufa9Vml YmZ4Q R977jLhSSlhelnlxTPN FzkrQzKYgV -2-0-0 ,-0-3-0 , 1-2-0 1-9-0 0-3-0 1-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.00 10 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 Scale=1:10.0 ICHORAGE, DESIGNED BY OTHERS, S TO RESIST MAX. UPLIFT )RZ. REACTIONS IELOW. PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=248/Mechanical, 4=0/Mechanical Max Horz 3=611(LC 1), 4=678(LC 9) Max Uplift 3=-170(LC 9) Max Gram 3=248(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-583/656 BOT CHORD 2-4=-622/678 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber W 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) 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 170 lb uplift at joint 3. 14 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 q�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pBet 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 iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 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 J Job Truss Truss Type City Ply J33736 GHO Lot 97 Veit Residence T11022695 J32975-J32975A —EJ2 JACK -OPEN 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:03 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-tFkH sw97XcgdAE?eirexuv_d V5_f VOjZbvjl NszKYgU -2-M r0-3-0, 2-1-4 1-9-0 0-3-0 2-1-4 Scale = 1:12.3 m 6 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 FBC20141TPI2007 CSI. TC 0.55 BC 0.14 WB 0.00 Matrix -MP DEFL. in Vert(LL) 0.00 Vert(TL) 0.00 Horz(TL) 0.00 (loc) I/defl L/d 10 >999 240 10 >999 180 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-1-4 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=26/Mechanical, 2=310/0-8-0, 4=-7/Mechanical Max Horz 2=141(LC 9) Max Uplift 3=-15(LC 5), 2=239(LC 9), 4=-7(LC 1) Max Grav 3=35(LC 13), 2=319(LC 13), 4=40(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. ll; 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) 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 15 lb uplift atjoint 3, 239 lb uplift at joint 2 and 7 lb uplift at joint 4. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 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 r p • • V_ Job Truss Truss Type Qty J33736 GHO Lot 97 Veit Residence IPly T11022696 J32975-J32975A —EJ2A JACK -OPEN 1 1 Job Reference o tional Cast coast truss, rt. VlerCe, rL 14940 N a 0 1 tS.11 U s Apr 13 ZU1 I MI I ex Industries, Inc. I ue May 2 11:25:03 2017 Page 1 -2-M 1-9-0 '0-3-0 ' 2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.00 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 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=26/Mechanical, 2=310/0-1-8, 4=-7/Mechanical Max Horz 2=141(LC 9) Max Uplift 3=-15(LC 5), 2=239(LC 9), 4=-7(LC 1) Max Grav 3=35(LC 13), 2=319(LC 13), 4=40(LC 9) Scale = 1:12.3 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; 13=60ft; L=449ft; eave=46ft; 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) 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 at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 3, 239 lb uplift at joint 2 and 7 lb uplift at joint 4. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-7473 rev. 10/03/2015 BEFORE USE. '-'�• Design valid for use only with MTek® 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 ANSIrfP11 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 J33736 GHO Lot 97 Veit Residence T11022697 J32975-J32975A —EJ2B JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 a� 0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014rrP12007 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:04 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-LRIf4GAIIvoUoOZgGY9AQ6XneVHI EryigZSrv✓IzKYgT -2-0-0 r0-3-02-1-4 1-9-0 0 3-0 2-14 0-6-8 1-6-12 CSI. DEFL. in (loc) I/deft L/d TC 0.59 Vert(LL) 0.01 8 >999 240 BC 0.37 Vert(TL) -0.01 8 >999 180 WB 0.00 Horz(TL) 0.00 3 n/a n/a Matrix -MP Scale=1:12.3 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-33/Mechanical, 2=421/0-1-8, 4=-60/Mechanical Max Horz 2=141(LC 9) Max Uplift 3=-33(LC 1), 2=325(LC 9), 4=-60(LC 1) Max Grav 3=49(LC 9), 2=434(LC 13), 4=80(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. • NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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 y 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) 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 at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 3, 325 lb uplift at joint 2 and 60 lb uplift at joint 4. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. r 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 ANSIITPIt 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 J33736 GHO Lot 97 Veit Residence T11022698 J32975-J32975A —EJ2C JACK -OPEN 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:05 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-pest HcBN3DwLQY8OgGgPzK444uimzlCr3DCPSkzKYgS 2-1-4 2-1-4 Scale =1:9.8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014rrP12007 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 i 0.6.8 2-1-0 01-8 1-6-12 CSI. DEFL. in (loc) I/defl L/d TC 0.03 Vert(LL) -0.00 8 >999 240 BC 0.04 Vert(TL) -0.00 8 >999 180 WB 0.00 Horz(TL) -0.00 2 n/a n/a Matrix -MP REACTIONS. (lb/size) 2=38/Mechanical, 3=21/Mechanical, 1=125/0-1-8 Max Horz 1=55(LC 9) Max Uplift 2=-30(LC 9), 3=1 O(LC 9), 1=22(LC 9) Max Grav 2=46(LC 13), 3=25(LC 3), 1=130(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 8 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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 ar the responsibility of the fabricator to increase plate sizes to account for these factors. 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 at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 2, 10 lb uplift at joint 3 and 22 lb uplift at joint 1. ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 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 L-.:57YLG� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �qp 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 ANSIITP11 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 ti Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022699 J32975-J32975A —EJ3 JACK -OPEN 8 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:05 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-pes1HcBN3DwLQY80gGgPzK4y?uhgzlCr3DCPSkzKYgS -2-0-0 0-3- 3-0-0 1-9-0 -3-0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.01 4-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=64/Mechanical, 2=328/0-3-0, 4=17/Mechanical Max Horz 2=166(LC 9) Max Uplift 3=-40(LC 5), 2=-277(LC 9), 4=-43(LC 5) Max Grav 3=71(LC 13), 2=328(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch 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) 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 40 lb uplift at joint 3, 277 lb uplift at joint 2 and 43 lb uplift at joint 4. A 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 properly incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek' 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, 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 If Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residen e T11022700 J32975-J32975A -EJ5 JACK -OPEN 35 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 N'T O` 6 0 -2-0-0 -3 5-0-0 1-9-0 3- 5-0-0 5-0-0 8.110 s Apr 13 2017 MiTek Inc. Tud May 2 11:25:07 2017 Page 1 Scale = 1:19.5 Plate Offsets X Y - 1:0-2-4 0-0-8 2:0-1-12 0-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATS GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-10 >812 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix -AS Weig t: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accoi dance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=138/Mechanical, 2=397/0-8-0, 4=54/Mechanical Max Horz 2=220(LC 9) Max Uplift 3=-83(LC 9), 2=211(LC 9) Max Grav 3=166(LC 13), 2=410(LC 13). 4=88(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; 6=60ft; L=449ft; eave=46ft; 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) 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 td bearing plate capable of withstanding 83 lb uplift at joint 3 and 211 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. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not R 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 R A' el.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M IC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 arke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tam . FL 36610 Y Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022701 J32975-J32975A —EJ5A HALF HIP SUPPORTED 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:08 2017 Page 1 ID:FOzOEfHnMVNaUwbMujnLBOyhMl5-DDXAweDGM81vH?tbVOE6byi Wm6izAfgllBQ333zKYgP -2-0-0 0.3- 4-0-12 5-0-0 1-9-0 -3-0 4-0-12 0-11-4 4-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.01 1 Ink 120 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.04 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-0-0. (lb) - Max Horz 2=150(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 8, 7 except 2=-243(LC 8) Max Grav All reactions 250 lb or less at joint(s) 6, 8, 7 except 2=330(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 52x4 11 Scale = 1:15.4 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 0% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=2ft; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIIfPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8, 7 except 0=1b) 2=243. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473rev. 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 propedy Incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'y,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 ANSUTP11 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 t Job Truss Truss Type Qty, Ply J33736 GHO Lot 97 Veit Residence T11022702 J32975-J32975A —EJ5T JACK -OPEN 7 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:09 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-hP5Y7_Eu6SQmu9Sn351L7AEciW1 Jv6pR_rAcbWzKYgO -2-0-0 - -3- 2-7-0 5-0-0 1-9-0 -3- 2-7-0 2-5-0 2-7-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCDL 15.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 10.0, Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=167/Mechanical, 2=400/0-8-0, 5=28/Mechanical Max Horz 2=220(LC 9) Max Uplift 4=-81(LC 9), 2=-210(LC 9) Max Grav 4=199(LC 13), 2=413(LC 13), 5=55(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:19.5 DEFL, in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.07 6 >811 240 MT20 244/190 Vert(TL) -0.16 6 >368 180 Horz(TL) 0.08 5 n/a n/a Weight: 25 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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 100 lb uplift at joint(s) 4 except Qt=lb) 2=210. 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 MITEK REFERENCE PAGE 111II-7473 rev. 1010312016 BEFORE USE. ■■■ " Design valid for use only with WWII) 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence • T11022703 J32975-J32975A —EJ7 JACK -OPEN 2 1 Job Reference o ticnal East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:09 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-hP5Y7_Eu6SQmu9Sn351L7AEcLWsuv6CR_rAcbWzKYgO -2-M -3 7-0-0 1-9-0 -3- 7-M Scale: 12"=1' N_ O 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 4-10 >874 240 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.30 4-10 >278 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=210/Mechanical, 2=478/0-8-0, 4=80/Mechanical Max Horz 2=274(LC 9) Max Uplift 3=-133(LC 9), 2=-218(LC 9) Max Grav 3=250(LC 13), 2=495(LC 13). 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 29 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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 100 lb uplift at joint(s) except Qt=lb) 3=133, 2=218. 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 MITEK REFERENCE PAGE Mll-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 ANSIITP11 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 M Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022704 J32975-J32975A —EJ16 JACK -OPEN 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:01 2017 Page 1 IDACzXF5ZNyEa_pNQ9dnkZfEyGOD2-wscWSF8t?_PvxwrFbQcTpUvH?HJFI UDG8bEBJzzKYgW -2-0-0 1-0-3-0 , 1-6-0 1-9-0 10-3-0 1-6-0 n 6 1 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.00 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 FBC2014lrP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 _ OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=-4/Mechanical, 2=312/0-1-8, 4=-30/h Max Horz 2=126(LC 9) Max Uplift 3=-5(LC 5), 2=-267(LC 9), 4=30(LC 1) Max Grav 3=28(LC 9), 2=322(LC 13), 4=59(LC 9) Scale = 1:10.8 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 I ss except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasa=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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 at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3, 267 lb uplift at joint 2 and 30 lb uplift at joint 4. WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev, 10/07/2015 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 applicabili of design parameters and properly incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of Individual truss eb and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible persona injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, wile 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss �ype Qty Ply 736 GHO Lot 97 Veit Residence Ijo T11022705 J32975-J32975A —EJ17 JACK -OPEN 2 Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:01 2017 Page 1 I D:ACzXF5ZNyEaLpNQ9dnkZfEyGOD2-wscWSF8t?_PvxwrFbQcTpUvP_HLe1 UDG8bEBJzzKYgW 1.6-0 1-6-0 Scale = 1:8.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >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: 5lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=67/0-1-8, 2=42/Mechanical, 3=25/ echanical Max Horz 1=40(LC 9) Max Uplift 1=-11(LC 9), 2=27(LC 9), 3=7(1_C 9 Max Grav 1=70(LC 13), 2=49(LC 13), 3=29(LC, ) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.0psf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantileber left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live oad nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.Opsf on th bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1, 27 lb uplift at joint 2 and 7 lb uplift at joint 3. WARNING - Verify design parameters and READ NOTES ON THIS AND iNCLUDED MITEK REFERENCE PAGE Ml1-7473 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 w�b and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personalliniury 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 I V Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022706 J32975-J32975A —EJ49 JACK OPEN 1 1 Job Reference o ticnal tast toast truss, m. Nlerce, t-L 34946 N'T Q O 8.110 s Apr 132017 MiTek Industries, Inc. Tue May 2 11:25:06 2017 Pagel ID:FOzOEfHnMVNaUwbMujnL80yhM15-HgPPVyCOgX2B1 hjCOzBeWXc741zgi1S?Itxy_BzKYgR 1-9-0 0-3-d 4-9-0 3 6.00 12 o °? 1 N lx4 11 2 1x4 I I � I� 6' 4 6�Q N 1 v 2x4 = d Scale = 1:18.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.06 4-10 >970 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014fTPI2007 Matrix -AS Weight: 22 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. 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=129/Mechanical, 2=387/0-8-0, 4=�O/Mechanical Max Horz 2=213(LC 9) Max Uplift 3=-77(LC 9), 2=-211(LC 9) Max Grav 3=155(LC 13), 2=400(LC 13), 4=83(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or I I ss except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilel er 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) 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 thI 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 77 lb uplift at joint 3 and 211 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 TRIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only I�poll 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 Nil' 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 ANSIITPIl 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 1 Job Truss Truss T;EN e Qty Ply J33736 GHO Lot 97 Veit ResidenceT11022707 J32975-J32975A -EJ49A JACK-0 TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:06 2017 Page 1 1 D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-HgPPVyCOgX2B1 hjCOzBeWXc7ylymilS?itxy_BzKYgR I 49 2 6.00 12 1 $I 6 0. 3 24 = SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.04 3-6 >999 240 Lumber COL 1.25 BC 0.44 Vert(TL) -0.08 3-6 >723 180 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a Code FBC2014/TPI2007 Matrix -AS REACTIONS. (lb/size) 1=211/0-8-0, 2=146/Mechanical, 3=65/Mechanical Max Horz 1=127(LC 9) Max Uplift 1=-38(LC 9), 2=-96(LC 9), 3=-8(LC 9) Max Grav 1=220(LC 13), 2=172(LC 13). 