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HomeMy WebLinkAboutInspection Docs ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® File Cop y -f. RE: J33286- #33286-Mel-Ry-Kexel MiTek USA, Inc. t J Site Information: 6904 Parke East Blvd. Customer Info: MqI-Ry Project Name: Kexel Model: Tampa, FL 33610-4115 Lot/Block: 'SOC), Subdivision: Nettles Island AddresF' 2t Nettles BLVD City: PSL State: St. Lucie County FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria&Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 31 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. I Seal# ITruss Name I Date No. I Seal# JTruss Name I Date 11 IT10510246 —EA 2/23/17 118 IT10510263 —EJV6 2/23/17 12 I T10510247 I—EJ2 12/23/17 119 I T10510264 I A01 G 12/23/17 J 13 I T10510248 I—EJ2C 12/23/17 120 1 T10510265 I A02G 12/23/17 1 14 IT10510249 I—EJ3 12/23/17 121 IT10510266 IA03 12/23/17 J 1 1 T10510250 1—EJ3C 12/23/17 122 1 T10510267 I A04 12/23/17 16 1 T10510251 1—EJ4 12/23/17 123 I T10510268 I A05 12/23/17 17 1 T10510252 1—EJ4C 12/23/17 124 1 T10510269 I A06 12/23/17 11T105102531-•EJ5 12/23/17 125 1 T10510270 I A07AT 12/23/17 J 19 IT10510254 I—EJ5C 12/23/17 126 1T10510271 1 A0 12/23/17 110 I T10510255 I—EJ6 12/23/17 127 I T10510272 I A09 12/23/17 J X11 IT10510256 I—EJ6C 12/23/17 128 IT10510273 JA10G 12/23/17 112 1 T10510257 1—EJ7 12/23/17 129 I T10510274 I A11 G 12/23/17 113 1 T10510258 1—EJV1 12/23/17 130 1 T10510275 1 B01 G 12/23/17 114 1 T10510259 1—EJV2 12/23/17 131 I T10510276 I B02G 12/23/17 J 115 I T10510260 I—EJV3 12/23/17 u 116 IT10510261 I—EJV4 12/23/17 '' 117 IT10510262 I—EJV5 12/23/17 •`A► �l�ly U l ilil told• The truss drawing(s)referenced above have been prepared by MiTek `�i�Mp;S� A::44 USA,Inc.under m direct supervision based on the parameters Y P P provided by East Coast Truss. .4 = 1' ►�� � No 3.9380 Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE:The seal on these truss component designs is a certification - F VJ that the engineer named is licensed in the jurisdiction(s)identified and that the r�0�. , Q ad v designs comply with ANSI/TPI 1. These designs are based upon parameters "ir; *� OFF,O, ' shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i S �''► •' C're given to MiTek. Any project specific information included is for MiTeWs customers *� &. �D file reference purpose only,and was not taken into account in the preparation of ����fI1111►���� these designs. MiTek has not independently verified the applicability of the design ThomasX Albanl PE No39390 parameters or the designs for any particular building. Before use,the building designer MI&WA,Inc,FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parkb Eastfllvd.Tampafl-33610 into the overall building design per ANSlJTPI 1,Chapter 2. Oates. February 23,2017 Albani,Thomas 1 of 1 , Job Truss Truss Type Qty [ly �#33286-Mel-Ry-Kexel 710510246 J33286 —EJ1 Jack-Open 3 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:12:56 2017 Page 1 I D:LjVEDglHdkF7tggPel HpelziJdW-BU8AimDRURg63CDN7Zp7FdzWplfkB_gu7sK51WziF75 6-5-11 6-5-11 Scale=1:15.4 2 4.00 12 10 0 9 ry 6 N 1 Q, 3 0 0 3x4= 3x6 I I 0-6-0 6-5-11 0-6-0 5-11-11 Plate Offsets(X.Y)— [1:0-1-11,0-0-41,I1:0-0-7.1-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.15 3-8 >512 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.18 3-8 >427 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:21 Ib 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=182/Mechanical,3=82/Mechanical,1=313/0-8-0 Max Horz 1=159(LC 12) Max Uplift 2=-155(LC 12),3=-7(LC 12),1=-123(LC 12) Max Grav 2=182(LC 1),3=110(LC 3),1=313(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-4-15 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. i 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 155 Ib uplift at joint 2,7 Ib uplift at joint 3 ~ and 123 Ib uplift at joint 1. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.10103/2015 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 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 �Ply1 #33286-Mel-Ry-Kexel710510247 J33286 —EJ2 Jack-Open 4 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 2313:12:57 2017 Page 1 ID:L)VEDgIHdkF?tggPel HpelziJdW-fgiYw6E3FIyzhLoZgGKMnrWiBiOowRw1 LW4eHyziF74 5-8-6 1 5-6-6 Scale=1:14.2 2 4.00 12 I$ 9 Ch N � N 1 3 3x4 = 0• Q 4x6 I 0: 1-21 Plate Offsets(X Y)— 11.0-0-15 0-0-91 [1:0-0-7,1-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.10 3-8 >704 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.11 3-8 >641 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n1a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:19 Ib 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=156/Mechanical,3=73/Mechanical,1=278/0-8-0 Max Horz 1=140(LC 12) Max Uplift 2=-132(LC 12),3=-8(LC 12),1=-109(LC 12) Max Grav 2=156(LC 1),3=96(LC 3),1=278(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-10 zone;cantilever right exposed;C-C for members and farces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. a 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 132 Ib uplift at joint 2,8 Ib uplift at joint 3 and 109 Ib uplift at joint 1. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/]'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.10107/2015 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 Mel building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCS]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 1133286-Mei-Ry-Kexel 710510246 J33286 —EJ2C Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 2313:12:57 2017 Page 1 ID:LjVEDgIHdkF?tggPel HpelziJd W-fgiYw6E3FIyzhLoZgGKMnrWiWi?kwRwl LW4eHyziF74 5-6-6 1 5-8-6 Scale=1:14.2 2 4.00 12 7 mA N 9 N 1 3 �. 46 I I 3x4 = 5-8-6 5-8-6 Plate Offsets(X Y)- [1:0-1-11,0-0-41,11:0-0-7 1-0-51 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 0.57 Vert(LL) 0.13 3-6 >514 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.15 3-6 >450 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:19 Ib 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=169/Mechanical,3=85/Mechanical,1=254/0-8-0 Max Horz 1=140(LC 12) Max Uplift 2=-138(LC 12),3=-13(LC 12),1=-99(LC 12) Max Grav 2=169(LC 1),3=105(LC 3),1=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES. 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-10 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 Ib uplift at joint 2,13 Ib uplift at joint 3 and 99 Ib uplift at joint 1. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. A 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 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 1 � i Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel 710510249 333286 —EJ3 Jack-Open 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:12:58 2017 Page 1 I D:LjVEDgIHdkF?tggPel HpelziJdW-8sGx7REhO34gJVNIE_rbK23uB6LRfu9AaApCpPziF73 4-6-9 .O 4-6-9 Scale=1:12.3 2 G 4.00 12 9 d 1 3 2x4 3x6 II i 0-6-0 4-6-9 0-6-0 4-0 Plate Offsets(X Y)— 1'1'0-1-11 0-0-41 1'11:0-0-7,11-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.04 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.04 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:15 Ib 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=117/Mechanical,3=59/Mechanical,1=227/0-8-0 Max Horz 1=111(LC 12) Max Uplift 2=-100(LC 12),3=-11(LC 12),1=88(LC 12) Max Grav 2=117(LC 1),3=74(LC 3),1=227(LC 1) FORCES. (lb)-Max.Comp.IMax.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;6=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-5-13 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint 2,11 Ib uplift at joint 3 and 88 Ib uplift at joint 1. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1W 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 r 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 ANSIITPN 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 1 n Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel 710510250 J33286 —EJ3C Jack-Open 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:12:59 2017 Page 1 1 D:LjVEDglHdkF?tggPel HpelziJdW-c3gJLnFJnMChwfyxohNglGb2wWFjOLPKpqZlMrziF72 4-6-9 1 4-6-9 Scale=1:12.3 2 4.00 12 7 6 1' 1 ^I o • 3x6 II Q° 2x4 = 4-6-9 r 4-6-9 Plate Offsets(X Y)— f1.0-1-11 0-0-41 fl:0-0-7 1-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.06 3-6 >874 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.06 3-6 >849 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:15 Ib 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=130/Mechanical,3=71/Mechanical,1=202/0-8-0 Max Horz 1=111(LC 12) Max Uplift 2=-105(LC 12),3=-15(LC 12),1=-78(LC 12) Max Grav 2=130(LC 1),3=84(LC 3),1=202(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-5-13 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 Ib uplift at joint 2,15 Ib uplift at joint 3 and 78 Ib uplift at joint 1. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/V 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 MIT&D 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 #33286-Mel-Ry-Kexel T10510251 J33286 -EJ4 Jack-Open 4 1 Job Reference o lional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:12:59 2017 Page 1 ID:LjVEDglHdkF?tggPel HpelziJdW-c3gJLnFJnMChwfyxohNgtGb7RWmPOLPKpqZIMrziF72 3-4-11 3-4-11 Scale=1:10.4 9 2 4.o0 12 N 1 N N d 3 2x4 3x6 11 i 0.6 3-4-11 0-6-0-0 2-10-11 Plate Offsets(X,Y)- [1:0-1-11 0-0-41.[1:0-0-7 1-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.01 3-8 >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:12 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=79/Mechanical,3=45/Mechanical,1=176/0-8-0 Max Horz 1=82(LC 12) Max Uplift 2=-67(LC 12),3=-13(LC 12),1=-68(LC 12) Max Grav 2=79(LC 1),3=52(LC 3),1=176(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-3-15 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 Ib uplift at joint 2,13 Ib uplift at joint 3 and 68 Ib uplift at joint 1. ®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 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 l- Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel 710510252 J33286 -EJ4C Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:00 2017 Page 1 ID:LjVEDglHdkF?lggPel HpelziJdW-4FOhY7GxYgKYYpX8MPu3PT8HYw5N7of r2UIJuHziF71 3-4-11 3-4-11 Scale=1:10.4 7 2 r 4.00 12 u5 1 Q° 3 3x6 II 2x4 = 3-4-11 3-4-11 Plate Offsets(X Y)- [1:0-1-11,0-0-41,[1:0-0-7,1-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.02 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:12 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=91/Mechanical,3=58/Mechanical,1=150/0-8-0 Max Horz 1=82(LC 12) Max Uplift 2=-71(LC 12),3=-19(LC 12),1=-58(LC 12) Max Grav 2=91(LC 1),3=63(LC 3),1=150(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Dpsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-3-15 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 Ib uplift at joint 2,19 Ib uplift at joint 3 and 58 Ib uplift at joint 1. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10103/2015 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 M�YY 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 l_ !` 1 Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel 710510253 J33286 —EJ5 Jack-Open 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:00 2017 Page 1 ID:L1'VEDgIHdkF?tggPel HpelziJdW-4FOhY7GxYgKYYpX8MPu3PT8Low9g7ofT2UIJuHziF71 2-2-13 N 2-2-13 Scale=1:8.5 4.00 12 2 i M e d 1 m dr 0 Q° 3 2x4 = 0° A° 3x6 II 0-6-0 2-2-13 Plate Offsets(X,Y)— [1:0-1-11.0-0-41,11:0-0-7.1-0-131 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 0.05 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 8 >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 FBC2014ITP12007 Matrix-MP Weight:8 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=40/Mechanical,3=28/Mechanical,1=127/0-8-0 Max Horz 1=54(LC 12) Max Uplift 2=-34(LC 12),3=-14(LC 12),1=-48(LC 12) Max Grav 2=40(LC 1),3=29(LC 3),1=127(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psi 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 34 Ib uplift at joint 2,14 Ib uplift at joint 3 and 48 Ib uplift at joint 1. I 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 p` 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 ANSUTPI1 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 � s Job Truss Truss Type Qty Ply 433286-Mel-Ry-Kexel 710510254 J33286 -EJ5C Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:012017 Page 1 ID:LjVEDq[HdkF?tggPel HpelziJdW-YRy3mTHaJ_SPAz6Kv6PIyhhV6JVOsFvdG82sQkziF70 2-2-13 2-2-13 Scale=1:8.5 2 4.00 12 i 1 ro .