3=89(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.4 PLATES GRIP MT20 244/190 Weight: 15 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=160mph (3-second gust) Vasd=124mgh; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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 ac unt for these factors. • 3) This truss has been designed fora 10.0 psf bottom chord live �oad 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 38 lb uplift atjoint 1, 96 lb uplift atjoint 2 and 8 lb uplift at joint 3. Nf 7) This truss design requires that a minimum of 7/16" structural food sheathing be applied directly to the top chord and Yz" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND rNCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 70/03/2015 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 applicabilitti of design parameters and properly Incorporate this design Into the overall MOW �• building design. Bracing indicated is to prevent buckling of Individual truss xeb and/or chord members only. Additional temporary and permanent bracing IyliTek• is always required for stability and to prevent collapse with possible persona' Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH 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 J33736 GHO Lot 97 Veit Residence T11022708 J32975-J32975A —EJ75 JACK -OPEN GIRDER 2 1 Job Reference o tional east L oasi i runs, rt. rierce, rL 3vagh tl-3-0 2-1-4 ' 4x4 = 3 6.00 12 1X4 II 2 4- G 6 1x4 II 7 4x = w 4x6 II o - N N V N 1x4 II 6.11U S Apr 13 ZU1 f MI I eK Industries, Inc. I ue May 2 11:25:10 2017 Page 1 ,NQ9dnkZfEyGOD2-AbfwKKF WtIYd WJ 1_dpGagNno_vFSeXxbCVv97yzKYgN 5-3-12 J 3x4 = 19 20 4 5 Scale = 1:20.2 r� N 21 22 Ix4 II 6 0 rV N 1x4 II 7-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.04 6-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.10 6-7 >911 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 53 lb FT = 0% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 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 WEDGE 4 Lft2SPN Installation guide. e . x 0.3 REACTIONS. (lb/size) 5=214/Mechanical, 2=725/0-8-0, 6=6�/Mechanical Max Horz 2=144(LC 33) Max Uplift 5=-130(LC 5), 2=-443(LC 9), 6=-8(LC 9) Max Grav 5=246(LC 37), 2=780(LC 36), 6=92(LG 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=581/219, 3-4=-527/203 BOT CHORD 2-7=196/500 WEBS 4-7=-208/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mpI1; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) This truss has been designed for a 10.0 psf bottom chord live IL nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the ipottom 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 100 lb uplift at joint(s) 6 except (jt=lb) 5=130, 2=443. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 35 lb up at 2-1-4, and 84 lb down and 24 lb up at 4-2-0, and 73 lb down and 41 lb up at 5-10-0 on top chord, and 215 lb down and 178 lb up at 2-1-4, and 48 lb down and 30 lb up at 4-2-0, and 16 lb down and 16 lb up at 5-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 6-15=-20 ,&WARNING -Verify design parameters and READ NOTES ON THIS AND I#CLUDED MITEK 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek" fabrication, storage, delivery, erection and bracing of tmsses and truss system , see ANSIITPI1 QualityCriteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 9 P 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss TIV pe Qty Ply J33736 GHO Lot 97 Veit Residence T11022708 J32975-J32975A —EJ75 JACK- PEN GIRDER 2 1 Job Reference c tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=-187(B) 22=-6(B) 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:11 2017 Page 2 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-eo D IYfG 8e3g U8TcAAWnp D bKzkJb hN_BkR9rjfOzKYq M WARNING - Verify design parameters and READ NOTES ON THIS AND I CLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only ,on parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability f design parameters and properly incorporate this design into the overall 131• building design. Bracing indicated is to prevent buckling of Individual truss wep and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal i jury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss sysie s; see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, S lie 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022709 J32975-J32975A —EJ75A JACK -OMEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -2-0-0 91 0 1x4 II 2 I l0 lx4 II 1 4-1-4 12 4x4 = 3 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:11 2017 Pagel N Q9dn kZfEyGOD2-eoD I YfG 6e3 g U8TcAAWn pDb KOBJd4NOmkR9fjfOzKYgM 7-5-0 3-3-12 e e x4 II x4 II 3 = x4 I I 4 = o 3x6 I I cil N 0 2 2 1x4 II 1x4 II 1x4 II Scale = 1:25.3 3x4 = 4 5 co y N N N v 6 1 a ll o N N tx4 II Flare Vnse1S k T -- 7:U-2-4 U-U-tf Y:U-1-t Z U-U-2 Z:U-1-4 -9-11 S-/-b LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.04 20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.05 20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 57 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 JOINTS 1 Brace at Jt(s): 7 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 5=183/Mechanical, 2=574/0-8-0. 6=5 /Mechanical Max Horz 2=198(LC 9) Max Uplift 5=-91(LC 5), 2=294(LC 9), 6=-10(LC 9) Max Grav 5=192(LC 18), 2=594(LC 13), 6=62(Lf 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. ll; 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) This truss has been designed for a 10.0 psf bottom chord live I ad 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 100 lb uplift at joint(s) 5, 6 except at=lb) 2=294. 8) This truss design requires that a minimum of 7/16" structural w od sheathing be applied directly to the top chord andY2" gypsum sheetrock be applied directly to the bottom chord., WARNING - Verify design parameters and READ NOTES ON THIS AND I CLUDED MITE. REFERENCE PAGE MI"T". rev. 1a/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only pon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability f 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 syste s, see ANSI/TPI1 QualityCriteria, DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. p Tam Parke East Blvd. Tampa, FL 36610 Job I Truss QtyPly J33736 GHO Lot 97 Veit ResidenceJ32975-J32975A �=N T11022710 —EJ84 GIRDER 2 1 Job Reference (optional) Last Goast I russ, Ft. Pierce, FL 34945 -2-0-0 -0 2-1 1-6-0 1-9-3 0-2-1 1 £-0 v 6.00 12 1x4 II 2 0 d 1x4 II N x4 = �5 4x8 11 8.110 s Apr 13 2017 MiTek ID:ACzXF5ZNyEa_pNQ9dnkZfEyGO D2-aAK3: 4-4-0 7-2-0 2-10-0 2-10-0 1x4 II 3 4 0 x4 if 23 9 24 ,41 1x4 11 1X4 11 s, Inc. Tue May 2 11:25:13 2017 Page 1 ICNmmZlxpHI0PJh7lff mlvTBgkHzKYgK 1-40 1-2-0 Scale = 1:20.6 6 5x5 = ro rb � cb 1x4 11 Plate Offsets X Y -- 1:0-240-0-8 2:0-1-8 0-0-2 2:0-0-4 E e 10:0-2-0 0-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.22 9 >455 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.44 9 >226 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 51 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 2-7: 2x4 SP No.1 6-0-0 oc bracing: 7-10 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 WEDGE Installation uide. Left: 2x4 SP No.3 REACTIONS. (lb/size) 6=161/Mechanical, 2=841/0-8-0. 7=13,9/Mechanical Max Horz 2=157(LC 9) Max Uplift 6=-76(LC 5), 2=542(LC 9), 7=-43(LC ) Max Grav 6=176(LC 36), 2=892(LC 36), 7=142( C 36) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or le s except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this desig . 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mp TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilev,6r 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) This truss has been designed for a 10.0 psf bottom chord live to d nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the ottom 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 pl to capable of withstanding 100 lb uplift at joint(s) 6, 7 except (jt=lb) 2=542. 8) Hanger(s) or other connection device(s) shall be provided suffici nt to support concentrated load(s) 98 lb down and 47 lb up at 1-6-0, and 98 lb down and 44 lb up at 3-6-12, and 74 lb down and 39 lb up at 5-6-12 on top chord, and 317 lb down and 299 lb up at 1-6-0, and 59 lb down and 50 lb up at 3-6-12, and 18 lb down and 14 lb up at 5-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the t ss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Incr ase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 7-17=-20 Concentrated Loads (lb) Vert: 10=-271(F) 23=26(F) 24=-8(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INi LUDED MITEK REFERENCE PAGE Mll-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 o design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web7and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal fabrication, storage, delivery, erection and bracing of trusses and truss system Safety Information available from Truss Plate Institute, 218 N. Lee Street, in11 and property damage. For general guidance regarding the ,see ANSIfTPI1 Quality Criteria, DSB-89 and BCSI Building Component Sude 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss T pe Qty Ply J33736 GHO Lot 97 Veit Residence T11022711 J32975-J32975A —EJ84A JACK -OPEN 2 1 Job Reference o tional test t:oaSt I cuss, t-t. Fierce, FL "34y415 -2-0-0 I 1-9-0 C a lx4 II 2 N v d 1x4��, 1 U.11 U s Apr 13 2017 MIl ek Industnes, Inc. l ue May 2 11:25:14 2017 Pagel I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-2MuRAhl l x_23?wKIstKWgDxXMXcTaM2A77tNGjzKYgJ 3.6-0 8-4-0 3-6-0 4-10-0 4x4 = Scale=1:23.6 3x4 = 3 4 5 6.00 12 �u x4 11 E g 0t3x4 = 3x8 I I lx4 II 7 3x4 = 116 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 ' BC 0.64 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 58 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 JOINTS 1 Brace at Jt(s): 7 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.3 Installation uide. REACTIONS. (lb/size) 5=225/Mechanical, 2=608/0-8-0, 6=5 Mechanical Max Horz 2=182(LC 9) Max Uplift 5=-11 O(LC 5), 2=-308(LC 9) Max Grav 5=239(LC 18), 2=621(LC 13), 6=86(L 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/83 NOTES- 1) Unbalanced roof live loads have been considered for this desig . 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mp ; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; • Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilev r 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) This truss has been designed for a 10.0 psf bottom chord live Ic ad 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 p ate capable ofwithstanding 100lb uplift atjoint(s) except (jt=lb) 5=110, 2=308. 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. lA WARNING - Verify design parameters and READ NOTES ON THIS AND Design valid for use only with MiTek® connectors. This design is based only IfI CLUDED MITER REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. uPon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability Gf design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss wep is and/or chord members only. Additional temporary and permanent bracing MiTek always required for stability and to prevent collapse with possible personal fabrication, storage, delivery, erection and bracing of trusses and truss systems, Safety Information available from Truss Plate Institute, 218 N. Lee Street, injury and property damage. For general guidance regarding the see ANSIITPN Quality Criteria, DSB-89 and BCSI Building Component St de 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 7 4 Job Truss Truss T Qty Ply J33736 GHO Lot Veit Residence T11022712ype J32975-J32975A -HJ2 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Cast coast Truss, Pt. Pierce, FL 34946 5.1 1U s Apr 13 2017 MI I ek Industries, Inc. Tue May 2 11:25:15 2017 Page 1 I D:ACzXF5ZNyEa_PNQ9dnkZfEyGOD2-WZSp01 JfilAwd4vxPMsINRUhDw3iJnjKMndwo9zKYgl 2-9-15 0-3-12 2-10-15 2-6-3 -3.12 2-10-15 Scale = 1:14.6 4 5 2x4 I I 4.24 12 13 1x4 II 3 2 0Li cs �. 2x4 = Q 7 Q Q. rn 1 2x4 = I I 2x4 116 2-10-15 ' 2-10-15� Plate Offsets X Y -- 3:0-1-5 0-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.01 7-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 7-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 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 uide. REACTIONS. (lb/size) 7=215/Mechanical, 3=205/0-8-0, 9= 04/Mechanical Max Horz 3=107(LC 5) Max Uplift 7=-143(LC 5), 3=-821(LC 6), 9=-63 (LC 25) Max Grav 7=238(LC 30), 3=722(LC 25), 9=85 (LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or ass except when shown. WEBS 2-9=-854/639 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124 ph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; 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) This truss has been designed for a 10.0 psf bottom chord liveload nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on It e bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearinc plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=143, 3=821, 9=639. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 233 lb up at 1-3-15, and 179 lb down and 233 lb up at 1-3-15, and 67 lb own and 34 lb up at 2-10-15 on top chord, and 49 lb down and 24 lb up at 2-10-15 on bottom chord. The design/selection of suct connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-5=-30, 6-10=-20 Concentrated Loads (lb) Vert: 13=-273(F=136, B=-136) ®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 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 sys ems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Stree , Suite 312, Alexandria, VA 22314. Tampa, FL 36610 'd Job Truss Truss Qty Ply J33736 GHO Lot 97 Veit Residence Type T11022713 J32975-J32975A —HJ3 DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x4 = 1 25-7 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:16 2017 Page 1 Q9dnkZfEyGOD2--loBbNJHTbInEEU7z4N—we1 m6KMH2EVTbRMULczKYgH 0-4-8 ' 4-2-3 1x4 II 3 2 -- 4.24 12 4 5 2x4 1 j 13 17 I = d 1 6 1 2x4 II Scale=1:16.8 423 4-1-13 Plate Offsets (X.Y)— f3:0-2-0.0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.04 7-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.05 7-12 >864 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 24lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing b . installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 7=231/Mechanical, 3=943/0-3-8, 9=- 96/Mechanical Max Horz 3=138(LC 5) Max Uplift 7=-159(LC 9), 3=-674(LC 6), 9=-524 LC 22) Max Grav 7=231(LC 1), 3=943(LC 1). 9=651(L 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or I ss except when shown. WEBS 2-9=-651/524 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124m h; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantil ver left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.6 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on th a bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=159, 3=674, 9=524. 6) Hanger(s) or other connection device(s) shall be provided sufflicient to support concentrated load(s) 206 lb down and 138 lb up at 1-3-15, and 206 lb down and 138 lb up at 1-3-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate In rease=1.25 Uniform Loads (pig Vert: 1-4=-70, 4-5=-30, 6-10=-20 Concentrated Loads (lb) Vert: 13=412(F=206, B=-206) r& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. r 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 applicabiliV of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of -individual truss eb and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible person I injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss syst�ms, 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 Ty e Qty Ply J33736 GHO Lot 97 Veit Residence T11022714 J32975-J32975A —HJ7 DIAGON L HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:18 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-x88yO3LX?DZVUYeW5UPS?367?81XW4Mm21rbPUzKYgF -2-9-15 -4- 5-1-9 9-10-1 2-5-7 -4- 5-1-9 4-8-8 LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/rP12007 3x6 11 -Q-4-Q 5-1-9 9-10-1 0�-4-d 5-1-9 4-8-8 CSI. DEFL. in (loc) Udefl Ud TC 0.79 Vert(LL) 0.07 9-14 >999 240 BC 0.50 Vert(TL) -0.08 9-14 >999 180 WB 0.39 Horz(TL) 0.04 11 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=1428/0-10-15, 8=544/Mechanical, 11=-362/Mechanical Max Horz 3=273(LC 5) Max Uplift 3=-1000(LC 9), 8=-252(LC 9), 11=-558(LC 22) Max Grav 3=1428(LC 1), 8=593(LC 25), 11=735(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-972/460 BOT CHORD 3-9=-465/851, 8-9=-465/851 WEBS 4-9=-94/253, 4-8=-888/520, 2-11=-735/558 2x4 11 Scale=1:29.5 PLATES GRIP MT20 244/190 Weight: 53 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-4-12 oc bracing. 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=1000,8=252,11=558. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 84 lb up at 4-1-14, 103 lb down and 84 lb up at 4-1-14, and 177 lb down and 146 lb up at 6-11-13, and 177 lb down and 146 lb up at 6-11-13 on top chord, and 206 lb down and 192 lb up at 1-3-15, 206 lb down and 192 lb up at 1-3-15, 13 lb down and 53 lb up at 4-1-14, 13 lb down and 53 lb up at 4-1-14, and 51 lb down at 6-11-13, and 51 lb down at 6-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-30, 7-12=-20 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 properly Incorporate this design into the overall piTe k• 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 iUi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 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 J33736 GHO Lot 97 Veit Residence T11022714 J32975-J32975A —HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:18 2017 Page 2 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-x88y03LX?DZVUYeW5UPS?367?81 XW4Mm2irbPUzKYgF LOAD CASE(S) Standard Concentrated Loads (Ib) • Vert: 16=-79(F=-39, B=-39) 17=-412(F=-206, B=-206) 18=6(F=3, B=3) 19=-51(F=-25, B=-25) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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, notI�- 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 A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek' 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 J33736 GHO Lot 97 Veit Residence T11022715 J32975-J32975A —HJ16 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:14 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-2MuRAhllx 23?wKIsfKWgDxWuXk6aLRA77tNGjzKYgJ -1-5-0 -0-4-8 , 2-0-11 1-0-8 0-4-8 2-0-11 Scale = 1:13.2 2-0-11 2-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.00 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.00 12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 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) 7=299/Mechanical, 3=-102/0-8-0, 9=484/Mechanical Max Horz 3=87(LC 5) Max Uplift 7=-271(LC 6). 3=-499(LC 13), 9=430(LC 25) Max Grant 7=323(LC 25), 3=417(LC 25), 9=686(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=686/430 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpj=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 3) • 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ' 7=271, 3=499, 9=430. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 216 lb up at 1-3-15, and 165 lb down and 216 lb up at 1-3-15, and 81 lb down and 35 lb up at 2-0-11 on top chord, and 61 lb down and 44 lb up at 2-0-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-30, 6-10=20 Concentrated Loads (lb) Vert: 7=20(F) 13=-328(F=-164, B=-164) AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev, 1010312015 BEFORE USE. , ■■■ Design valid for use only with MrTek® 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 ANSIITPI1 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 J33736 GHO Lot 97 Veit Residence T11022716 J32975-J32975A -HJ49 DIAGONAL HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:17 2017 Page 1 ID:AC2XF5ZNyEa_pNQ9dnkZfEyGOD2-SxaZojKvEvQesO3KXnuDSsZ EkhZnhgcp561t2zKYgG 2-9-15 -4-8 3-6-8 6-7-14 2-5-7 �4-8 3-6-8 3-1-6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/rP12007 3x6 II -¢3 $ 3-6-8 6-7-14 d-3-ij 3-6-8 3-1-6 CSI. DEFL. in (loc) Vdefl L/d TC 0.66 Vert(LL) 0.03 9-14 >999 240 BC 0.49 Vert(TL) -0.04 9-14 >999 180 WB 0.15 Horz(TL) 0.04 11 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 3=876/0-10-15, 11=-19/Mechanical, 8=337/Mechanical Max Horz 3=197(LC 5) Max Uplift 3=705(LC 6), 11=-507(LC 22), 8=-217(LC 9) Max Grav 3=876(LC 1), 11=678(LC 13), 8=351(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=573/392 ' BOT CHORD 3-9=-368/527, 8-9=-368/527 WEBS 2-11=-678/507, 4-8=570/439 Scale = 1:22.4 2x4 II 5 PLATES GRIP MT20 2441190 Weight: 38 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-1-10 oc bracing. 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=705, 11=507, 8=217. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 84 lb up at 4-1-14, and 103 lb down and 84 lb up at 4-1-14 on top chord, and 206 lb down and 192 lb up at 1-3-15, 206 lb down and 192 lb up at 1-3-15, and 13 lb down and 53 lb up at 4-1-14, and 13 lb down and 53 lb up at 4-1-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-30, 7-12=20 Concentrated Loads (lb) Vert: 16=-412(F=-206, B=-206) 17=6(F=3, B=3) WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 p AiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1rrPII 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 M Job Truss Truss Type Qty Ply GHO Lot 97 Veit ResidenceT110J32975-J32975A TJ33736 A01G HALF HIP TRUSS 1 Reference - tional Mdsr i Udsr i r uss, rt. rierr , r L Ogy4o - t1.1lu s Apr 1:i Zu1 f MI I eK Inaustnes, Inc. I ue May Z 11:Z5:Z1 Z017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-Ljp4e4NQl8x3L?N5mdz9dikcMLxgjldCki4FOpzKYgC i-2-0.120r11-4 6-11-12 12-6-15 i 16-9-4 25-7-5 32-5-7 39-7-4 2-0-12 0'•11-4 6-0-6 5-7-3 6-2.5 6-10-1 6-10-1 7-1-13 Scale = 1:73.0 7x14 M18SHS 6.00 12 4x4 = 2x4 II 3x6 = 6x10 = 4x8 = 3x6 = 3x4 = 4x10 = 2 3 26 27 4 28 29 30 31 5 32 33 6 34 7 35 36 37 38 839 940 41 42 43 1044 45 46 11 47 24 48 23 3x6 II 2x4 II 3x6 = 3x4 = 2x4 II 7x6 7x10 = 16 15 56 57 58 5x5 = 8x16 = 6x8 = 14 59 60 61 62 1312 63 64 65 3x6 II 66 7x8 = 08 = 0-11-42-6-4 r 6-11-12 12E-15 16-sd 18-9-0 25-75 32-5.7 39-7-4 d-11 4 1-7-0 4-5 4-1-5 2-1-0 6-10-1 6-10-1 7-1-13 Plate Offsets (X,Y)— 13:0-10-4.0-2-01 17:0-4-4.0-2-41.f8:0-3-8 0-2-01.f13:0-3-8.0-2-01 f15:0-2-2 0-3-01 116:0-0-8 0-2-41 f17:0-10-2 0-3-61 120.0-2-8 Edgel LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.25 19-20 >900 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.53 19-20 >423 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.09 12 file n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MS Weight: 229 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins, 9-11: 2x4 SP No.1, 6-9: 2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x4 SP No.2 "Except BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. 14-16: 2x4 SP 285OF 1.8E, 12-14: 2x4 SP No.1 WEBS 2 Rows at 1/3 pts 8-17 WEBS 2x4 SP No.3 "Except` MiTek recommends that Stabilizers and required cross bracing 11-12,2-24,15-16: 2x6 SP No.2, 7-15: 2x8 SP No.2 be installed during truss erection, in accordance with Stabilizer 4-19,7-19: 2x4 SP No.2 Installation guide. REACTIONS. (lb/size) 12=1326/Mechanical, 24=1288/0-7-4, 15=316210-3-8 Max Horz 24=215(LC 9) Max Uplift 12=-467(LC 5), 24=-541(LC 9), 15=-1130(LC 9) Max Grav 12=1385(LC 27), 24=1324(LC 25), 15=3282(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=761/372, 3-4=-2927/1091, 4-5=2010/734, 5-7=-2010/734, 7-8=-642/1793, 8-10=-1798/623, 10-11=-2419/821, 11-12=-1233/502, 24-25=-1259/566, 2-25=-1377/610 BOT CHORD 21-22=-296/624, 20-21=-296/624, 19-20=1091/2927, 18-19=-2096/752, 17-18=-2096/752, 14-15=-445/162,13-14=-821/2419 WEBS 15-17=-2872/1149, 7-17=-1807/789, 3-22=-777/319, 2-22=-364/1130, 5-19=-690/335, 11 -1 3=-828/2438, 10-13=-547/367, 8-14=0/306, 10-14=-666/230, 4-20=-522/281, 3-20=-864/2416, 4-19=-947/369, 14-17=-756/2266, 8-17=3674/1257, 7-19=-1532/4233 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.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 100 lb uplift at joint(s) except (jt=lb) 12=467, 24=541, 15=1130. nntnna WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 properly incorporate this design into the overall LL--'^"••��aaYYLLq» building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is MiTek• 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty, Ply J33736 GHO Lot 97 Veit Residence T11022717 J32975-J32975A A01G HALFHIPTRUSS 1 1 Job Reference (optional) Last Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:21 2017 Page 2 I D:ACzXF5ZNyEa_1NQ9dnkZfEyGOD2-Ljp4e4NQI8x3L?N5mdz9dikcMlxgjldCki4FOpzKYgC NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 124 lb up at 0-11-4, 192 lb down and 112 lb up at 3-0-12, 192 lb down and 112 lb up at 5-0-12, 192 lb down and 112 lb up at 7-0-12, 192 lb down and 112 lb up at 9-0-12, 192 lb down and 112 lb up at 11-0-12, 192 lb down and 112 lb up at 13-0-12, 192 lb down and 112 lb up at 15-0-12, 162 lb down and 115 lb up at 17-0-12, 162 lb down and 115 lb up at 19-2-12, 162 lb down and 115 lb up at 21-0-12, 162 lb down and 115 lb up at 23-0-12, 162 lb down and 115 lb up at 25-0-12, 162 lb down and 115 lb up at 27-0-12, 162 lb down and 115 lb up at 29-0-12, 162 lb down and 115 lb up at 31-0-12, 162 lb down and 115 lb up at 33-0-12, 162 lb down and 115 lb up at 35-0-12, and 162 lb down and 115 lb up at 37-0-12, and 149 lb down and 104 lb up at 39-0-12 on top chord, and 54 lb down at 1-0-12, 22 lb down at 3-0-12, 22 lb down at 5-0-12, 22 lb down at 7-0-12, 22 lb down at 9-0-12, 22 lb down at 11-0-12, 22 lb down at 13-0-12, 22 lb down at 15-0-12, 54 lb down at 16-10-0. 54 lb down at 19-2-12, 54 lb down at 21-0-12, 54 lb down at 23-0-12, 54 lb down at 25-0-12, 54 lb down at 27-0-12, 54 lb down at 29-0-12, 54 lb down at 31-0-12, 54 lb down at 33-0-12, 54 lb down at 35-0-12, and 54 lb down at 37-0-12, and 61 lb down at 39-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=70, 3-11=70, 23-24=-20, 18-21=-20, 12-16=20 Concentrated Loads (lb) Vert: 3=-68(B) 6=-97(B) 18=-34(B) 26=-97(B) 27=-97(B) 28=-97(B) 30=-97(B) 31=-97(B) 32=-97(B) 34=-68(B) 35=-68(B) 36=-68(B) 37=-68(B) 39=-68(B) 40=-68(B) 41=68(B) 43=-68(B) 44=-68(B) 45=-68(B) 46=-68(B) 47=-92(B) 48=-35(B) 49=8(13) 50=-8(B) 51=-8(B) 52=-8(B) 53=-8(B) 54=8(B) 55=-B(B) 56=-34(B) 57=-34(B) 58=34(B) 59=-34(B) 60=-34(B) 61=-34(B) 62=-34(B) 63=-34(B) 64=-34(B) 65=34(131) 66=-40(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 10/03/2016 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 N[• building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing A is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPN 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 s Truss Type Qly Ply J33736 GHO Lot 97 Veit Residence JA'02 T11022718 J32975-J32975A HIP TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:22 2017 Page 1 ID:ACzXFSZNyEa_pNQ9dnkZfEyGOD2-pvNSsQO23R3wy9yHKKUO9vHuuIN2SpUMzMpoYFzKYgB r -2-0-0 i 3-0-0 8-6-11 13.7-13 16-9-0 i 24-3-0 i 29-3-8 34-4-0 i 39-8-0 2.0-0 3-0.0 5-6-11 5-1.3 3.1-3 7-6-0 8 5.0.8 5-0-0 4x6 = 6.00 12 Bx8 = 4x10 = 6x8 = 4x6 II 4x10 = 6x8 = 3x6 II 3 29 4 5 6 7 308 9 1031 �Id Scale = 1:71.6 4z6 = 6x6 = 11 12 0 d N 3x6 = 4x8 = 7x8 = 8x8 = 17 8x12 = 16 15 14 13 f—� 4x4 II 7x8 = 7x8 = 4X = 3x8 I I 2x4 11 2x4 11 1-8-8 MOr8-8 3-0-0 8511 13-7-13 16-9-0 1&9-0 24-3-0 29-3-8 34-0-0 39-8-0 11-3 8 1 5 611 51-3 3-1-3 2.0.0 Sd0 5 0.8 5 0.8 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.42 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.90 18-19 >525 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.12 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 333 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x8 SP DSS 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP DSS 'Except* 9-2-0 oc bracing: 2-24 2-23: 2x4 SP 2850F 1.8E, 3-21: 2x6 SP No.2 WEBS 1 Row at midpt 4-23 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 12-14: 2x4 SP 285OF 1.8E, 20-23,16-18: 2x6 SP DSS be installed during truss erection, in accordance with Stabilizer 8-18: 2x6 SP No.2 Installation guide. REACTIONS. (lb/size) 2=196210-8-0, 13=1763/Mechanical Max Horz 2=222(LC 7) Max Uplift 2=-732(LC 9), 13=-595(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3000/948, 3-4=2877/963, 4-5=-6631/2282, 5-7=-7293/2508, 7-8=-6926/2391, 8-10=-4011/1426, 10-11=-4011/1426, 11-12=2482/912, 12-13=-1703/609 BOT CHORD 2-24=-715/2645, 23-24=-715/2645, 3-23=-298/1088, 20-21=-261/857, 19-20=-1587/4988, 18-19=-2135/6631,7-18=-293/165,16-17=-351/1079,15-16=-1609/4982, 14-15=-764/2482 WEBS 4-20=-659/276, 5-18=-246/729, 8-16=-695/291, 11-14=-1423/545, 12-14=-974/2886, 20-23=-1320/4130, 22-24=-91/309, 16-18=-1281/3972, 8-18=-692/2124, 4-23=2133/772, 4-19=-605/1822, 5-19=-611/271, 8-15=-1163/397, 11-15=620/1846, 10-15=-294/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 18, 19. 5) Plate(s) at joint(s) 18 and 19 checked for a plus or minus 2 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=732, 13=595. 10) 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 111I/-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 M IC 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 f I Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022719 J32975-J32975A A03 HIP TRUSS 1 1 Job Reference o tional test coast I cuss, Ft. Fierce, FL M40 8.110 s Apr 13 Z017 MI I eK Industries, Inc. Tue May 2 11:25:24 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9d n kZfEyGOD2-I I VD H6Q I a3JeCT5g RI WsEKMGAZ37wiFeQglvd 8zKYg9 -2-0-0 2-8-0 5-0-0 9-9-5 1 -10. 14-3-2 16-9-0 22-11-8 23 -4 29-3- 2 35-4-8 3 0 39-8-0 2-0-0 2-8-0 -0-11 3-1-2 2-5-14 6-2-B 0.1-12 6-2-8 6-0.12 0. 8 4-0.0 = 6.00 15x5 2 3x4 = 3x8 = 3x6 = 2x4 II 3x10 = 3x6 = 2x4 II 5x8 = 3 29 4 5 30 6 7 8 31 a 10 11 Scale = 1:71.6 l7 O th d' O 1-25 t 3x6! 4-3-8 2x4 II 7x8 = 2x4 II 17 16 15 14 13 I� 8x12 =2x4 II 6x8 = 5x8 = 4x4 = 3x6 II 2x4 II 2x4 II 1-8-8 48-Q 2-&0, 5-0.0 9-9-5 10.10-0 14-3-2 16-9-0 18-9-0 23-1-0 2&3-12 358 0 39-8-0 d-e-6 d-11-A 2-4-0 4-9-5 1-111 3-5-2 2-5-14 2-0-0 4 4 4 6 2-8 6_4-0 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/TP12007 CSI. TC 0.30 BC 0.56 WB 0.81 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.37 18-19 >999 240 Vert(TL) -0.81 18-19 >688 180 Horz(TL) 0.17 13 n/a n/a PLATES GRIP MT20 2441190 Weight: 246 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 2850F 1.8E *Except* BOT CHORD Rigid ceiling directly applied. Except: 7-17: 2x4 SP No.3 8-10-0 oc bracing: 2-24 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-15 20-23,16-18: 2x4 SP 285OF 1.8E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1958/0-8-0, 13=1767/Mechanical Max Horz 2=256(LC 7) Max Uplift 2=-731(LC 9), 13=-596(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3353/1105, 3-4=-2948/1031, 4-5=-3631/1314, 5-7=-4872/1733, 7-8=-4828/1719, 8-10=-2929/1105, 10-11=-2929/1105, 11-12=1633/617, 12-13=-1730/607 BOT CHORD 2-24=-800/2912, 23-24=-799/2912, 19-20=-1389/4511, 18-19=-1389/4511, 7-18=-269/140, 15-1 6=-1 162/3754, 14-15=-361/1385 WEBS 3-23=-347/1226, 11-14=-803/299, 12-14=496/1650, 20-23=-1093/3633, 4-23=8471322, 11-15=-655/1958, 8-16=-740/299, 16-18=1110/3619, 8-18=-439/1406, 10-15=-476/252, 8-1 5=-1 016/339, 5-20=-1136/379, 5-18=-153/471 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 20. 5) Plate(s) at joint(s) 20 checked for a plus or minus 2 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=731, 13=596. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indivitlual 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 ANSIfTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 4 • Job 1. Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022720 J32975-J32975A A04 HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:25 2017 Page 1 I D:ACzXF5ZNyEa_pN Q9dnkZfEyGOD2-DU3bUSQwLM RVpcg s?T7 5nYvMXyMUf9lof K2S9azKYg8 -2-0-0 2-8-0 6-11-0 L -10.0 16-8-0 22-4-9 27-11-7 33.5-8 33 0 39-8-0 2-0-0 2-8-0 4-3-0 4.11-0 4-10-0 5-8-9 5-6-13 5-0.1 0. 8 5-11-0 3x8 = 5x5 = 3x8 = 3x6 II 3x6 = 2x4 II 5x8 = 6.00 12 3 26 4 27 5 6 7 28 8 29 9 d> A n 2 01� 4x6 �d 1t 1 20 6x10 = d 16 19 18 17 Scale = 1:71.6 d, c/ o to N N 3x6 —2x4 11 2x4 11 8x10 = 8x10 = 15 14 13 12 11 2x4 11 6-2-8 3x6 II 5x6 = 8x10 = 4x4 = 3x6 II 1-0-8 4&9 2-8-0, 6-11-0 11-10-0 16&0 1&9-0 22-0-9 22-Fr5 27-11-7 33-9-0 39-&0 d-&A d-11-� 4-3 0 4-11-0 4-10-0 2-1-0 3-7-9 0-1- 2 5-5 1 5 11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.31 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.70 16-17 >680 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 11 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -AS Weight: 254 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 285OF 1.8E *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x4 SP No.2, 5-15: 2x4 SP No.3 6-10-0 oc bracing: 2-21 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 17-20,14-16: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2=1 958/0-8-0. 11 =1 766/Mechanical Max Horz 2=298(LC 7) Max Uplift 2=-732(LC 9), 11=-595(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3272/1081, 3-4=-2837/1025, 4-5=-3856/1415, 5-7=-3821/1403, 7-8=2693/1051, 8-9=-2693/1051, 9-10=-1915/713, 10-11 =-1 707/610 BOT CHORD 2-21=-748/2821, 20-21=-748/2821, 16-17=-983/3392, 5-16=-321/169, 13-14=-919/3115, 12-13=-416/1618 WEBS 3-20=-274/1070, 4-16=-196/603, 9-12=-569/236, 10-12=-487/1713, 17-20=-969/3350, 4-20=-746/272, 9-13=-488/1490, 7-14=-768/275, 14-16=-874/3046, 7-16=343/1154, 8-13=-436/230, 7-13=-629/205, 4-17=-449/201 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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 100 lb uplift at joint(s) except Gt=lb) 2=732, 11=595. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord andY2" 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. 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 p� qq building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y� iTe 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 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 n Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022721 J32975-J32975A A05 HIP TRUSS 1 1 Job Reference (optional) Last toast I russ, H. Pierce, FL 34945 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:27 2017 Page 1 6-0-0 5x8 = 7x10 MI8SHS 4x4 = 3x6 II 4x8 = 4x4 = ZZ 1777 4 5 6 7 26 8 27 9 zx4 I I 3 4x8 M181 V 20 6x10 = 1Q 1R 17 �R 'd 15 HS 3X L 2x4 11 3x4 = 6x6 = 3x4 = 14 8x10 13 28 12 11 2x4 II = 3x6 II 7x8 = 4x4 = 5x6 II 1 4-3-8 I� 1-8-8 Or8-6 2-8-0, 5-0- 9-0.0 14-0-4 16-8-0 18-9-0 25-8-0 31-860 39-8 0 d-ad A91 2-4-0 4-0-0 5-0-0 2-7-12 2-1-0 6-11-0 6 0.0 8-0.0 1 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.21 15-16 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.48 15-16 >997 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.16 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-7,7-9: 2x6 SP DSS BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 6-14,3-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 REACTIONS. (lb/size) 2=1957/0-8-0, 11=1767/Mechanical Max Horz 2=343(LC 7) Max Uplift 2=-731(LC 9), 11=-596(LC 9) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3272/1080, 3-4=-3168/1179, 4-5=-2913/1127, 5-6=-3188/1224, 6-8=-3172/1221, 8-9=-2489/1010, 9-10=-2091/778, 10-11=-1685/617 BOT CHORD 2-21=-780/2852, 20-21=-780/2851, 17-18=-124/361, 16-17=-558/2196, 15-16=-799/2911. 6-15=-425/223, 12-13=-442/1754, 3-20=-270/181 WEBS 4-17=-403/142, 4-16=-358/1122, 13-15=-651/2301, 8-15=274/894, 8-13=1064/396, 9-13=-355/1163, 9-12=-393/192, 10-12=-468/1726, 17-20=-450/1899, 4-20=-320/1008, 5-16=-710/293, 5-15=-149/466 Scale=1:73.8 PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 283 lb FT = 0% Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 2-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=731, 11=596. 9) 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. AWARNING -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 C..��Y©q 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 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 Qry Ply 97 Veit ResidenceT11022722 JJ3�1_ot J32975-J32975A A06 HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:28 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-e3lk6TTpeHp4g4PRgbboPAXsfAKGsYEELIG6mvzKYg5 i -2-0-0 i 2-1 6-10-0 11-0.0 16-8-14 i7.3.13 23-4-2 29-8-0 i 34-6-4 i 39-8-0 2-0-o z-ao a-z-o 4-z-o a-e 1a 1-6-1s 6-o-s s 31a 6.00 12 5x8 = 3x4 = 3x6 = 2x4 11 26 5x8 = 9 Scale=1:72.9 m T 00 N N 22 19 18 17 16 15 14 13 12 2x4 II 3x4 = 6x6 = 3x4 = 5x8 = 5x5 = 44 = 3x6 II 4-3-8� 1-0-8 48-6 2-8-0, 5-0-0 11-0.0 11e3-8 17-3-13 20-24 23-0-2 294-8 29 -0 34.6-4 39-8-o tl-&8 tl-11-8' 2-4-0-g-�8 6-0.5 2-10-7 3-1-14 6-0-6 8 4-1. 5-1-12 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 0.93 WB 0.68 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/deft Lid 0.19 15-16 >999 240 -0.43 16-17 >999 180 0.14 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 275 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 3-18: 2x4 SP No.3 2-2-0 oc bracing: 2-21 WEBS 2x4 SP No.3 WEBS 1 Row at micipt 6-15 JOINTS 1 Brace at Jt(s): 20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2=1957/0-8-0, 12=1767/Mechanical Max Horz 2=388(LC 7) Max Uplift 2=-731(LC 9), 12=-597(LC 9) Max Grav 2=2058(LC 13), 12=1851(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3460/1092, 3-5=-3506/1260, 5-6=-2363/976, 6-8=-2358/965, 8-9=-2358/965, 9-10=-2159/836, 10-11=-1899/678, 11-12=-1795/609 BOT CHORD 2-21=-795/3176, 20-21=-795/3175, 3-20=405/260, 16-17=-446/2025, 15-16=-591/2420, 14-15=-408/1803,13-14=-408/1557 . WEBS 5-17=-456/171, 10-14=-99/430, 11-13=-501/1709, 17-20=-415/1953, 5-20=-485/1560, 10-13=-714/265, 8-15=-455/231, 9-15=-269/883, 6-16=-465/211, 5-16=-226/775 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=731, 12=597. 8) 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. ® 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 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 J33736 GHO Lot 97 Veit Residence ' T11022723 J32975-J32975A A07 HIP TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:30 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-aRsUX9U3Av3owOZgnOdGUbcD?z53KQ4XpdDgozKYg3 13-M 20-0 5&4 10-e-0 1 -1 20-4-0 27-8-0 30.7-0 2-00 354-12 31, 2 T. SG-4 5-1-12 -2-0-2-07-4-0 7-0-0 2-11-0 1-5-0 34 -12 4-2-0 6.00 12 5x8 M18SHS 11 2x4 11 4x8 — d _ 6 ' 37 38 6x6 = 6x8 = 36 — 23 — — — — — — ,I 3x6 —_ 4x4 = 6x8 = 5x8 = 2x4 II 2x4 II 2x4 I 2x4 II 2x4 11 3x4 11 2-11-0 6x8 = 1-01 8-11-12 I 12-2-10 11-10-0 11-6-0 32-M Sb4 10.&0 11-56 13-0-P 20-0-0 27-M 1237-0 'y0-7-q1 374-12 395-12 5b-4 5-1-12 �-9-6• rd- 7-0-0 7-4-0 1-11-0 1-5-0 54-12 2-2-0 0-0-10 04-0 Scale = 1:78.8 M d 2 u5 IN Ib 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 0.60 BC 0.59 WB 0.79 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) -0.07 18 >999 240 Vert(TL) -0.22 20-21 >999 180 Horz(TL) 0.02 36 n/a n/a PLATES GRIP MT20 244/190 M18SHS 2441190 Weight: 307 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 26-28, 22-24 5-28,7-22: 2x4 SP No.3 WEBS 1 Row at midpt 7-25, 8-24 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 31 12-13: 2x6 SP No.2, 12-15: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x8 SP SS be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 25=2787/0-8-0, 36=903/0-6-12 Max Horz 25=289(LC 5) Max Uplift 25=-1027(LC 9), 36=-265(LC 9) Max Grav 25=2787(LC 1), 36=1042(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-487/915, 3-5=-766/1703, 5-6=-740/1702, 6-7=-706/1674, 7-8=-563/1121, 8-9=-1212/335, 9-10=-1420/326, 10-11=-1655/390, 11-12=-1655/390 BOT CHORD 2-29=-739/582, 16-19=-329/1679, 15-16=-329/1679, 14-15=-111/280, 13-14=-111/280, 7-24=-248/869,25-26=-1506/983,24-25=-1200/695 WEBS 3-29=-267/313, 10-19=-591/225, 10-15=-554/163, 15-31=323/1532, 30-31=-352/1583, 12-30=-315/1526, 7-25=-1851/674,26-29=-677/498, 3-26=-774/423,21-24=-132/522, 8-24=-1819/682, 19-21 =-1 38/703, 8-19=-249/732 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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) Bearing at joint(s) 36 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) 25=1027, 36=265. 9) 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 117II.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 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 J33736 GHO Lot 97 Veit Residence T11022724 J32975-J32975A A08 HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:32 2017 Page 1 ID:ACzXF5ZNyEa_1NQ9dnkZfEyGOD2-Wq_EyrWJiWJV9hiCvRfkZOhWDnm9oKVgGwEKvgzKYq 1 13-0-0 -2-0.0 5E4 10-8-0 11-10. 160-0 20-0-0 25-8-0 237-0 3 34-3-0 3MA2 2-0-0 5-6-4 5-1-12 l-2-0 1-2-0 2-0-0 5-0-0 5-4-0 3-11-0 o- 4-3-0 63-12 6.00 12 6x6 = 3x4 = 5x8 = 2x4 II 4x6 8 9 35 10 6x8 = i 34 _. 22 3x6 —_ 4x4 = 6x8 = 5x8 = 4x4 = 5x8 = 2x4 II 3x4 = 2x4 II 6x8 = 12-5-12 12-2-10 11-10-0 11-6-0 15-0-0 30-7-0 5-64 10-8-0 11-5-6 13-0,0 20A-0 2660 29-7-0 3CEOr01 34-3-0 39b-12 2, 2-0-0 S-0-0 5-40 3-11-0 0. 360 5-3-12 0-0-100-64 0-7-0 04-0 Scale = 1:77.6 M O M d1 n V 0 T N lit 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 0.81 BC 0.67 WB 0.79 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.13 20-21 >999 240 Vert(TL) -0.17 20-21 >999 180 Horz(TL) 0.03 34 n/a n/a PLATES GRIP MT20 244/190 Weight: 317 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-8: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 "Except* 10-0-0 oc bracing: 25-27, 21-23 5-27: 2x4 SP No.3 WEBS 1 Row at midpt 7-24, 10-20, 9-29 WEBS 2x4 SP No.3 "Except* JOINTS 1 Brace at Jt(s): 29 11 13-14: 2x6 SP No.2, 9-23: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x8 SP SS be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 24=2781/0-8-0, 34=901/0-6-12 Max Horz 24=329(LC 5) Max Uplift 24=-1227(LC 4), 34=-470(LC 4) Max Grav 24=2781(LC 1), 34=1033(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-474/878, 3-5=-768/1683, 5-6=-726/1674, 6-7=-749/1871, 7-8=-369/878, 8-9=-377/969, 9-10=-600/313, 10-11=-1627/788, 11-12=-1011/469, 12-13=-1011/469 BOT CHORD 2-28=-702/568, 19-20=-356/854, 15-16=-627/1424, 7-23=-577/1000, 24-25=-1493/977, 23-24=-1054/503 WEBS 3-28=-272/317, 7-24=-2327/952, 9-20=-436/605, 10-20=-583/279, 10-16=-484/1003, 13-15=-549/1189, 6-24=-145/346, 12-15=-327/179, 11-15=-593/272, 25-28=-645/487, 3-25=-796/431, 20-23=-138/459, 23-29=-1724/854, 9-29=-1650/834, 11-16=-554/270, 16-19=-349/844 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.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 = IO.Opsf. 6) Bearing at joint(s) 34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 24=1227, 34=470. 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 -Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11,111.7473 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 'y'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 ANSIITP11 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 J33736 GHO Lot 97 Veit Residence T11022725 J32975-J32975A A09 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:34 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-TD6?NXXaE7aDO?sbOrhCeRmvSb0QGCB7kEjRzZzKYq? -2.0.0 5-11.15 10-8-0 2-2-1 17-0-0 23.8.0 28-0-0 30-8-0 33-4-12 38.1 -8 39 • 2 2-0-0 611.15 4-8.1 -6-10 4-9-6 6-8-0 4-4-0 2-8-0 2-8-12 5-6-12 0-7 m d_ ob 8x8 = 6.00 12 8 5x5 = 35 9 Scale = 1:81.9 6x8 = = i M � o ob m 3 34 13 " Ze Zd 23 ZZ Zl 2u 19 1f 3X6 — 2X4 II 3X6 —_ 4x4 = 2x4 II 2X4 I 4x4 = 5x8 = 1 2 6X8 = 2x4 II 2X4 II 5x8 = 6x8 = 2x4 II 6x8 = 12-2-10 11-3.0 30-M i 5-11-15 10-8-0 1i-5-613-0-0 17-0-0 2M0 28-0-0 29-8-0 33-0-12 38-11-8 39,6-12 4-0.0 fi-&0 4-0-0 1-&0 -0-0 2. 2 SS12 0.7 0-0-10 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 FBC2014rrP12007 CS1. TC 0.63 BC 0.88 WB 0.85 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) -0.07 20-21 >999 240 Vert(TL) -0.19 16 >999 180 Horz(TL) 0.03 34 n/a n/a PLATES GRIP MT20 244/190 Weight: 326 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied. Except: . 5-28,7-22: 2x4 SP No.3 10-0-0 oc bracing: 26-28, 22-24 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-25, 8-24, 9-20 12-13: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x8 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 25=2792/0-8-0, 34=898/0-3-8 Max Horz 25=431(LC 9) Max Uplift 25=1008(LC 9), 34=284(LC 9) Max Grav 25=2792(LC 1). 34=1019(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-506/970, 3-5=-764/1708, 5-6=-741/1710, 6-7=-715/1654, 7-8=-609/1328, 8-9=682/233, 9-1 0=- 1424/407, 10-11=-954/254, 11-12=-954/254 BOT CHORD 2-29=-781/604, 25-26=-1510/984, 24-25=1245/586, 7-24=-473/1541, 20-21=-246/327, 15-18=-28 7/1211, 14-15=-287/121 1 WEBS 3-29=-277/327, 26-29=-711/527, 3-26=-767/411, 7-25=-1830/669, 21-24=-281/304, 8-24=-2099/706, 8-20=-338/985, 9-20=-760/324, 10-18=-643/299, 11-14=-446/236, 18-20=-115/680, 9-18=-337/1034, 12-14=-310/1171, 10-14=-363/46 NOTES- 1) Unbalanced roof live loads have been considered for this�design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.0psf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber 130L=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) 8. 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) Bearing at joint(s) 34 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 Qt=lb) 25=1008, 34=284. 9) 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 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 MOW 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 ANSIITPI1I 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 J33736 GHO Lot 97 Veit Residence T11022726 J32975-J32975A A10 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:36 2017 Page 1 I D:ACzXF5ZNyEa_1NQ9dnkZfEyGOD2-PbDIoDZgmlgxeJOz8GkgjssEwO3Ok6OPBYCYI RzKYpz -2-0-0 5-11-15 10-B-0 1 -2-1 19-0-0 21-8-0 26-0.0 29-8-0 34-1.0 38-11.8 39 - 2 2-0-0 5-11-15 4-8-1 -6-10 8-9-6 2-8-0 4-4-0 3-8.0 4-5-0 4-10-8 0• - 6.00 12 5x8 = 5x5 = 8 9 Scale = 1:87.7 6x8 = 6x8 = = i co it o rn 35 14 N T� 1� su Za 24 �s « <u ly io -- 3x8 = 2X4 II 3x6 —_ 4x4 = 2x4 II 3x4 II 3X6 = 3x4 = 2x4 II 6x8 = 4xl0 = 5xl0 = 6x8 = 6x8 = 6x8 = 12-2-10 1150 5-11-15 10-8-0 1- 1 19-0-0 21-8-0 26-0-0 29-8-0 341-0 3&11-8 3 2 5.11-15 4-8.1 6-0-0 2-&0 4-4-0 3-84 3-5-0 4-10-8 0.7 0-0-10 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 [nor YES Code FBC2014rrP12007 CSI. TC 0.63 BC 0.91 WB 0.89 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Udefl Ud 0.05 19-20 >999 240 -0.12 19-20 >999 180 0.04 35 n/a n/a PLATES GRIP MT20 244/190 Weight: 362 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 5-29,7-23,11-18: 2x4 SP No.3 10-0-0 oc bracing: 27-29, 23-25, 16-18 WEBS 2x4 SP No.3 'Except' WEBS 1 Row at micipt 7-26, 9-20, 10-20 13-14: 2x6 SP No.2 2 Rows at 1/3 pts 8-25 OTHERS 2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 26=2791/0-8-0, 35=899/0-3-8 Max Horz 26=485(LC 9) Max Uplift 26=996(1_C 9), 35=-297(LC 9) Max Grav 26=2791(LC 1), 35=1001(LC 18) • FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=505/966, 3-5=-764/1706, 5-6=-741/1708, 6-7=-724/1723, 7-8=-596/1322, 8-9=468/198, 9-10=592/175, 10-11=-992/270, 11-12=-716/207, 12-13=-716/207 BOT CHORD 2-30=-778/604, 26-27=-1510/985, 25-26=1227/556, 7-25=-383/1408, 20-22=-92/306, 19-20=-216/831, 15-16=-272/999 WEBS 3-30=-277/328, 27-30=-708/527, 3-27=-769/411, 7-26=-1967/754, 8-25=-2032/633, 8-20=-248/786, 10-20=-724/260, 16-19=-209/847, 10-16=130/378, 12-15=-370/194, 13-15=-297/1033,11-15=-485/111 NOTES= , 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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) Bearing at joint(s) 35 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 26=996, 35=297. 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 MiTeke 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 ANSIITPI1 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 J33736 GHO Lot 97 Veit Residence T71022727 J32975-J32975A All ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:39 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-pAvuQEbi2gCWVmlYpPHNLVUjCb97xTestWRCemzKYpw -2-0-0 5-11-15 0-8-0 1 -2-1 16-3-5 20-4-0 24-0-0 28-0.0 2 1- 34-9-8 39-1-8 42-04 2-0.0 5-11-15 4-8-1 -6-1 4-0.11 4-0.11 3-8-0 40-0 -1- 5-8-0 4-0-0 2-10.12 Scale = 1:100.7 5x8 Ml8SHS = 6.00 12 5x5 = 8 9 x8 = 5x5 = 2x4 I 5x8 = 2x4 11 4x6 \ 11 4x6 - 4x6 G 12 2x4 II 3x6 - 6 7 1 0 14 5 15 � 3X4 4 1 m d> 3 I ab 1N 06 ;I 2 0 1 d 3x4 II a -32 41 42 2414 20 19 18 36 354 3029 28 27 26� RA 23 5x8 = 3x4 = 2x4 I I 3x6 —_ 4x4 = 2x4 I I 3x4 = 5x6 = 4x8 = 2x4C'` I`1 2x4 II 6x8 = 6x8 = 5x8 = 2 2x4 II 6x8 = 13t-0 5x8 = 12-2-10 44-1-0 11-6-0 30-8-0 44-0-10 5-11-15 10-M 11-5-6�_ r 20-0-0 24-0-0 28-0-0 29-8-0, 349-8 39-1-8 i 42 - 430 p 5-11-15 4-8-1 0.9-d�0.9-Ei 7-4-0 3-8-0 4-0.0 1-8-0 4-1-0 447 2-10.121 0�- 6 0-0-10 1-0-0 1-" 04840 Plate Offsets (X,Y)— [9:0-5-4,0-2-8], [10:0-2-8,0-2-4], [13:0-6-0,0-2-8], [15:0-1-12,0-2-0], [17:0-2-8,0-2-0], [21:0-4-0,0-3-0], [25:0-2-8,0-2-8], [28:0-2-8,0-3-0], [29:0-0-0,0-1-8], 131:0-6-4.0-4-01,133:0-5-8.0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.17 23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.41 23 >932 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.03 16 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 Matrix -AS Weight: 392 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-35,14-19: 2x4 SP No.3 10-0-0 oc bracing: 33-35, 29-31, 17-19 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-32, 8-27, 9-27, 11-21 8-31: 2x4 SP No. 1, 15-16: 2x8 SP No.2 2 Rows at 1/3 pts 8-31 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 16=1216/0-10-9.32=2951/0-8-0 Max Horz 32=481(LC 7) Max Uplift 16=-359(LC 9), 32=-1080(LC 9) Max Grav 16=1294(LC,14), 32=2951(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-506/970, 3-5=-764/1709, 5-6=-742/1708, 6-7=-732/1765, 7-8=-588/1310, 8-9=-1098/457, 9-10=-1285/450, 10-11=-1450/494, 11-12=-1243/472, 12-13=-1243/472, 15-16=-1235/357,13-14=-789/345,14-15=-755/270 BOT CHORD 2-36=-782/604, 32-33=-1514/986, 31-32=1207/727, 7-31=-390/1465, 27-28=-150/596, 22-25=-324/1434, 21-22=-324/1434, 20-21=-193/767 WEBS 3-36=-277/327, 33-36=-715/528, 3-33=-768/411, 7-32=-2176/867, 28-31=149/402, 8-31=-2188/728, 8-27=-491/1297, 9-27=-1373/488, 10-25=-1231461, 13-20=400/124, 17-20=-218/855, 13-17=-320/88, 15-17=-248/1036, 25-27=-222/962, 9-25=-209/769, 12-21=-398/209, 13-21=-218/899, 11-21=291/23, 11-25=-681/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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 100 lb uplift at joint(s) except Ot=lb) 16=359, 32=1080. 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 114II.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 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 piT®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 3112, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 736 GHO Lot 97 Veit Residence T11022728 Fjo J32975-J32975A Al2 ROOF SPECIAL 1 Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:41 2017 Page 1 ID:ACzXF5ZNyEa_rNQ9dnkZfEyGOD2-IZ1erwdzaHSEk4vxxgJrQwZ31Pr PMy9LgwlifzKYpu 44-7-0 -2-0-0 511-15 10.8-0 1 -2-1 16-3-5 20d-0 -0-0 26-0-0 29$-0 1-1 353-0 41-1-8 2-11-0 2-0-0 511-15 4-8-1&10 4-0-11 4-0-11 1-8-0 4-0-0 34i0 -SB 4-1-8 5-10.8 1-9-8 1-&0 Scale = 1:101.4 5x8 M18SHS = 5x5 = 6.00 12 8 9 5x5 - 10 2x4 11 4x6 46 i 3x6 ':r- 6 7 5 3x4 i 3 _ 2x4 II 5x5 = 3x4 = 11 12 13 5x5 = 4x6 1 15 IN 0 7 0 16F 2x4 31 35 34 33 27 39 40 24 008 2928 26 25 5x8 = 2 3 _ 4x4 = 2x4 11 = 5x8 = 3x8 = 2x4 11 3x6 3x4 = 2x4 11 6x8 6x8 = 6x8 = 6x8 = 5x8 = 2x4 II 13-0-0 12-2-10 11-6-0 31-1-8 43-11-0 i St1-15 10-8-0 11-5{ i t6-35 1, 1, 20-0-0 22-0-0 26-0-0 29A-0 30-8-0 353-0 41-1-8 42-11-0 447A 4-8-1 0. 335 4-0.11 1-8-0 4-0-0 T 3-&0 41-8 510-8 1-9A 0.&� 0-0-10 0-58 1b0 Plate Offsets (X,Y)-(10:0-2-8.0-2-41.114:0-2-8,0-2-41. 120:0-2-8.0-2-81, 122:0-4-0 0-3-01. (23:0-2-0 0-2-121. 127:0-4-0.0-3-01, (28:0-0-0,0-1-81 130:0-6-4.0-4-01 132:0-5-8.0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.12 24 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.26 22-23 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.03 16 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 385 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-34,11-25,17-19: 2x4 SP No.3 10-0-0 oc bracing: 32-34, 28-30, 23-25, 16-17 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-31, 10-26, 9-27 8-30: 2x4 SP No.1 2 Rows at 1/3 pts 8-30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1251/0-7-0, 31=2976/0-8-0 Max Horz 31=473(LC 7) Max Uplift 16=-370(LC 9), 31=-1088(LC 9) Max Grav 16=1325(LC 18), 31=2976(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-506/971, 3-5=-763/1709, 5-6=-741/1708, 6-7=-731/1759, 7-8=-589/1311, 8-9=-565/271, 9-10=927/419, 10-1 1=-1644/622,11-12=-1613/532, 12-13=-1449/521, 13-14=-928/366, 15-16=-1240/371, 14-15=-1085/369 BOT CHORD 2-35=-782/604, 31-32=-1514/986, 30-31=-1206/721, 7-30=-402/1495, 26-27=-147/721, 22-23=-333/1605 WEBS 3-35=-277/327, 32-35=-715/528, 3-32=-768/412, 7-31 =-2194/872, 27-30=1 30/402, 8-30=-2216/738, 9-26=-266/722, 10-26=-783/289, 23-26=156/947, 10-23=-442/1262, 12-23=-643/293, 15-20=-264/1131, 12-22=-290/24, 8-27=349/1153, 9-27=-1003/388, 20-22=-318/1420, 13-20=-639/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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 100 lb uplift at joint(s) except (jt=lb) 16=370, 31=1088. 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 -Verily 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 M'Te l. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the R° 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 J33736 GHO Lot 97 Veit Residence T11022729 J32975-J32975A A13 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:44 2017 Page 1 I D:ACzXF5ZNyEa_1NQ9dnkZfEyGOD2-A8inTyfrtCgobXd WcytY2YBaEcpQcjTb1 o8zJ_zKYpr 44-7-0 -2-0-0 5-11-16 10.8-016-3-5 20-0-0 20 8 249-8 29-1-0 33.1-8 38-9-8 411-8 4 11 0 2-0.0 511-15 4-8-1 S10 4-0.11 4-0-11 4-10-8 3-5-8 543-0 4-4-0 0-9- 0-8-0 Scale = 1:101.4 5x8 M18SHS = 5x8 = 6.00 12 5x6 _ 2x4 8 9 11 2x4 11 4x6 i 4X6 3x6 67 5 2x4 II 4x6 12 5x5 = 3x4 = 5x5 = \\13 14 16 3x4 i 4 15 I 3 IN •o m 17 �n 2 yr 1 Al21 2x4 11 0 6 32 27 40 24 20 _ 36 3534 3029 28 26 25 _ 3x10 = 4x6 4x4 = 2x4 II 4x8 =3 2x4 11 2x4 II 3x6 _ 3x4 = 6x8 —_ 6x8 = 4x4 = 7x8 = 6x8 = 13-0-0 12-2-10 11-6-0 33-1-8 44-7-0 5-11-15 10-8-0 11-5,15 20-0-0 2 As 29-8-0 V. 3 8 38-9-8 43-1-8 4 11 0 N. 5-11-15 4-8-1 010. 7-4-0 4-10-8 - 2-58 4-0-0 0- 0-0-10 0-8-0 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 [nor YES Code FBC2014/TPl20D7 CSI. TC 0.74 BC 0.84 WB 0.92 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Well Ud -0.20 21-23 >999 240 -0.58 21-23 >671 180 0.04 17 n/a n/a PLATES GRIP MT20 244/190 M18SHS 2441190 Weight: 370 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 9-11: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 `Except` 10-0-0 oc bracing: 33-35, 29-31, 23-25 5-35,12-25: 2x4 SP No.3 WEBS 1 Row at midpt 7-32, 11-26, 11-28 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 8-31 8-31: 2x4 SP No.1, 11-28: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1244/0-7-0, 32=2976/0-8-0 Max Horz 32=474(LC 7) Max Uplift 17=-372(LC 9), 32=-1088(LC 9) Max Grav 17=1318(LC 18), 32=2976(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=506/971, 3-5=-763/1710, 5-6=-741/1708, 6-7=-732/1760, 7-8=-588/1310, 8-9=-441/232, 9-11=-483/261, 11-12=-16921653, 12-13=-16771518, 13-14=-1293/453, 14-15=-544/228,16-17=-1284/382,15-16=-623/242 BOT CHORD 2-36=-783/604, 32-33=-1514/986, 31-32=1206/721, 7-31=-403/1496, 26-28=-125/849, 12-23=-359/217, 21-23=-450/1858 WEBS 3-36=-277/327, 33-36=-716/528, 3-33=-768/412, 7-32=-2191/869, 28-31 =-1 18/374, 8-31=-2216/741, 23-26=-100/878, 11-23=-480/1348, 13-23=-676/320, 16-18=-285/1111, 14-21=0/258, 18-21=-327/1375, 14-18=-943/279, 13-21=-742/190, 8-28=-259/967, 10-28=-913/314, 10-11=-905/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 17=372,32=1088. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114I/-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekS 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek' 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 J33736 GHO Lot 97 Veit Residence T11022730 J32975-J32975A A14 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 C.11 U S Apr 13 ZUl I MI I eK Inaustrles, inc. I the May Z 11:zo:4b ZUl I rage 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-eKG9hl gTe WyfDhC iAfOnbmkn809uLBEkFRu WrQzKYpq l-2-0.0 i 5-4-7 i7-1-11i I%2-7 i 13-8-13 IIS-3-3i 20-4-0 22-8-0 i 26-8-0 i 29-8-0 i 35-0-0 i 42-11-0 A4-7-Oi 2 0.01-9-3 3-0-12 3-6-7 5-0-13 2-4-0 4-0-0 3-0-0 5-4-0 7-11-0 1.8-0 Scale = 1:86.0 6.00 12 5x5 = 5x5 = 7 8 5x5 = 1. <a — cc ci bX1Z — 3x4 = 3x6 —_ 2x4 I I 7x12 = 5x6 5x8 = 5x8 = 2x4 II 8x10 = 44-7-0 i 5-0-7 9-8-12 1 2 7 15-3-3 20-4-0 22-&0 268-0 2&8.0 35-0-0 42-11-0 4 11 5-0-7 4-0-5 0- 1 5-0-13 5-0-13 2-0-0 4-0-0 3-0-0 -0-0 4-40 7-11-0 -0-0 0-8-0 Plate Offsets (X.Y)-- 19:0-2-8,0-2-41. 111:0-5-4,0-2-81. 115:0-3-11,0-3-51, f17:0-0-8,0-1-81, 118:0-4-0,0-3-01, 119:0-3-13.0-3-71, 123:0-4-0.0-3-01, 124:0-3-0.0-0-4L 125:0-4-3.0-3-41 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 0.60 Vert(LL) -0.32 23-25 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.69 23-25 >596 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.06 14 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 322 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 10-21,12-17: 2x4 SP No.3 10-0-0 oc bracing: 19-21, 15-17 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-22, 11-15, 8-23 2 Rows at 1/3 pts 6-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 14=1391/0-7-0, 25=2799/0-11-5 Max Horz 25=466(LC 7) Max Uplift 14=-428(LC 9), 25=-1042(LC 9) Max Grav 14=1418(LC 18). 25=2799(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/939, 3-5=-612/1389, 5-6=-545/1391, 6-7=-10271417, 7-8=-973/434, 8-9=1276/641, 9-10=-2011/767, 10-11=-2014/655, 13-14=-1297/408, 11-12=-1122/424, 12-13=-1054/383 BOT CHORD 2-26=-764/584, 25-26=-764/584, 23-25=-163/485, 22-23=162/1120, 10-19=-359/215, 18-19=-698/2423,12-15=-482/270 WEBS 8-22=-1761490, 9-22=-729/246, 19-22=-191/1256, 9-19=-494/1442, 11-19=-956/373, 11-18=-365/197, 15-18=-700/2331, 11-15=-1414/380, 13-15=-549/1710, 5-25=-414/246, 3-25=-480/299, 7-23=-223/610, 6-23=-204/921, 8-23=-1081/460, 6-25=-2445/867 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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 100 lb uplift at joiht(s) except (jt=lb) 14=428, 25=1042. 7) 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. AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 properly Incorporate this design into the overall p q i%k� 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 properly damage. For general guidance regarding the iVi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 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 J33736 GHO Lot 97 Veit Residence T11022731 J32975-J32975A A15 ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:47 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-ajOv5zhkA7 C NS7M5H4QFg Bp6RgtGp6f 1 jl NdwJzKYp o 2-0-0 s-5-14-1 3-5-s 3-2-11 -8-11 4-11-6 13 4-2-0 4-0.0 -2-0 4-9-0 2-5-0 a-2.8-z- 5x5 = 6.00 12 5x8 M18SHS = 25 25 -- 24 -- 23 22 — 5x8 = 2x4 II 311 US __ 3x6 II 6x6 = 5x8 = 5x5 = 2x4 II 2x4 2x4 1 � 1 2x4 I I 5x8 2x4 - 2x4 II 2x4 2x4 2x4 Scale: 1/8"=1' 2 m e5 �I3°b � N 15 11 7x12 = 6-11-15 30-a-0 43-11-0 3-9-3 6E4 13-7-15 20-0-0 24£-0 288-0 345-0 36-10-0 41A-8 !lift 7 3-9.3 2-9-10. 1 681 6-8-1 4-2-0 -2_0 3-9-0 2-5-0 42-8 2-0-8 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 NO Code FBC2014/TPI2007 CSI. TC 0.68 BC 0.70 WB 0.83 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) 0.31 21 >999 240 Vert(TL) -0.66 19-20 >683 180 Horz(TL) 0.05 13 n/a n/a PLATES GRIP MT20 244/190 M18SHS 2441190 Weight: 316 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, BOT CHORD 2x4 SP 285OF 1.8E "Except" except end verticals. 9-22,13-17: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 "Except` 6-0-0 oc bracing: 2-26,25-26 12-13,11-18,12-17: 2x6 SP No.2 7-2-11 oc bracing: 19-20. 14-16,27-28,27-29,29-30,7-20: 2x4 SP No.2, 17-19: 2x4 SP No.1 10-0-0 oc bracing: 20-22, 13-14 WEBS 1 Row at midpt 7-24, 10-20, 7-23 JOINTS 1 Brace at Jt(s): 29, 31 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1947/0-7-0, 26=2582/0-11-5 Max Horz 26=444(LC 7) Max Uplift 13=765(LC 9), 26=-972(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-554/1106, 3-5=1341/424, 5-6=-1561/663, 6-7=-1461/672, 7-8=-2191/900, 8-9=-2215/911, 9-10=-2561/917, 12-13=-1863/762, 10-11=-3687/1443, 11-12=3967/1539 BOT CHORD 2-26=-892/658, 25-26=-892/492, 24-25=-238/1271, 23-24=-476/1778, 9-20=41/388, 19-20=-1206/3494,18-19=-111/283 WEBS 5-24=-157/404, 6-24=-373/940, 7-24=-1197/481, 10-20=-1420/612, 10-19=-1213/502, 11-17=-404/319, 3-26=-2420/999, 5-25=-877/391, 3-25=-733/2135, 19-29=-1167/3434, 17-29=-1323/3863, 10-30=-452/349, 17-30=-853/425, 12-17=-1566/4143, 29-30=-238/662, 7-23=-253/111, 20-23=-386/1636, 8-31 =-1 261292, 7-31=-221/645, 20-31=-322/869 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.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 100 lb uplift at joint(s) except Qt=lb) 13=765, 26=972. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 201 lb up at 41-1-4, and 218 lb down and 201 lb up at 42-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. ®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 MiTekG 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 FBI 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 J33736 GHO Lot 97 Veit Residence T11022731 J32975-J32975A A15 ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:48 2017 Page 2 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-2vyHJJiMxRKE49xHroyUDOMHBEDVYZuByP6ASIzKYpn NOTES- 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: 1-6=-70, 6-7=-70, 7-8=-70, 8-10=-70, 22-32=-20, 21-22=-20, 15-20=-20, 13-14=-20, 10-12=-70 Concentrated Loads (lb) Vert: 11=-178(F) 37=-178(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 duality 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�J33736 GHO Lot 97 Veit ResidenceT11022732 J32975-J32975A A16 ROOF SPECIAL 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:49 2017 Page 1 ID:ACzXF5ZNyEa_1NQ9dnkZfEyGOD2-W5Wg Wfj_ikS5il WTPVTjlcuTgdXQH?TKA3sk_BzKYpm 46-8-0 -2-0-0 7-1-11 12-6-15 2DA-0 26-8-0 30.a-o 36-8-12 44.8-0 44- 1-0 2-0.0 7-1-11 5-5-5 7-9-1 6-4-0 40.0 6-0.12 7-11-4 0- 0 1-9-0 Scale = 1:87.1 5x5 = 6.00 12 4x6 = 3x6 II 5x10 = 5x8 = 2x4 II 5x8 = 2x4 II 4xb i 4-4-4 4-y-15 11-7-15 12; 6-15 20-4-0 26-8-0 30-8-0 36-8-12 44-8-0 4 4-4 D-5-h1 6.10.0 0_11-0 7-9-1 6-4.0 4-0-0 6-0-12 7-11 4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.32 15-16 >999 240 TCDL 15.0 Lumber DOL 1.25 *BC 0.78 Vert(TL) -0.48 15-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.14 11 n/a n/a BCDL 10.0 Code FBC2014rrP12007 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) 18=2405/0-11-5, 11=1904/0-8-0 Max Horz 18=493(LC 7) Max Uplift 18=1107(LC 4), 11=-1004(LC 4) Max Grav 18=2405(LC 1), 11=1981(LC 14) 2x4 = 12 PLATES GRIP MT20 244/190 Weight: 265 lb FT = 0% 0 h r4 m .d 0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 6-16, 7-16, 3-17 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=431/759, 3-5=-1905/966, 5-6=-1915/1058, 6-7=-1838/1026, 7-8=2270/1289, 8-10=-2605/1405, 10-11=-3235/1696 BOT CHORD 2-18=-595/513, 17-18=-711/513, 16-17=-571/1593, 15-16=-1047/2365, 14-15=-1050/2367, 13-14=-1376/2750,11-13=-1376/2750 WEBS 6-16=-821/1149, 7-16=-13531780, 7-14=-417/162, 8-14=-540/805, 10-14=747/474, 10-13=-230/271, 3-18=-2253/939, 5-17=-540/289, 3-17=-1058/2291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 100 lb uplift at joint(s) except (jt=lb) 18=1107, 11=1004. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'Y22" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 ANSIITPI11 Quality Criteria, DSB-89 and BC51 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 J33736 GHO Lot 97 Veit Residence T11022733 J32975 J32975A A17 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:50 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-?I42k?kcT2byJS5gyDylpRa31 u00R5TPjbHXezKYpl 46-8-0 2-0-0 s a s 11a14 9-0-0 1-8 -0 3-311z12 2a8--00 3-a8-o0 357.--11z2 L4, 181 -a0 44- 1-0 s o--o 87-3z z-eoz a - a oz 1'9-0 Scale = 1:86.9 5x5 = 5x5 = 6.00 12 11 2x4 = 13 4x6 = 3x6 II 5x10 = 3x8 = 5x5 = 3x6 = 5x5 = 2x4 II 4x6 4-0-0 4 0 11-8-14 19-0.0 21 8-0 3-11-12 28-8-0 32-8-0 37-8-12 44-8-0 4-0-0 0-4-0 -14 7-3-2 2 :8N 2-3-12 4-8 4 4-0-0 5-0-12 6-11-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 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) 20=2376/0-8-0, 12=1933/0-8-0 Max Horz 20=464(LC 7) Max Uplift 20=895(1_C 9), 12=-730(LC 9) Max Grav 20=2376(LC 1),12=1987(LC 14) CSI. DEFL. in (loc) I/deg L/d TC 0.84 Vert(LL) 0.23 16-17 >999 240 BC 0.76 Vert(TL) -0.50 16-17 >965 180 WB 0.91 Horz(TL) 0.15 12 n/a n/a Matrix -AS PLATES GRIP MT20 2441190 Weight: 280 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-18, 7-18, 8-17 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=411/696, 3-5=-2055/682, 5-6=-1999/817, 6-7=-1681/798, 7-8=-2392/969, 4. 8-9=-2790/1068, 9-11=-2809/1015, 11-12=-3312/1079 BOT CHORD 2-20=-544/490, 19-20=-654/517, 18-19=-283/2018, 17-18=-237/1869, 16-17=-660/2772, 15-16=-537/2413, 14-15=-752/2833, 12-14=-752/2833 WEBS 3-19=-807/2341,5-19=-523/282,5-18=-269/156,6-18=-198/665,8-16=-515/215, 9-16=-221/695, 9-15=-131/445, 11-15=-602/262, 3-20=-2234/926, 7-18=-534/178, 7-17=-408/1170, 8-17=-1273/536 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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 100 lb uplift at joint(s) except (jt=lb) 20=895, 12=730. 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. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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, nott:JJ 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 ANSIITP11 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 J33736 GHO Lot 97 Veit Residence T11022734 J32975-J32975A A18 HIP TRUSS 1 1 Job Reference o ticnal East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:52 2017 Page 1 I D:ACzXF5ZNyEa_1NQ9dnkZfEyGOD2-xgBo9hls_frgZmE24dOQNEWwarZTUKLms14ObWzKYpj -2-0-0 6-0.5 10-8-14 17-0-0 23-8-0 30.8-0 30. 0 2448-0 39-6-4 44-6-0 2-0.0 6-0.5 4-8-9 6-3-2 6-8-0 7-0-0 0. -0 311-0 4-10.4 5-1-12 Scale = 1:89.9 5x8 = 5x8 M18SHS = 6.00 12 JXO 48 = 19 15 14 13 12 2x4 II 3x4 II 6x8 = 3x6 It 3x4 = 3r 8 31-9-0 4-0-0 0 10A-14 17-0-0 23-8-0 30-8-0 3 -0 34-8-0 39�6-4 44-8-0 44N7 6-0-14 6-3-2 6A-0 7-0-0 0. -0 2-11-0 410-0 5-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.41 18-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.54 18-20 >893 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.20 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 295 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 9-14: 2x4 SP No.3 4-5-0 oc bracing: 17-18 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-21, 8-20 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 12=1784/Mechanical, 24=2390/0-8-0 Max Horz 24=515(LC 8) Max Uplift 12=999(LC 4), 24=-1086(LC 4) Max Grav 12=1822(LC 14), 24=2390(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/733, 3-5=-1905/936, 5-6=-2058/1081, 6-7=-2092/1186, 7-8=-2412/1268, 8-9=3200/1659, 9-10=-3031/1679, 10-11=-2021/1117, 11-12=-17701925 BOT CHORD 2-24=-584/508, 23-24=-754/512, 21-23=-108311615, 20-21 =-1 152/1747, 18-20=-1979/3216, 17-18=-1673/2649, 16-17=-1673/2650, 9-16=-302/358 WEBS 3-23=-107312326,5-23=-637/307, 5-21=-1101284, 6-20=-343/641,7-20=-411/604, 8-20=-1470/766, 10-16=-426/986, 10-13=1294/555, 3-24=-2257/919, 11-13=-948/1787, 13-16=934/1805, 8-18=-602/283, 9-18=493/905 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=soft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 12=999,24=1086. , 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1W gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 A is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the piTek' 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 J33736 GHO Lot 97 Veit Residence T11022735 J32975-J32975A A19 HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:54 2017 Page 1 I D:ACzXF5ZNyEa_rNQ9dnkZfEyGOD2-t3JZZMn7 WH5Oo4ORB22uSfbLReFoyFm3KLaUgPzKYph i-2-0-0 i 7-9d i9-8-14 i 15-0.0 i 20-4-0 25-8-0 32-8-0 36-8-0 40-6-4 1 44-8-0 i 2-0-0 7.9-0 1.11-10 13-2 5.4-0 5-0-0 7-0.0 4-0.0 3.10.4 4.1-U 6.00 12 5x8 = 2x4 II 5x8 = 3x6 = ,..,., .. ,,.,. ...., ....., ...... Scale = 1:83.1 18 15 8x10 = 14 13 20 2x4 I' 3x4 11 2x4 11 4x8 = 3x6 11 2x4 11 1r-1-9 32-8-0 4-0-0 0 9-8-14 15-0-0 20.4-0 258-0 311EI 1-9- 36-8-0 40-0-0 44-8-0 4-0.0 0 5-4-14 5-3-2 5-4-0 5-1-0 -0-0 4-0-0 3.10-0 4-1-12 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 0.71 WB 0.87 Matrix -MS DEFL, in (loc) I/defl Ud Vert(LL) 0.41 19-21 >999 240 Vert(TL) -0.59 19-21 >819 180 Horz(TL) 0.23 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 302 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, 8-9: 2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. 9-17: 2x4 SP No.3, 16-21: 2x4 SP 285OF 1.8E WEBS 1 Row at micipt 8-22, 9-21 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 16 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) 13=1783/Mechanical, 26=2391/0-8-0 Max Horz 26=464(LC 7) Max Uplift 13=-982(LC 4). 26=-1100(LC 4) Max Grav 13=1837(LC 14), 26=2391(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-442/774, 3-5=-1746/878, 5-6=-2050/1087, 6-7=-2240/1242, 7-8=-2240/1242, 8-9=2751/1425, 9-10=-2911/1609, 10-11=-3195/1711, 11-12=-1900/1019, 12-13=-1795/919 BOT CHORD 2-26=-628/527,25-26=-711/531,23-25=-824/1491,22-23=-959/1753,21-22=-1310/2348, 19-21=-2013/3707, 17-19=-2013/3707, 16-17=-1836/3688, 9-17=-148/254 WEBS 5-25=-769/342, 5-23=-180/432, 6-22=-453/895, 7-22=-413/197, 8-22=-323/157, 8-21=-626/1014, 9-21=-1645/822, 10-16=734/1181, 3-25=-1063/2283, 3-26=-2268/932, 12-14=-922/1764,11-14=-1496/685,9-16=-1239/630,14-16=-882/1731,11-16=-601/1320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left 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) 9. 5) Plate(s) at joint(s) 9 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=982, 26=1100. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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 A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 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 J33736 GHO Lot 97 Veit Residence T11022736 J32975-J32975A A20 HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:55 2017 Page 1 I D:ACzXF5ZNyEa—pNQ9dnkZfEyGOD2-LFtxniolHaDFQDzdlma7?t8Oz2evhkdCZ?J2CrzKYpg -2-0-0 6-9-4 13-2-0 20-0-0 27-6-0 34-6-0 36-3-0,38-6-0 , 44-8-0 2-9-4 6.4-12 7-2-0 7-2-0 7-0-0 1-9-0 2-3-0 6-21 Scale = 1:82.9 6.00 12 5x5 = 3x8 = 5x5 = 5 23 6 7 3x6 = cnY ono — �nY ono — YnY — 13 12 8xl0 = 11 3x4 11 5x5 = 17 6-9-4 13-2-0 20-4-0 27.6-0 38-6 0 , 44-8-0 34-6-0 86-3-0118 r 6-9� 6-4-12 7-2-0 7-2-0 7-M 1-9-0 2-3-0 6-2-0 Plate Offsets KY)—I5:0-2-8,0-2-41,I7:0-2-8,0-2-41,I9:0-5-8,0-2-41,f11:0-24,0-3-01.f14:0-6-5,0-3-51.f16:0-4-0.Edgel.It8:0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.58 15-16 >924 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.86 15-16 >621 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.40 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 265 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-8,8-9: 2x4 SP 285OF 1.8E, 14: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. Except: BOT CHORD 2x4 SP 285OF 1.8E *Except* 10-0-0 oc bracing: 12-14 11-13: 2x4 SP No.2, 9-12: 2x4 SP No.3 WEBS 1 Row at midpt 6-18, 6-16, 8-16, 10-14 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 14 10-14: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2166/0-8-0, 11=2028/Mechanical Max Horz 2=423(LC 7) Max Uplift 2=-1042(LC 4), l l=-1078(LC 4) Max Grav 2=2166(LC 1), 11=2054(LC 14) + FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3801/1869, 3-5=-3225/1700, 5-6=-2810/1545, 6-7=-3248/1854, 7-8=-3672/1998, 8-9=4981/2725, 9-10=-3903/2012, 10-11=-2000/989 BOT CHORD 2-19=-1601/3309, 18-19=-1601/3309, 17-18=1740/3375, 16-17=-1740/3375, 15-16=-2742/5032,14-15=-1847/3419 WEBS 3-18=-597/307, 5-18=-672/998, 6-18=-956/468, 6-17=225/342, 6-16=441/97, 7-16=-742/1123, 8-16=-2055/1151, 10-14=-1636/3321, 8-15=-1161/505, 9-15=1124/2008 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-sec6nd gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left 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. 5) Plate(s) at joint(s) 16 checked for a plus or minus 2 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1042, 11=1078. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 ANSIITP11 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 f r Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022737 J32975-J32975A A21 HIP TRUSS 1 1 Job Reference o tional Last coast I fuss, K. Fierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:25:57 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-He?hCOp?pCTyfX70tBcb4lDuzsJk9euVOJo9GkzKYpe i-2-0-0 i 5-9-4 11-0-0 i 17-3-4 i 23-4-12 29-8-0 33-2-0 36-8.0 40-8-0 44-8-0 2-0-0 5-2-12 6-3-4 6-1-8 6-3-4 3-6-0 3-6-0 4-0-0 4.0-0 6.00 12 5x8 = 2x4 II 3x6 = 3x4 = 5x8 = 5 37 38 6 7 8 39 9 Scale = 1:81.4 m o I _ IN 1N 3x6 = 3x6 II 2x4 II 3x6 II 5x8 = --- _--. V'•V V^ 19 16 15 14 2x4 I I 3x6 II 2x4 II 3x6 II 2x4 I 2x4 II 5x5 = 2x4 II i 4-1-8 8x12 = Ot$$ 9-11-8 i 1 I II II 5x5 = 37-3-0 9-&0 11-0-0 17-3-4 23-0-12 29-8-0 332-0 363-0 3 0 40A-0 44-e-0 1-N-8 4-0.12 3-10-12 1-4-0 6-3-4 6-1-8 6-3-0 3-6-0 3-1-0 0-b 3-5-0 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 1.26 Rep Stress Incr YES Code FBC2014rrPI2007 CSI. TC 0.35 BC 0.63 WB 0.72 Matrix -MS DEFL. in (loc) I/deft L/d Vert(LL) 0.43 21-22 >999 240 Vert(TL) -0.96 21-22 >558 180 Horz(TL) 0.48 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 297 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 2850F 1.8E TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, BOT CHORD 2x4 SP 2850F 1.8E *Except* except end verticals. 12-15: 2x4 SP No.3, 26-31: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 8-1-0 oc bracing: 2-25 13-17: 2x4 SP 2850F 1.8E, 12-18: 2x4 SP No.2 8-2-0 oc bracing: 24-25 WEBS 1 Row at midpt 8-23 JOINTS 1 Brace at Jt(s): 25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation vide. REACTIONS. (lb/size) 2=2161/0-8-0, 14=2001/Mechanical Max Horz 2=375(LC 7) Max Uplift 2=-813(LC 9), 14=-670(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3802/1272, 3-5=-3383/1209, 5-6=-3811/1420, 6-8=-3811/1420, 8-9=4021/1489, 9-10=-4026/1444, 10-11=-5025/1723, 11-12=-6148/2066, 12-13=-3982/1297, 13-14=-1923/653 BOT CHORD 2-25=-939/3315, 24-25=-939/3315, 23-24=-742/2959, 22-23=-1099/4021, 21-22=-944/3577, 20-21 =-1 290/4473, 18-20=-1903/6246, 17-1 8=-1 018/3558 WEBS 3-24=-516/227, 5-24=-84/405, 9-21=-341/1077, 10-21 =-1 345/512, 13-17=-1028/3463, 9-22=-207/746, 5-23=-384/1224, 8-22=-369/175, 6-23=-456/232, 8-23=-358/94, 10-20=-346/1128, 11-18=-1382/513, 12-18=-964/2907, 11-20=-2056/710 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 21, 23. 5) Plate(s) at joint(s) 21 and 23 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=813, 14=670. WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 pal' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p p iTek" 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 ivi 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 0 J Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022738 J32975-J32975A A22 HIP TRUSS 1 1 Job Reference o tional Last coast i russ, rt. Pierce, rL 3494e 8.11 U s Apr 13 2017 Mil ek Industries, Inc. Tue May 2 11:25:59 2017 Page 1 ID:AC7XF5ZNyEa_pN Q9d nkZfEyGO D2-E 16Sd4rFLpjgurH O—ce39jJBCf?ZdUPoUd HFLczKYpc i-2-0-0 , 4-9-0 9-0-0 14-0-0 20-8-14 26-4-0 31-8-0 34-5-8 39-5-0 44-8-0 2-0-0 4 4-9 4-2-12 5-0-0 6-8-14 5-7-2 5-4-0 2-9-8 4-11 8 5-3-0 3x8 = Sx8 = 2x4 II 3x6 = 2x4 II 5x8 = 6.00 12 4 35 5 6 7 8 36 37 9 5x5 = Scale = 1:81.6 �vd II SvF = 7 r- d �h m lN 3x5 = --- —... .. 2x4 11 2x4 11 2x4 11 2x4 11 18 17 16 15 14 13 2x4 II 2x4 11 2x4 II 2x4 II 4x8 = 4x6 — 4x8 = US II 3x4 = 8x10 = OIB-8 9-11-8 i 11=M -9-4 9-0-0 9 8 - -0 -8-0 20-5- 4 26 -0 31-8-0 5-8 39-5-0 44-8-0 1-8-8 3-0-12 4-2-12 0-8- 4-0-0 3 8-0 3-0-14 5-7-2 -0- 4-4-0 2-9 8 4-11 8 5-3-0 Plate Offsets (X.Y)— I4:0-6-0.0-2-81.I9:0-6-0.0-2-81,I14:0-1-8.0-1-81.I16:0-2-12.0-1-81 I19:0-4-8.Edge1 f21:0-4-0.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.42 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.95 19-20 >562 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.32 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 300 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, BOT CHORD 2x4 SP 285OF 1.8E *Except* except end verticals. 8-17: 2x4 SP No.3, 24-29: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-10 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 17-19 16-19,9-19: 2x4 SP 285OF 1.8E WEBS 1 Row at midpt 12-13, 7-21, 10-14 JOINTS 1 Brace at Jt(s): 23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation vide. REACTIONS. (lb/size) 13=2005/Mechanical, 2=2169/0-8-0 Max Horz 2=406(LC 7) Max Uplift 13=669(LC 9). 2=-81 O(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3802/1254, 3-4=-3526/1234, 4-5=-4222/1512, 5-7=-4222/1512, 7-8=-4682/1648, 8-9=4657/1641, 9-10=-3181/1180, 10-11=-1806/712, 11-12=-1806/712, 12-13=-1963/687 BOT CHORD 2-23=-966/3320, 22-23=-966/3320, 21-22=-840/3114, 20-21 =-1 433/4927, 19-20=-1433/4927, 8-19=-403/208, 14-16=-901/3023 WEBS 3-22=-330/147, 4-22=-61/297, 7-19=-427/109, 16-19=835/3065, 9-19=-831/2763, 9-16=-877/206, 10-16=-462/250, 11-14=-410/225, 12-14=842/2550, 5-21=-432/221, 7-20=0/297, 4-21=-496/1556, 7-21=-910/273, 10-14=1755/604 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpl=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) 21. 5) Plate(s) at joint(s) 21 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=669, 2=810. AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 verity 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 WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� 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 r r Job Truss Truss Type City Ply J33736 GHO Lot 97 Veit Residence T11022739 J32975-J32975A A23 HALF HIP TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:00 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-iDgggQst67rXW?rbYJ9liwrFO3HZMyEyiH1 pt2zKYpb r -2-0-0 1 2-8-0 i 7-0-9 i 14-8-7 22-8-4 i 30-8-0 i 37-0-9 44-8-0 2-0-0 2.8-0 4-4-0 7-8-7 7-11-13 7-11-13 6-4-9 7-7-7 5x6 = 6.00 12 3 m d it 0 2x4 I 3x4 = 3x6 = 3x8 = 3x6 = 4x4 = 25 264 5 6 27 2878 9 Scale = 1:80.2 46 = 10 3x6 = 21 19 2x4 // 16 15 29 14 30 13 12 31 11 3x6 II 3x6 II 7x10 = 5x6 = 5x8 = 4x6 = 4x6 II 3x6 II I 6-3-8 1-8-8 3-94 RB-6 da A 0.-11 A 377 22-84 7 67-090.474--7-07A7 7-11-132-12 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 0.98 BC 0.81 WB 0.93 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) 0.38 14 >999 240 Vert(TL) -0.86 13-14 >622 180 Horz(TL) 0.19 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 279 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. Except: BOT CHORD 2x4 SP No.1 'Except' 6-9-0 oc bracing: 2-20 15-21,11-13: 2x4 SP No.2, 3-16: 2x4 SP No.3 WEBS 1 Row at midpt 10-11, 10-12, 6-15, 15-17, 4-17, 6-13 WEBS 2x4 SP No.3 "Except* JOINTS 1 Brace at Jt(s): 17, 18 10-12,15-17: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1989/Mechanical, 2=2185/0-8-0 Max Horz 2=372(LC 7) Max Uplift 11=672(LC 9), 2=-808(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ' TOP CHORD 2-3=-3646/1187, 3-4=-3273/1162, 4-6=-3560/1329, 6-7=-3468/1295, 7-9=-3468/1295, 9-10=-2296/899,10-11=-1918/696 BOT CHORD 2-20=-875/3169, 18-20=-875/3169, 17-18=-922/3287, 14-15=-1242/4042, 13-14=-1242/4042,12-13=-651/2296,16-17=0/266,3-17=-333/1264 WEBS 10-12=-953/2823, 9-12=-1540/607, 9-13=525/1555, 6-15=-673/196, 15-17=-1090/3576, 4-17=-475/184, 7-13=-484/253, 6-13=-770/237, 6-14=0/350, 4-15=-443/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 13, 14. 5) Plate(s) at joint(s) 13 and 14 checked for a plus or minus 3 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=672,2=808. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 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 piTek' 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, Sufte 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J33736 GHO Lot 97 Veit Residence T11022740 J32975-J32975A A24 HALF HIP TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:02 2017 Page 1 I D:ACzXF5ZNyEa_1N Q9d nkZfEyGOD2-eboaF6t8ek5Fll?zfkCm nLxj Rtxp q szEAb Wwyxz KYpZ -2-0-0 2-8-0 5-0-0 13-0-4 19-4-15 25-11-9 28-9-0 38-7-2 44-4-8 44 -0 2-0.0 2-8-o 2-4-0 8.0-4 6-4-11 6.6.11 2-9-11 9-9-14 5-9-6 0. 8 Sx5 = 6.00 FIT 3 Scale = 1:80.2 3x4 = 5x12 = 3x8 = 3x6 = 2x4 II 4x4 = 4x6 = 4 26 5 6 27 287 8 9 10 JJlO - e.[IU 22 20 17 16 15 14 13 12 11 2x4 '/ 3x4 II Bx8 = 3x4 = 5x6 = 5x8 = 4x6 = 3x6 II 3x6 II 3x6 I I I_Q11-8-8 2-9-4 28-11-0 Or8-Q 2-8-QI 5-0-0 134" 19-0-15 IN. 5-11 28-9-0 38-7-2 44-8-0 d-e-8 0'-11-8' 2-2-12 ' 8-0-0 6-0-11 6.11 2-9-11 0-1! 2 9-8-2 6-0-14 O d N 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 CS1. TC 0.50 BC 0.95 WB 0.92 Matrix -MS DEFL. in (loc) Vdeft Lid Vert(LL) 0.45 14-15 >999 240 Vert(TL) -0.97 14-15 >549 180 Horz(TL) 0.17 11 n/a n/a PLATES GRIP MT20 2441190 Weight: 273 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E "Except* TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP 285OF 1.8E *Except* BOT CHORD Rigid ceiling directly applied or 6-5-9 oc bracing. Except: 3-17: 2x4 SP No.3 8-6-0 oc bracing: 2-21 WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 10-11, 5-16, 6-13 10-12,9-13: 2x4 SP No.2, 16-18: 2x4 SP 285OF 1.8E JOINTS 1 Brace at Jt(s): 18, 19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 11=1988/Mechanical, 2=2186/0-8-0 Max Horz 2=303(LC 7) Max Uplift 11=671(LC 9), 2=-808(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3490/1116, 3-4=-3369/1170, 4-5=-3976/1447, 5-6=-4769/1710, 6-8=-3842/1398, 8-9=3842/1398, 9-10=-2300/878, 10-11 =-1 931/690 BOT CHORD 2-21=-839/3064, 19-21=-839/3064, 18-19=-961/3368, 15-16=-1510/4757, 14-15=-1512/4771, 13-14=-151214771, 12-13=-675/2300, 3-18=-406/1432 WEBS 10-12=-970/2871,16-18=-1259/3986,4-18=-721/293,3-19=-440/173,4-16=-325/203, 5-16=-979/328, 8-13=-428/224, 9-12=-1629/624, 9-13=-656/1945, 6-14=0/270, 6-13=-1124/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=601t; L=449ft; eave=46ft; 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, 14. 5) Plate(s) at joint(s) 16 checked for a plus or minus 2 degree rotation about its center. 6) Plate(s) at joint(s) 13 and 14 checked for a plus or minus 3 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 11=671. 2=808. WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 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 �y� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pp/�iTek" 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 t a Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence � T11022741 J32975-J32975A A25 HALF HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:03 2017 Page 1 i ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-6oMySRumP2D6NSaADRj?JZTtVHKZZJf00FFTUNzKYpY -2-0-0 2-8-0 3- 0 1 10-0-8 16-11-4 23-10.0 30-8.12 37-7-8 44-4-8 44 -0 2-0.0 2-6-0 0- -0 j 7-0-8 6-10-12 6-10-12 6-10-12 6-10-12 6-9-0 0- 8 6.00 12 8x8 3 �I0 d N 6x8 = 5x5 = 6x8 = 4x8 = 3x6 4x6 = 4 26 27 5 6 7 828 9 29 Scale = 1:80.2 4x6 = 6x8 = 10 11 0 d N 3x6 = 22 19 18 17 16 15 14 13 12 4x6 II 12x12 = 3x6 II 8x8 = 8x8 = 4x8 = 3x8 II 10x14 = II 3x8 II 1-8.8 3-0.0 -8- 10.0-8 16-11-4 23-10-0 30-8-12 37-7-8 37 -0 4 is-0 -8- 0-11- 7-0.8 6-1L12 6-10-12 6-10-12 6-10-12 0-1-12 6-10-12 LOADING (psf) TCLL 20.0 TCDL 16.0 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/TP12007 CSI. TC 0.54 BC 0.73 WB 0.95 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/deft Ud 0.42 15-16 >999 240 -0.89 15-16 >603 180 0.08 12 n/a n/a PLATES GRIP MT20 2441190 Weight: 391 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x8 SP DSS 'Except` TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, 1-3: 2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x8 SP DSS 'Except' BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. Except: 2-20: 2x4 SP 2850F 1.8E, 3-18: 2x4 SP No.3 8-3-0 oc bracing: 2-21 WEBS 2x4 SP No.3 `Except MiTek recommends that Stabilizers and required cross bracing 11-13,10-14,6-17,9-15,6-15: 2x4 SP 285OF 1.8E be installed during truss erection, in accordance with Stabilizer 17-20,4-20: 2x6 SP DSS Installation uide. REACTIONS. (lb/size) 12=1990/Mechanical, 2=2185/0-8-0 Max Horz 2=218(LC 7) Max Uplift 12=671(LC 9), 2=-808(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3587/1128, 3-4=-3353/1091, 4-6=-4778/1684, 6-7=-6761/2351, 7-9=-6761/2351, 9-10=-5836/2042, 10-11=-3623/1294, 11-12=-1907/683 BOT CHORD 2-21=-880/3168, 20-21=-880/3173, 18-20=-429/208, 3-20=-376/1367, 16-17=-2077/6361, 15-16=-2077/6361, 14-1 5=-1 897/5836, 13-14=-1150/3623 WEBS 11-13=-1337/3963, 10-13=-1557/619, 4-17=-320/222, 10-14=-826/2445, 6-17=-1756/594, 9-14=-906/391, 9-15=-341/1022, 6-15=-223/448, 7-15=-482/249, 17-20=-154414785, 4-20=-1488/606, 19-21=-152/474 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; 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) 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 100 lb uplift at joint(s) except (jt=lb) 12=671, 2=808. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 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 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 iw iTe �• 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 f � , It Job Tniss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence j T11022742 J32975-J32915A A26G HALF HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 1 -2-0-12 , 6-2-7 11-7-5 11-1-42-0-12 6-2-7 ! 5-4-15 5-5-15 6.00 12 5x5 = 3x4 11 2 3 N 3x4 = 26 27 4 28 29 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-XN155TwehzchEwJkuaGi: 2-7-11 28-1-2 33-6-10 39-0-1 5-5-4 5-5-7 5-5-7 5-5-7 3x6 = 4x6 = 2x4 II 4x8 = 3x6 = 3x6 = 530 631 32 33 7 34 35 836 9 37 10 38 39 40 2 11:26:06 2017 Pagel iUQkmgjg5DU75izKYpV 44-7- 4 5-7-3 Scale=1:78.7 3x4 = 3x6 = 3x4 = 4x6 = 11 41 42 12 13 43 44 14 25 45 46 47 24 48 49 23 §2 51 52 21 53 54 20 19 55 56 57 18 58 59 17 60 61 62 16 63 64 15 5x6 = 3x4 = 3x6 = 5xl2 3x6 = 3x4 = 5x6 = 3x8 = 3x6 II 3x4 = 4x6 = i 6-2-7 11-7-5 17-1-4 22-7-11 28-1-2 33-6-10 39-0-1 W-1 6-2-7 5-4-15 5-5-15 5-6-7 5-5-7 5-5-7 5-5-7 5-7-3 Plate Offsets (X.Y)-- 13:0-2-8.0-2-41. I6:0-3-O.Edgel, I8:0-3-8,0-2-01, 116:0-3-8,0-1-81.117:0-2-8,0-3-41. 121:0-6-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 TCDL 15.0 Lumber DOL 1.25 BC 0.44 BCLL 0.0 Rep Stress Incr NO WB 0.93 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.1 'Except* 1-3,12-14: 2x4 SP No.2 BOT CHORD 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 *Except* 14-15,2-25: 2x6 SP No.2, 7-21: 2x8 SP No.2, 14-16: 2x4 SP No.2 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.27 17-18 >999 240 MT20 244/190 Vert(TL) -0.59 17-18 >557 180 Horz(TL) 0.10 15 n/a n/a Weight: 243 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 10-20 2 Rows at 113 pts 8-21 MTek recommends that Stabilizers and required cross bracing b .In during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 15=1604/Mechanical, 25=890/0-7-4, 21=3889/0-3-8 Max Hors 25=167(LC 5) Max Uplift 15=555(LC 9), 25=-396(LC 9), 21=-1364(LC 9) Max Grav 15=1665(LC 27). 25=921(LC 25), 21=4052(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=819/342, 4-5=-211/382, 5-7=-1017/3136, 7-8=-1017/3136, 8-10=943/339, 10-11=-3302/1133, 11-13=-3941/1352, 13-14=-2894/1005, 14-15=1563/575, 2-25=-325/374 BOT CHORD 23-24=-291/826, 21-23=-440/193, 20-21=312/937, 18-20=-1066/3291, 17-1 8=1 305/3926, 16-17=-970/2874 WEBS 7-21=-631/345, 5-21=-3050/1034, 3-24=-290/703, 5-23=-122/747, 4-23=-1299/440, 3-25=-677/302, 14-16=-101613058, 8-21=4441/1493, 13-16=-1096/503, 8-20=303/1296, 13-17=-383/1162, 10-20=-2605/876, 11-17=-278/221, 10-18=-54/585, 11-18=-706/264 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) except Qt=lb) 15=555, 25=396, 21=1364. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 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' 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 J33736 GHO Lot 97 Veit Residence T11022742 J32975-J32975A A26G HALF HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:06 2017 Page 2 I D:ACzXF5ZNyEa_pN Q9dnkZfEyGOD2-XN 155Twehzch EwJkuaGixB5HaUQkmgjg5D U75izKYpV NOTES- 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 Ib down and 124 Ib up at 0-11-4. 162 Ib down and 115 Ib up at 3-0-12, 162 Ib down and 115 Ib up at 5-0-12, 162 Ib down and 115 Ib up at 7-0-12, 162 Ib down and 115 Ib up at 9-0-12, 162 Ib down and 115 Ib up at 11-0-12, 162 Ib down and 115 Ib up at 1320-12, 162 Ib down and 115 Ib up at 15-0-12, 162 Ib down and 115 Ib up at 16-10-12, 162 Ib down and 115 Ib up at 19-0-12, 162 Ib down and 115 Ib up at 21-0-12, 162`Ib down and 115 Ib up at 23-0-12, 162 Ib down and 115 Ib up at 25-0-12, 162 Ib down and 115 Ib up at 27-0-12, 162 Ib down and 115 Ib up at 29-0-12, 162 Ib down and/'115 Ib up at 31-0-12, 162 Ib down and 115 Ib up at 33-0-12, 162 Ib down and 115 Ib up at 35-0-12, 162 Ib down and 115 Ib up at 37-0-12, 162 Ib down and 115 Ib up at+39-0-12, and 162 Ib down and 115 Ib up at 41-0-12, and 162 Ib down and 115 Ib up at 43-0-12 on top chord, and 54 Ib down at 1-0-12, 54 Ib down at 3-0-12, 54 Ib down at 5-0-12, 54 Ib down at 7-0-12, 54 Ib down at 9-0-12, 54 Ib down at 11-0-12, 54 Ib down at 13-0-12, 54 Ib down at 15-0-12, 54 Ib down at 16-10-12, 54 Ib down at! 19-0-12, 54 Ib down at 21-0-12, 54 Ib down at 23-0-12, 54 Ib down at 25-0-12, 54 Ib down at 27-0-12, 54 Ib down at 29-0-12, 54 Ib down at 31-0-12, 54 Ib down at 33-0-12, 54 Ib down at 35-0-12, 54 Ib down at 37-0-12, 54 Ib down at 39-0-12, and 54 Ib down at 41-0-12, and 54 Ib down at 43-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=70, 3-14=70, 15-25=20 Concentrated Loads (lb) Vert: 3=-68(F) 6=-68(F) 7=-68(F) 16=34(F) 13=-68(F) 12=-68(F) 9=-68(F) 21=-34(F) 26=68(F) 27=-68(F) 28=-68(F) 29=68(F) 30=-68(F) 33=-68(F) 34=68(F) 35=-68(F) 36=-68(F) 37=-68(F) 38=-68(F) 40=-68(F) 41=-68(F) 42=-68(F) 43=-68(F) 44=-68(F) 45=-35(F) 46=-34(F) 47=-34(F) 48=-34(F) 49=-34(F) 50=-34(F) 51=-34(F) 52=-34(F) 53=-34(F) 54=-34(F) 55=-34(F) 56=-34(F) 57=34(F) 58=-34(F) 59=-34(F) 60=-34(F) 61=-34(F) 62=-34(F) 63=-34(F) 64=-34(F) WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 WOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iT®k� 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 ANSIITP11 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 J r Job Truss Type Qty Ply J33736 GHO Lot 97 Veit ResidenceT11022743 PISS J32975-J32975A 1G COMMON GIRDER 1 2 ! Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:08 2017 Page 1 I D:ACzXF5ZNyEa_p N Q9d nkZf EyGO D2-Tl9rW9yvDasOTDT70 IAOcBdJlzoEaO7Y WzE9bzKYpT 23-7.0 -2-0.0 -0 3 0 4-3-0 0-12 6-4.6 11.8-0 14-11-14 18-3-12 9-1-0 22-2-0 23-4-0 25-4-0 9-12 3-'10 3-3.10 3.3-14 3-3-14 .9-4 3.1.0 1-2-0 1-9.0 0-3-0 Scale:l/4"=1' 5x8 M18SHS = 6.00 12 5 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. sx8 ! sx8 4 6 4x4 % 3x8 cL 3 7 6x12 M18SHS IA II 81x4 II 'r 1x4 II 2 1x4 II d 1 25 26 27 28 • 9 29 30 31 ' 1 14 13 12 11 10 4x I 7x1'' =HUS26 = = = = 8x8 7x6 1ox10 HTU210 HTU2 M18SHS 7x6 7x6 4x8 = HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 5-0-12 8 4 6 9-5-5 , 11-8-0 13-10-11 1p-11-14 18-3-12 23-4-0 5-0-12 3-3-10 1-0-15 2-2-11 -1- 2-2-11 13 3-3-14 5-04 Plate Offsets (X,Y)-- [1:0-2-4,0-0-8], [2:0-6-5,Edge], [3:0-0-12,0-2-0], [4:0-2-12,0-3-0], [6:0-3-0,Edge], [8:0-6-5,Edge], [8:0-5-0,0-3-0], [9:0-2-4,0-0-8], [10:0-3-0,0-4-12], H 1:0-2-8.0-5-81.112:0-5-0.0-6-01. 113:0-2-8.0-5-41. 114:0-4-0.0-6-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.35 13 >790 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.68 12-13 >409 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.19 8 Wa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 387 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc puffins. 1-4,6-9: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 7-3-8 oc bracing. BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.3 'Except' 5-12,3-14,7-10: 2x6 SP No.2, 4-13,6-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 `Except' 2-14,8-10: 2x4 SP No.2 REACTIONS. (Ib/size) 2=10728/0-8-0, 8=8655/0-8-0 Max Horz 2=302(LC 7) Max Uplift 2=-4725(LC 9), 8=-3274(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=21400/8980, 3-4=-17133/6772, 4-5=-13482/5207, 5-6=-13482/5207, 6-7=16596/6219, 7-8=-18873/6919 BOT CHORD 2-14=-7863/19122, 13-14=-7863/19122, 12-13=-5910/15582, 11-12=-5363/15037, 10-11=-6006/16835, 8-10=-6006/16835 WEBS 5-12=4499/11714, 3-14=-2384/4413, 4-13=-2413/5436, 3-13=-4745/2578, 4-12=-5351/2435, 7-10=-737/2242, 6-11 =1 542/4566, 6-12=4531/1610, 7-11=2487/884 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=4725, 8=3274. 9) Use Simpson Strong -Tie HTU210 (20-10d Girder, 32-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 2-3-4 from the left end to connect truss(es) to front face of bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.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 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 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 Trljss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T71022743 J32975-J32975A B01„G COMMON GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:08 2017 Page 2 I D:ACzX F5ZNyEa_pN Q9d nkZfEyGO D2-TI9rW9yvDasOTDT70_IAOcBdJlzoEaO7Y WZ E9bzKYpT NOTES- 10) Use Simpson Strong -Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-2-0 oc max. starting at 4-3-4 from the left end to 16-3-4 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong -Tie NUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 18-3-4 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard i 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=70, 5-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 13=1981(F)10=-1584(F)25=-1764(F)26=-1763(F)27=-2008(F)28=-1985(F)29=-1969(F)30=-1968(F)31=-1970(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MTek0 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 ANSIITPI1 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 J33736 GHO Lot 97 Veit Residence T11022744 J32975-J32975A B02 COMMON 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:09 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-xyjEjVyX_u_F5N2JaigPZgjxLhQWzCpGnAini1 zKYpS -2-0-0 -0 3 0 6-1-4 11-8-0 17-2-12 23-4-0 23 7 025-4-0 6-1-4 5-6-12 5-6-12 6-1-4 0-3-0 1-9-0 4x4 = 6.00 12 Scale = 1:47.0 K4 11 'd 6 7-11-8 15A-8 234-0 7-11-8 7-5-0 7-11-8 Plate Offsets (X,Y)--f1:0-2-4,0-0-81,i2:0-1-12,0-1-81.f8:0-1-12 0-1-81 i9:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.12 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.29 10-12 >973 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 118 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=1195/0-8-0, 8=1195/0-8-0 Max Horz 2=-302(LC 6) Max Uplift 2=-489(LC 9), 8=-489(LC 9) Max Grav 2=1219(LC 13), 8=1219(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1734/600, 3-5=1542/620, 5-7=-1544/620, 7-8=-1735/600 BOT CHORD. 2-12=-342/1672, 10-12=-99/1083, 8-10=-342/1474 WEBS 5-10=-199/666, 7-10=-438/254, 5-12=-199/665, 3-12=438/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=489, 8=489. 6) 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 M11.7473 rev. 10/01/2015 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 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 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 J33736 GHO Lot 97 Veit Residence T11022745 J32975-J32975A B03 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:10 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-P8Hcwrz91B66jXcW7PLe61 G7150CibOQ?gSLETzKYpR -2-0-0 -0 3 0 5-9-4 11-0-0 12-4-0 17-6-12 23-4-0 23 7 025-4-0 1-9-0 0- 5-9-4 5-2-12 1-4-0 5-2-12 5-9-4 0- 1-9-0 6.00 12 4x4 = 4x4 = Scale = 1:48.7 K4 11 l `d d 3x4 = 1x4 II 3x4 = 1x4 II 3x4 = 3x4 = 3x4 = 5-9-4 11-0-0 , 12-4-0 , 17-6-12 23-4-0 5-9-4 5-2-12 1 4-0 5-2-12 5-9-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 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=1195/0-8-0, 9=1195/0-8-0 Max Horz 2=-288(LC 6) Max Uplift 2=-489(LC 9), 9=-489(LC 9) CSI. DEFL. in (loc) I/deft L/d TC 0.31 Vert(LL) 0.07 14-15 >999 240 BC 0.41 Vert(TL) -0.18 14-15 >999 180 WB 0.44 Horz(TL) 0.07 9 n/a n/a Matrix -AS PLATES GRIP MT20 244/190 Weight: 128 lb FT = O% 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=-1774/589, 3-5=-1273/504, 5-6=-1067/501, 6-8=-1273/504, 8-9=-1774/589 BOT CHORD 2-15=-337/1629, 14-15=-337/1629, 12-14=-115/1083, 11-12=-337/1513, 9-11=337/1513 WEBS 3-14=-629/256, 5-14=-106/335, 6-12=-106/334, 8-12=632/256 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=489,9=489. 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 MITEK REFERENCE PAGE MII.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 ANSI/TPI7 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 J33736 GHO Lot 97 Veit Residence T11022746 J32975-J32975A B04 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:11 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-tKr 8A nVN/EzLhBih7steFpHaV3ER6aZEUBumwzKYpQ -2-0-0 -0 3 0 4-9-4 9-0-0 14-4-0 18-6-12 23-4-0 23 7 o 25-4-0 1-9.0 0- 0 4-9-4 4-2-12 5-4-0 4-2-12 4-9-4 0- - 1-9-0 4x4 = 4x8 = 4 24 255 9-M 14-4-0 23-4-0 9-0-0 5-4-0 9-M LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 CSI. DEFL. in (loc) I/deft Ud TC 0.34 Vert(LL) -0.12 9-23 >999 240 BC 0.74 Vert(TL) -0.34 9-23 >826 180 WB 0.19 Horz(TL) 0.07 7 n/a n/a Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1195/0-8-0, 7=1195/0-8-0 Max Horz 2=-244(LC 6) Max Uplift 2=-489(LC 9), 7=-489(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1760/642, 3-4=1448/548, 4-5=1244/536, 5-6=-1447/548, 6-7=-1759/643 BOT CHORD 2-11=-400/1603, 9-11=-205/1243, 7-9=-400/1513 WEBS 3-11=-389/221, 4-11=-60/333, 5-9=-60/332, 6-9=391/221 Scale: 1/4"=1' PLATES GRIP MT20 244/190 Weight: 123 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=489, 7=489. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/z" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NUTEK 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 C-•�Y©q a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iiAiTek• 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 ANSI1TP11 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 J33736 GHO Lot 97 Veit Residence T11022747 J32975-J32975A B05G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:13 2017 Page 1 I D:ACzXF5ZNyEa_p N Q9d n kZfEyGOD2-pjzkZsO126 Uha_L5pYu Ljgu WjJh_vufsio g?rozKYpO -2-0-0 -0 3 0 3-9-4 7-0-0 10-2-0 11-8-0 13-2-0 16-4-0 19-6-12 23-4-0 23 7 0 25-4-0 1-9-03-9-4 3-2-12 3-2-0 1-6-0 1-6-0 3-2-0 3-2-12 3-9-4 0- 1-9-0 Scale = 1:50.9 4x4 II 4x8 = 4x6 = 36 6 37 A� = 4x8 = (4 11 4x8 = 5x5 = 3x4 = 3x8 M18SHS = 5x5 = 4x8 = 3x4 = 4x10 = 4A0 = 3-9 4 7-0-0 10- -2- 2-0 11 8-0 13.6 4 � 1- 0 , 1-0 19 6-12 23 4-0 A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.25 17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.51 17 >546 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 147 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except* TOP CHORD Structural wood sheathing directly applied or 1-11-9 oc purlins. 1-4,8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. BOT CHORD 2x4 SP No.2 *Except* JOINTS 1 Brace at Jt(s): 17 2-16,10-16: 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 6-17: 2x4 SP No.2 Installation uide. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2707/0-8-0, 10=2706/0-8-0 Max Horz 2=232(LC 24) Max Uplift 2=-1107(LC 9), 10=-1107(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4995/1937, 3-4=-4849/1910, 4-5=-4946/1925, 5-6=-3818/1495, 6-7=-3818/1495, 7-8=-4943/1926, 8-9=-4847/1910, 9-10=-4993/1938 BOT CHORD 2-21=-1556/4400, 18-21=-1486/4352, 13-18=-1662/4931, 12-13=-1487/4350, 10-12=-1557/4370 WEBS 4-21=-401/991, 4-20=-272/948, 18-20=-288/936, 18-19=-543/205, 5-19=-489/204, 13-15=-549/203, 7-15=-493/203, 13-14=-288/936, 8-14=-272/946, 8-12=-401/991, 6-17=-1134/2948, 7-17=-2156/851, 5-17=-2162/849, 3-21=-332/315, 9-12=-334/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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 100 lb uplift at joint(s) except Qt=lb) 2=1107, 10=1107. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 175 lb up at 7-0-0, 343 lb down and 183 lb up at 9-0-12, 201 Ib down and 156 lb up at 11-0-12, 201 lb down and 156 lb up at 12-3-4, and 343 lb down and 183 lb up at 14-3-4, and 224 lb down and 175 lb up at 16-4-0 on top chord, and 590 lb down and 277 lb up at 7-0-0, 363 lb down and 202 lb up at 7-6-12, 46 lb down at 11-0-12, 46 lb down at 12-3-4, and 363 lb down and 202 lb up at 15-9-4, and 590 lb down and 277 lb up at 16-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). A 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 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 T ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p pi E 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 J33736 GHO Lot 97 Veit Residence T11022747 J32975-J32975A B05G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:13 2017 Page 2 1 D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-pjzkZs0126Uha_L5pYuLjguWjjJh_vufsiog?rozKYpO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 a Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-6=-70, 6-7=-70, 7-8=-70, 8-11=-70, 28-31=-20, 14-20=-20 Concentrated Loads (lb) Vert: 4=-140(B)8=-140(B)16=-35(B)21=-576(B)12=-576(B)34=-160(B)36=-169(B)37=-169(B)39=-160(B)40=-363(B)42=-35(B)44=-363(B) WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 !1 i��l.K° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 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 J33736 GHO Lot 97 Veit Residence T11022748 J32975-J32975A C01G ROOF SPECIAL GIRDER 1 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:15 2017 Page 1 ID:FOzOEfHnMVNaUw,bMujnL80yhM15-m64V Y11akkPplVTwzxpp5zgW6TDNmL99696vhzKYpM -2-0-0 Or3,0 5-0-12 8-6-0 12-3-0 16-7-8 1-9-0 03 0 5-0-12 3-54' 3-9-0 44-8 Scale = 1:32.9 4x6 11 5-0-12 8-6-0 12-3-0 16-7-8 5-0-12 3-5-4 3-9-0 4-4-8 Plate Offsets (X,Y)--I1:0-2-4,0-0-81.12:0-4-0,0-1-121,110:0-5-0.0-6-41 111:0-4-8.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 TCDL 15.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 Rep Stress Incr NO WB 0.78 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.2 *Except* 6-7: 2x8 SP No.2, 3-11,3-10: 2x4 SP No.3, 5-8: 2x6 SP No.2 6-8: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=7865/0-4-0, 2=5367/0-8-0 Max Horz 2=266(LC 7) Max Uplift 7=-2825(LC 9), 2=-2109(LC 9) DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) 0.15 8-10 >999 240 MT20 244/190 Vert(TL) -0.31 8-10 >634 180 M18SHS 244/190 Horz(TL) 0.06 7 n/a n/a Weight: 268 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11211/4194, 3-4=-8355/3090, 4-5=-8364/3086, 5-6=-9788/3569, 6-7=-7232/2629 BOT CHORD 2-11=-3749/9990, 10-11=-3749/9990, 8-10=-3645/10214, 7-8=-359/917 WEBS 3-11=-835/2063, 3-13=-2800/1190, 10-13=-1795/805, 10-14=-2477/6841, 4-14=-2470/6824, 10-15=-1961/694, 5-15=-2686/980, 5-8=-4544/1693, 6-8=-3671/10173, 13-14=-1205/461, 14-15=-1212/463 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 0-6-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. ,Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) All plates are MT20 plates unless otherwise indicated. 7) The solid section of the plate is required to be placed over the splice line at joint(s) 9. 8) Plate(s) at joint(s) 9 checked for a plus or minus 2 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=2825, 2=2109. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 �t, AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the itll 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 J33736 GHO Lot 97 Veit Residence �Ply T11022748 J32975-J32975A C01G ROOF SPECIAL GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:15 2017 Page 2 ID:FDzOEfHnMVNaUwbMujnL80yhM15-m64V Y1lakkPplVTwzxpp5zgW6TDNmL99696vhzKYpM NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 347 lb down and 233 lb up at 6-6-0, 173 lb down and 124 lb up at 8-6-0, 347 lb down and 233 lb up at 10-6-0, 1737 lb down and 630 lb up at 13-0-12, 154 lb down and 109 lb up at 14-1-12, and 1737 lb down and 628 lb up at 15-0-12, and 147 lb down and 120 lb up at 16-3-14 on top chord, and 309 lb down and 245 lb up at 4-9-0, 301 lb down and 165 lb up at 4-11-4, 1306 lb down and 487 Ib up at 5-0-12, 1743 lb down and 615 lb up at 7-0-12, 34 lb down and 24 lb up at 8-6-0, 1747 lb down and 616 lb up at 9-0-12, 1746 lb down and 615 lb up at 10-11-12, 301 lb down and 165 lb up at 12-7-4, and 51 lb down at 14-1-12, and 63 lb down and 22 lb up at 16-3-14 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, 4-5=-70, 5-6=-70, 2-7=-20 Concentrated Loads (lb) Vert: 4=-122(B) 7=-51(B) 11=-1306(F) 10=-30(B) 8=-301(B) 6=-100(B) 20=-191(B) 21=-191(B) 22=-1697(F) 23=-59(B) 24=-1697(F) 25=-609(B) 26=-1743(F) 27=1747(F) 28=-1746(F) 29=-30(B) ® WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK 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 Mew 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 City Ply J33736 GHO Lot 97 Veit Residence T11022749 J32975-J32975A D01 HALF HIP 1 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:16 2017 Page 1 I D:AC7XF5ZNyEa_pNQ9dnkZfEyGOD2-EletBu2wL1 sGRS4fUgS2Ll W26WgO60710mvfR7zKYpL i -2-0-0 -Q-3.0 4-4-8 8-2-_8 9-0-8 1-9-0 0-3-0 4-4-8 3-10-0 0-10-0 5x5 = 3x4 Scale = 1:32.8 I I 4 5 1-8-0 1-1-13 8-2-8 9-0 8 TN O-I-C 6-4-11 0-10-0 Plate Offsets (X,Y)—I1:0-2-410-0-81.12:0-1-10.0-0-01,f2:0-1-8.0-0-21 14:0-2-8.0-2-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.10 7-8 >863 240 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.49 Vert(TL) 0.09 7-8 >925 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 53 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 'Except* MiTek recommends that Stabilizers and required cross bracing 5-12: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 8=703/0-3-9, 12=235/0-5-8 Max Horz 8=354(LC 7) Max Uplift 8=-486(LC 9), 12=-268(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-12=-235/268 WEBS 3-8=-635/331.4-7=-323/69 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 8=486, 12=268. 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 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. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J33736 GHO Lot 97 Veit Residence T71022750 J32975-J32975A D02 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:17 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-iUCFOE3Y6L-73cfs2NzHuW2Eew7BrrbScQeC_ZzKYpK -2-0-0 - -3 1-9-13 7-0-0 9-M 1-9-0 0-3- 1-9-13 5-2-3 2-0-8 4x4 = 3x6 = 1-8-0 1-a-13 7-0-0 9-0-8 1-8-0 0- - 3 5-2-3 Plate Offsets (X,Y)—11:0-2-4,0-0-81.f2:0-1-4,0-0-21.f2:0-1-10,0-0-01 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 TCDL 15.0 Lumber DOL 1.25 BC 0.64 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2014/rP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=703/0-3-9, 12=23510-5-8 Max Horz 8=313(LC 7) Max Uplift 8=-489(LC 9), 12=-260(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-12=-235/260, 5-6=171/278 WEBS 5-7=310/146, 3-8=-555/311 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.04 7-8 >999 240 MT20 244/190 Vert(TL) -0.04 7-8 >999 180 Horz(TL) 0.02 12 n/a n/a Scale = 1:27.1 Weight: 56 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=489, 12=260. 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. 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 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 ANSIITP11 Quality Criteria, DSB-89 and Bost 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 J33736 GHO Lot 97 Veit Residence T11022751 J32975-J32975A D03 HALF HIP 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:18 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-Agmdca3Atf6_gmE2b5UWQjbQSKRDalwbr4OmWOzKYpJ -2-0-0 -3- 1-9-13 5-0-0 9-7.6 1-9-0 3- 1-9-13 3-2-3 4-7-6 N_ 01 O 4x4 = 3x6 = 1-8-0 1- - 3 5-0-0 9-7-6 1-8-0 0- - 3 3-2-3 4-7-6 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 15.0 Lumber DOL 1.25 BC 0.72 BCLL 0.0 Rep Stress Incr YES WB 0.09 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 *Except* 5-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=72310-3-9, 12=26710-5-8 Max Horz 8=245(LC 7) Max Uplift 8=-509(LC 9), 12=-267(LC 5) Max Grav 8=723(LC 1), 12=280(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-12=-280/267 BOT CHORD 7-8=-264/118 WEBS 3-8=424/293 DEFL. in (loc) I/deft Ud Vert(LL) 0.09 6-7 >999 240 Vert(TL) -0.10 6-7 >902 180 Horz(TL) 0.02 12 n/a n/a Scale = 1:22.6 3x6 = 12 j 0 0 PLATES GRIP MT20 244/190 Weight: 55 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=509, 12=267. 8) 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. AWARNING - 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 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 ANSlfTPI1 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 I Truss Truss Type City Ply J33736 GHO Lot 97 Veit Residence T11022752 J32975-J32975A D04G HIP GIRDER 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:19 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-etK?pw4odyErlvoE9o?lzx8cJjnPJfH14k7J2SzKYpI 2-0-0 -Or3r0 3-0.0 7-4-9 11-7-7 16-0-0 19-0-0 1930rr21-0-0 -091 3-0 3-0-0 4-4-9 4-2-13 4-4-9 3-0-0 OF 0 6.00 12 4x8 = 1x4 11 3x4 = 26 274 28 29 5 30 31 4x8 = Scale Scale = 1:40.4 3x4 = '^" 3x8 = 4x4 = 3x4 = — " 3x4 = 3-0-0 7-0-9 11-7-7 16-0-0 19-0-0 3-0-0 4 4-9 4-2-13 4 4-9 3-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 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=1197/0-3-0, 7=1197/0-3-0 Max Horz 2=-112(LC 6) Max Uplift 2=-982(LC 9), 7=-980(LC 9) CSI. DEFL. in (]cc) I/deft Ud TC 0.55 Vert(LL) 0.31 10-12 >732 240 BC 0.72 Vert(TL) -0.36 10-12 >635 180 WB 0.46 Horz(TL) 0.07 7 n/a n/a Matrix -MS PLATES GRIP MT20 2441190 Weight: 98 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-6 cc bracing. 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=-1788/1431, 3-4=-2695/2300, 4-5=-2695/2300, 5-6=-2697/2293, 6-7=-1788/1427 BOT CHORD 2-13=-1160/1541, 12-13=-1179/1560, 10-12=2157/2697, 9-10=-1166/1560, 7-9=1147/1542 WEBS 3-12=-1065/1217, 4-12=-318/179, 5-10=-321/178, 6-1 0=-1 06011219 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 5) "This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=982, 7=980. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 69 lb up at 3-0-0, 87 lb down and 58 Ito up at 5-0-12, 87 lb down and 58 lb up at 7-0-12, 87 lb down and 58 lb up at 7-11-4, 87 lb down and 58 lb up at 9-11-4, 87 lb down and 58 lb up at 11-11-4, and 87 lb down and 58 lb up at 13-11-4, and 87 lb down and 69 lb up at 16-0-0 on top chord, and 201 lb down and 146 lb up at 3-0-0, 15 lb down and 14 lb up at 5-0-12. 15 lb down and 14 lb up at 7-0-12, 15 lb down and 14 lb up at 7-11-4, 15 lb down and 14 lb up at 9-11-4, 15 lb down and 14 lb up at 11-11-4, and 15 lb down and 14 lb up at 13-11-4, and 201 lb down and 146 lb up at 15-11-4 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 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 117II.7473 rev. 10/03/2016 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 ANSIfTPI1 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 City Ply GHO Lot 97 Veit Residence TJ3.3736 J32975-J32975A D04G HIP GIRDER 1 Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:19 2017 Page 2 I D:ACzXF5ZNyEa_pNQ9dn kZfEyG OD2-etK?pw4odyErlvo Ego?lzx8cJjnPJfH14k7J2SzKYp I LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=70, 3-6=-70, 6-8=-70, 20-23=-20 Concentrated Loads (Ib) Vert: 3=-O(B) 6=-O(B) 11=2(B) 13=-201(B) 9=-201(B) 26=-O(B) 27=-O(B) 28=-O(B) 29=-O(B) 30=-O(B) 31=-O(B) 32=2(B) 33=2(B) 34=2(B) 35=2(B) 36=2(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 J33736 GHO Lot 97 Veit Residence T11022753 J32975-J32975A FG01 FLAT GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:20 2017 Page 1 ID:FOzOEfHnMVNaUwbMujnL80yhM15-63uO1F5QOGMiw3NRjWW W8gk37GW26luJOttauzKYpH i 4-7-3 9-2-6 9-9-10, 14-3-1 19-0-0 4-7-3 4-7-3 1 4-5-7 4-8-15 12 5x12 = 6x8 II tx4 II 6x8 II 3x4 = 1x4 II 6x6 = 16x6 15 16 2 17 18 19 3 20 4 215 2223 6 3 1 _ 10 4x12 = 8 3 = 6x8 I 5x8 = d 5x8 = N e e e e e e 13 e e e e e e 9-9-10 i 4-7-3 9-2-6 9" 14-3-1 19-" 4-7-3 4-7-3 0-$-ib r V 4-&15 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 TCDL 15.0 Lumber DOL 1.25 BC 0.15 BCLL 0.0 Rep Stress Incr NO WB 0.48 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 3-13: 2x8 SP No.2 WEBS 2x4 SP No.3 *Except* 1-12,6-14: 2x8 SP No.2 REACTIONS. (lb/size) 12=1562/0-7-4, 13=2409/0-7-4, 14=1868/0-7-4 Max Horz 12=-156(LC 6) Max Uplift 12=-1256(LC 4), 13=-2135(LC 5), 14=-1545(LC 9) DEFL. in (loc) I/deft L/d Vert(LL) 0.08 10 >999 240 Vert(TL) -0.09 10 >999 180 Horz(TL) -0.06 14 n/a TIM Scale = 1:34.0 14 PLATES GRIP MT20 244/190 Weight: 218 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-1562/1256, 1-11=-1486/1161, 1-2=-1765/1646, 2-3=-1765/1646, 3-5=-1607/1400, 5-6=1607/1400, 7-14=-1868/1545, 6-7=-1458/1116 BOT CHORD 10-11=-551/313, 9-10=-694/673, 9-13=-2409/2135, 3-9=-2244/1923, 8-9=-833/798, 7-8=-334/228 WEBS 1 -1 0=-1 559/1620, 2-10=-880/688, 3-10=-2329/2514, 3-8=2216/2498, 5-8=-833/643, 6-8=-1312/1435 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"xY) nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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.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) Bearing at joint(s) 12, 13, 14 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 Qt=lb) 12=1256, 13=2135, 14=1545. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 894 lb down and 699 lb up at 0-3-10, 258 lb down and 308 lb up at 3-0-12, 258 lb down and 308 lb up at 5-0-12, 258 lb down and 308 lb up at 7-0-12, 258 lb down and 308 lb up at 7-11-4, 258 lb down and 308 lb up at 9-11-4, 258 lb down and 308 lb up at 11-11-4, 258 lb down and 308 lb up at 13-11-4, and 258 lb down and 308 lb up at 15-11-4, and 894 lb down and 699 lb up at 18-8-6 on top chord, and 380 lb down on Iryaed on page L�WARNING - Verify design parameters and READ NOTES, ON THIS AND INCLUDED MITEK REFERENCE PAGE III 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 andlor 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, DSB-89 and BCSI Building Component 69D4 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 J33736 GHO Lot 97 Veit Residence T71022753 J32975-J32975A FG01 FLAT GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:20 2017 Page 2 ID:FOzOEfHnMVNaUwbMujnL80yhM15-63uO1F5QOGMivv3NRjWW W8gk37GW26luJOttauzKYpH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=70, 9-11=-20, 7-9=20 Concentrated Loads (lb) Vert: 1=-894 4=-258 6=-894 7=336 16=-258 17=258 18=-258 19=-258 20=-258 21=-258 22=258 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 ANSITfPl1 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 J33736 GHO Lot 97 Veit Residence T11022754 J32976-J32975A FG02 FLAT GIRDER 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 46 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:21 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-aFRmEb639aVYXDydHD1 D2MDJXeAngl1 X2cQ7LzKYpG 3-9-0 3-9-0 3x4 11 3 d N 3-9-0 3x8 = CSI. DEFL. in (loc) I/defl Lid TC 0.43 Vert(LL) 0.00 3-4 >999 240 BC 0.06 Vert(TL) -0.00 3-4 >999 180 WB 0.05 Horz(TL) -0.02 6 n/a n/a Matrix -MS 0 i Scale=1:19.7 PLATES GRIP MT20 244/190 Weight: 64 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x8 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-3: 2x4 SP No.3 REACTIONS. (lb/size) 5=1066/0-7-4, 6=347/0-7-4 Max Horz 5=-156(LC 6) Max Uplift 5=-902(LC 4), 6=-347(LC 5) Max Grav 5=1246(LC 15), 6=409(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=1246/902, 14=1262/844, 3-6=409/347, 2-3=-316/189 BOT CHORD 34=565/478 WEBS 1-3=357/314 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 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) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) Provide adequate drainage to prevent water ponding. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.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) Bearing at joint(s) 5, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=902, 6=347. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1470 lb down and 872 lb up at 0-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE K REFERENCE PAGE 111II-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 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 J33736 GHO Lot 97 Veit Residence T11022754 J32975-J32975A FG02 FLAT GIRDER 1 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:21 2017 Page 2 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-aFRmEb639aVYXDydHD1 D2MDJXeAngllX2cQ7LzKYpG LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 3-4=-20 Concentrated Loads (lb) Vert: 7=-1130(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 verity the applicability of design parameters and property incorporate this design Into the overall p q building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek" 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 my Ply J33736 GHO Lot 97 Veit Residence T11022755 J32975-J32975A FG03 FLAT GIRDER 1 n L Job Reference Loptio_naD East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:22 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-3S?8Sx7hwtdP9NXpgxZSbZm9Lx ZW6bBmiMzfnzKYpF 3-9-0 3-9-0 3x6 I I 3x8 = Scale = 1:29.9 1 7 2 LJ 3x8 — — 3 3x8 = 4 d O N 6x8 I I 0 0 d c d o C 6 N s a 6x8 II . VERTICALS THAT ARE EXTENDED BELOW A CHORD FORMING A "LEG DOWN' CONDITION, ARE NOT DESIGNED TO RESIST LATERAL FORCES BETWEEN THE TRUSS AND THE SUPPORT. 5 a e ADDITIONAL DESIGN CONSIDERATIONS (BY OTHERS) ARE REQUIRED TO TRANSFER e c THESE FORCES TO THE APPROPRIATE LATERAL FORCE RESISTING ELEMENTS. (TYPICAL FOR ALL APPLICABLE "LEG DOWN' TRUSSES IN THIS JOB). 3-9-0 3-9-0 Plate Offsets (X.Y)— 14:0-7-4,0-0-111 14:0-7-4.0-7-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MS Weight: 76 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2xB SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-4: 2x4 SP No.3 REACTIONS. (lb/size) 5=1066/0-7-4, 6=347/0-7-4 Max Horz 5=-255(LC 6) Max Uplift 5=-1019(LC 4), 6=-459(LC 5) Max Grant 5=1258(LC 15), 6=506(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=1258/1019, 1-4=-1343/806, 1-2=-837/789, 3-6=-506/459, 2-3=-507/391 BOT CHORD 3-4=-280/246 WEBS 2-4=-633/722 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) Provide adequate drainage to prevent water ponding. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.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) Bearing at joint(s) 5, 6 considers parallel to grain value using ANSIrrPI 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 100 lb uplift at joint(s) except Ut=lb) 5=1019, 6=459. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1470 lb down and 872 lb up at 0-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard ®WARNING -Verily 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 property incorporate this design into the overall q building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek� 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 J33736 GHO Lot 97 Veit Residence T11022755 J32975-J32975A FG03 FLAT GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 3-4=-20 Concentrated Loads (lb) Vert: 7=-1130(F) 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:22 2017 Page 2 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-3S?8Sx7hwtdP9NXpgxZSbZm9Lx_ZW6bBmiMzfnzKYpF WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 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 ANSIITP11 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 J33736 GHO Lot 97 Veit Residence T11022756 J32975-J32975A FG04 FLAT GIRDER 2 1 / Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:22 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-3S?8Sx7hwtdP9NXpgxZSbZm3xxyOW7xBmiMzfnzKYpF 4-8-8 4-8-8 1 3x4 = F 2 2x4 11 4 3x4 = 2x4 II Scale = 1:13.6 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 NO Code FBC2014rrP12007 CSI. TC 0.78 BC 0.19 WB 0.02 Matrix -MP DEFL. in Vert(LL) -0.02 Vert(TL) -0.05 Horz(TL) -0.00 (loc) Vdefl L/d 3-4 >999 240 3-4 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation vide. REACTIONS. (lb/size) 4=392/0-7-8, 3=321/Mechanical Max Horz 4=92(LC 5) Max Uplift 4=-229(LC 4). 3=-145(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=348/243, 2-3=-276/138 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) except (jt=lb) 4=229, 3=145. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 270 lb up at 1-5-8, and 121 lb down and 45 lb up at 3-1-8 on top 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 (pig Vert: 1-2=70, 3-4=-20 Concentrated Loads (lb) Vert: 5=-240 6=-75 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 ANSI/TP11 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 J33736 GHO Lot 97 Veit Residence T11022757 J32975-J32975A FG05 FLAT GIRDER 2 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:23 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-XeZWIH7JhBIGnX600e4h7nl DOLGKFagK?M5XBDzKYpE 3-5-12 6-11.8 3-5-12 3-5-12 5x6 = - 4x6 II 1 5 6 2 4 4x6 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 TCDL 15.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr NO WB 0.05 BCDL 10.0 Code FBC2014rrP12007 Matrix -MS DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) -0.05 3-4 >999 240 MT20 244/190 Vert(TL) -0.11 3-4 >684 180 Horz(TL) 0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 WEBS 2x6 SP No.2 "Except" BOT CHORD 1-3: 2x4 SP No.3 REACTIONS. (lb/size) 4=773/0-7-8, 3=383/Mechanical Max Horz 4=-92(LC 19) Max Uplift 4=-531(LC 4), 3=-182(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-708/550, 2-3=-311/181 Scale = 1:15.1 Weight: 37 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; 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) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) except Gt=lb) 4=531,3=182. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 277 lb up at 0-2-12, and 264 lb down and 289 lb up at 2-2-4, and 76 lb down and 30 lb up at 4-2-4 on top 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 (plo Vert: 1-2=70, 3-4=-20 Concentrated Loads (lb) Vert: 1=-289 5=-264 6=19 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 J33736 GHO Lot 97 Veit Residence T11022758 J32975-J32975A MV2 VALLEY 3 1 Job Reference o Lionel Last Coast I russ, H. Pierce, FL 34946 2x4 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:24 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-?g7usd8xSVt7OhhCyMbwg_rapkgL_1 mUDOr4kfzKYpD 2-0-0 2-0-0 Scale = 1:7.8 3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 file n/a BCDL 10.0 Code FBC2014frP12007 Matrix-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=62/2-0-0, 2=48/2-0-0, 3=14/2-0-0 Max Horz 1=38(LC 9) Max Uplift 1=-12(LC 9). 2=-35(LC 9) Max Grav 1=65(LC 13), 2=58(LC 13), 3=28(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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) Bearing at joint(s) 2 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.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 I• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall IMF 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J33736 GHO Lot 97 Veit Residence T11022759 J32975-J32975A MV2A VALLEY TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:24 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-?g7usd8xSVt7OhhCyMbwg rVokdS_lmUDOr4kfzKYpD -2-M 2-0-0 2-0-0 22 1-0 Scale = 1:16.4 5 4 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.04 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R Weight: 18lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 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 uide. REACTIONS. (lb/size) 5=39/2-0-0, 4=-23/2-0-0, 6=292/2-0-0 Max Horz 5=222(LC 7) Max Uplift 5=-24(LC 8), 4=113(LC 7), 6=-251(LC 9) Max Grav 5=98(LC 7), 4=89(LC 8), 6=293(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=293/251 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=113, 6=251. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 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 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 ITruss Truss Type City Ply J33736 GHO Lot 97 Veit Residence T11022760 J32975-J32975A MV213 VALLEY 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 15.0 Lumber DOL 1.25 BC 0.38 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix-R 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:25 2017 Page 1 I D:ACzXF5ZNyEa_1NQ9dnkZfEyGOD2-T1 hH4z9ZDo?_0gGOW369DCOgY8wBjUOdSgadG6zKYpC � 2-0-0 2-0-0 3x4 = 3x4 11 DEFL. in floc) I/defl Ud PLATES GRIP Vert(LL) 0.02 1 n/r 120 MT20 244/190 Vert(TL) -0.04 1 n/r 120 Horz(TL) -0.02 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=33/2-0-0, 4=-23/2-0-0, 6=299/2-0-0 Max Horz 5=275(LC 7) Max Uplift 5=-39(LC 8), 4=222(LC 7), 6=-258(LC 9) Max Grav 5=165(LC 7), 4=119(LC 8), 6=299(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=299/258 Scale = 1:20.3 Weight: 20 lb FT = 0% Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 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=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf; BCDL=3.0psf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=222, 6=258. ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711-7473rev. 10/07/2015 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 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 J33736 GHO Lot 97 Veit Residence T11022761 J32975-J32975A MV2C VALLEY 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (ps, SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 15.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20141TPI2007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.2 1-6-7 REACTIONS. (lb/size) 5=3/2-0-0, 2=309/2-0-0 Max Harz 2=108(LC 5) Max Uplift 5=-28(LC 5), 2=243(LC 9) Max Grav 5=56(LC 8), 2=313(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:26 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-xDFfHJAB_67re_ra3mdOlPwsCYLMSxGmhKKBoYzKYpB 2-0-0 2-0-0 Scale: V=1' DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.01 1 n/r 120 MT20 244/190 Vert(TL) -0.03 1 n/r 120 Horz(TL) -0.00 5 n/a n/a Weight: 14 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 2=243. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 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 p p iTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII duality 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 U Job Truss Truss Type Qty Ply GHO Lot 97 Veit ResidenceT11022762 J32975-J32975A MV4 VALLEY TRUSS 1 1�.J33736 ob Reference o lional East Coast Truss, Ft. Pierce, FL 34946 2x4 i 8.110 s Apr 13 2017 MiTek Industries, Inc. Tue May 2 11:26:26 2017 Page 1 IDACzXF5ZNyEa_pNQ9dnkZfEyGOD2-xDFfHJAB_67re ra3mdOlPwriYl6SxGmhKKBoYzKYpB 4-M 4-0-0 2x4 II 2 3 Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=146/4-0-0, 3=146/4-0-0 Max Horz 1=111(LC 7) Max Uplift 1= 45(LC 9). 3=53(LC 5) Max Grav 1=152(LC 13),3=167(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111•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 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, Alexandda, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q'�1fi For 4 x 2 orientation, locate plates 0- 'lid' from outside Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS c1-2 c2-3 WEBS c3 4 p v tY p O3. CL�b� U p4. c� a csa cs s E— ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orx-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. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIrrPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from " Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING established by others. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ��� 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: Nil project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015