- 0 Q° 3 Q° 3x6 II 2x4 = 2-2-13 2-2-13 Plate Offsets(X Y)- [1:0-1-11,0-0-41,f1:0-0-7,1-0-131 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 0.08 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 6 >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 FBC2014/TPI2007 Matrix-MP Weight:8 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=52/Mechanical,3=46/Mechanical,1=98/0-8-0 Max Hoa 1=54(LC 12) Max Uplift 2=-36(LC 12),3=-24(LC 12),1=-37(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 2,24 Ib uplift at joint 3 and 37 Ib uplift at joint 1. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111,7II.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 MiTek* 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 " fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPH 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 7• Job Truss Truss Type Qty [ly1 #33286-Mel-Ry-Kexel710510255 J33286 —EJ6 Jack-Open 4 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 2313:13:01 2017 Page 1 I D:LjVEDglHdkF7tgg Pel HpelziJd W-YRy3mTHaJ_SPAz6Kv6PIyhhVdJTAsFvdG82sQkziF70 1-0-15 r r 1-0-15 4.00 12 Scale=1:6.6 2 r 1 6 d d o v v 6 3 2x4= PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 1-0-15 r 1-0-15 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 0.11 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.00 6 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 FBC2014/TPI2007 Matrix-MP Weight:3 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-15 oc purlins. BOT CHORD 2x4 SP No.3 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. (Ib/size) 2=0/Mechanical,3=96/Mechanical Max Hoa 2=113(LC 1),3=-113(LC 1) Max Uplift 3=-47(LC 12) Max Grav 3=96(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 Ib uplift at joint 3. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-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,Alexantlrta.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty �Ply #33286-Mel-Ry-Kexel 710510256 J33286 —EJ6C Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:02 2017 Page 1 ID:LjVEDglHdkF?tggPel HpelziJdW-OeWRzpHC4HaGn7gVVTgwXUuDhljszbh9mVonPyAziF7? 1-1-7 J\ 1-1-7 4.00 12 Scale=1:6.6 2 1 s � o d d Qo 3 Qo Qo Qo 2x4 = 1-1-7 r 117 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:4 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-1-7 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. (Ib/size) 1=50/0-8-0,2=29/Mechanical,3=21/Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-18(LC 12),2=-23(LC 12),3=-9(LC 12) Max Grav 1=50(LC 1),2=29(LC 1),3=21(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 Ib uplift at joint 1,23 Ib uplift at joint 2 and 9 Ib uplift at joint 3. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED INTEK REFERENCE PAGE 114111.7473 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 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 7 Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel 710510257 J33286 —EJ7 Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:02 2017 Page 1 ID:LjVEDglHdkF?tggPel HpelziJdW-OeWRzpHC4HaGn7gWTgwXUuDe8joNbh9mVonPyAziF7? 3-0-2 3-0-2 Scale=1:9.1 2 3.46 12 f c5 1 Q° 3 2x4= Q° Q, Q° 3x6 II i 0-6-8 3-0-2 Oil 2-5-10 Plate Offsets(X Y)— Tl:0-2-2 0-0-31 r1.0-0-6 1-2-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.00 8 >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:11 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=63/Mechanical,3=40/Mechanical,1=162/0-9-4 Max Horz 1=63(LC 12) Max Uplift 2=-50(LC 12),3=-14(LC 12),1=-66(LC 12) Max Grav 2=63(LC 1),3=43(LC 3),1=162(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 Ib uplift at joint 2,14 Ib uplift at joint 3 and 66 Ib uplift at joint 1. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 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 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 [ly1 #33286-Mel-Ry-Kexel710510258 J33286 —EJV1 Jack-Open 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:03 2017 Page 1 I D:LjVEDglHdkF?tggPel HpelziJdW-Ug4gA91grbi7PGFj 1 XRm 16moi7AhK61wkSXzVcziF7_ 1-2-03-3-0 6-1-5 1-2-0 2-1-0 2-10-5 Scale=1:15.6 3 • 4.00 12 1x4 II 2 12 11 O N 3x6— 1 �I I �. 4 00 2.00 12 5 48= 1x4 II %10 -63-3-0 3�4-p 6-1-5 0-6-0 0-8-0 2-1-0 0-,-4 2-9-1 Plate Offsets(X,Y)— (5:0-2-8.0-0-81 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 0.27 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014(TPI2007 Matrix-AS Weight:23 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied. 1-6:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length)1=0-8-0,5=1-0-11. (lb)- Max Horz 1=150(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)1,3 except 5=-191(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,3,4 except 5=265(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-6=-309/454,2-6=-280/443 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-9 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. ' 6)Bearing at joint(s)1 considers parallel to grain value using ANSlfTPI 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 Ib uplift at joint(s)1,3 except(jt=1b) 5=191. 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. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/0312015 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 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 Job Truss Truss Type Qy 1133286-Mel-Ry-Kexel 710510259 ty Pl J33286 —EJV2 Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:04 2017 Page 1 ID:LIVEDglHdkF?tggPel HpelziJdW-yOdCOVJScvq_l QgvbEy?aJItTXU73be3y6GW02ziF6z 1-2-0 4-11-7 1-2 0 3-9-7 Scale=1:13.0 2 • 4.00 12 8 3 1 m 0 0 �• 2.00 12 48 0-6-01-2-0 0-6-0 0-8-0 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 0.65 Vert(LL) -0.01 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.01 3-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:20 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 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. REACTIONS. (Ib/size) 1=265/0-8-0,2=123/Mechanical,3=52/Mechanical Max Horz 1=121(LC 12) Max Uplift 1=-104(LC 12),2=-114(LC 12) Max Grav 1=265(LC 1),2=123(LC 1),3=81(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-10-11 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=104,2=114. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and M."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.10103/2015 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 i r Jab Truss Truss Type Qty [ly1 #33286-Mel-Ry-Kexel710510260 J33286 —EJV3 Jack-Open 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:04 2017 Page 1 ID:LjVEDglHdkF?tggPel HpelziJd W-yOdCOVJScvq_l QgvbEy?aJlxXXV13be3y6GW02ziF6z 1:2-23-9-9 '1 1-2-0 2-7-9 Scale=1:11.1 2 4.00 12 8 N N ri N_ (/1 1 3 v 0 2.00 12 48 0-6-0 1-2-0 0-6 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 0.39 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.00 4 >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:15 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins. BOT CHORD 2x6 SP No.2 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. (Ib/size) 1=216/0-8-0,2=89/Mechanical,3=31/Mechanical Max Horz 1=93(LC 12) Max Uplift 1=-85(LC 12),2=-83(LC 12) Max Grav 1=216(LC 1),2=89(LC 1),3=54(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-8-13 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2. ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev.10/0312015 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 ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel 710510261 J33286 —EJV4 Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:05 2017 Page 1 ID:LjVEDglHdkF?tggPel HpelziJdW-QDBabrK4NCyreaP58yUE6XrArxsAo2uCBmO3YVziF6y 1:2-02-7-12 '1 1-2-0 1-5-12 Scale=1:9.2 2 i 4.00 12 0 N (I) 1 N 3 6 I� o° 0 o° Q° 2.00 F12 o° 4x8 0-6-0 1-2-0 0 6-0 0-8-0 Plate Offsets(X Y)— f1:0-3-15 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 4 >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/rP12007 Matrix-MP Weight:11 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins. BOT CHORD 2x6 SP No.2 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. (Ib/size) 1=172/0-8-0,2=56/Mechanical,3=5/Mechanical Max Horz 1=64(LC 12) Max Uplift 1=-66(LC 12),2=-54(LC 12) Max Grav 1=172(LC 1),2=56(LC 1),3=24(LC 3) FORCES. (lb)-Max.Comp./Max,Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)1 considers parallel to grain value using ANSUTPI 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 Ib uplift at joint(s)1,2. 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 p` 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 ti Job Truss Truss Type Qty [ly1 #33286-Mel-Ry-Kexel710510262 J33286 —EJV5 Jack-Open 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:06 2017 Page 1 I D:LjjVEDglHdkF?tggPel HpelziJd W-vPlypBKi8W4hGk_lif?TfkONrKDKXVBMQQld4xziF6x 1-5-14 ' 1-5-14 Scale=1:7.2 4.00 12 2 • 1 d � o 0 0 Q°o 0 Qo 2.00 12 �e Qo 4X8 i 0-6-0 Q-6-0 0-8-0 1-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:6 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-5-14 oc purlins. BOT CHORD 2x6 SP No.2 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. (Ib/size) 2=16/Mechanical,3=17/Mechanical,1=100/0-8-0 Max Horz 1=37(LC 12) Max Uplift 2=-17(LC 12),3=-13(LC 12),1=-36(LC 12) Max Grav 2=16(LC 1),3=17(LC 3),1=100(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing atjoint(s)1 considers parallel to grain value using ANSI1TPI 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 Ib uplift at joint(s)2,3,1. ®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,notMal a truss system.Before use,the building designer must verify the applicability of design parameters and properly 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 IyliTek• 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,Alexandda,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel T10510263 J33286 —EJV6 Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:06 2017 Page 1 ID:LjjVEDgIHdkF?tggPel HpelziJdW-vPlypBKi8W4hGk_lif?TfkOMwKDWXV8MQQld4xziF6x 1-3-5 2-5-3 t. 1-3-5 1-1-14 Scale=1:8.3 3.46 12 2 M 3 1 0 N O N o to o° d o° 1.73 12 4x8 0�-12 1-3-5 0-6-12 0-8-9 Plate Offsets(X Y)-- 11:0-4-0.0-2-11 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 0.08 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 8 >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 FBC2014fTPI2007 Matrix-MP Weight:10 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. BOT CHORD 2x6 SP No.2 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. (Ib/size) 1=140/0-8-9,2=37/Mechanical,3=36/Mechanical Max Horz 1=51(LC 12) Max Uplift 1=-56(LC 12),2=-33(LC 12),3=-16(LC 12) Max Grav 1=140(LC 1),2=37(LC 1),3=39(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4),This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,3. 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 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 #33286-Mel-Ry-Kexel 710510264 J33286 A01 G Roof Special Girder 1 1 Job Reference(opt East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:07 2017 Page 1 I D:LjVEDglHdkF?tggPel HpelziJdW-NbJKOWLKugCYuuZUGN WiBywK2kNpGszVf4VAdNziF6w 2-1-6 6-3-13 10-6-3 13-10-2 i 20-94 2-1-6 4-2-6 4-2-6 3-3-15 6-11-1 Scale=1:34.8 4x8 2.00 12 27 5 4.00 112 4x6 26 4 24 25 22 23 u 3 21 2 6 ,o�r,ljl 31 +io 30 6x10= 1 1 29 e e 28 e e 32 7 e e 98 5x8= 3x6 II 5x8= 4x4= 1.00 12 0-9-6 1 2-1-6 6-3- 0-6-3 0 9-11 13- - 20-9 0-9-6 1-4-0 4-2-6 4-2-6 0-3- 3-0-7 6-11-1 Plate Offsets(X Y)— 15:0-2-8.0-2-01,16:0-0-7 Edgel [7:0-3-4,0-3-01,[9:0-6-8.0-3-01 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 0.95 Vert(LL) -0.05 7-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82' Vert(TL) -0.14 7-12 >857 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Weight:88 Ib 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` Except: 2-9:2x6 SP No.2,4-8:2x4 SP No.3 1 Row at midpt 5-6 WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 5-7:2x8 SP No.2 6-0-0 oc bracing:4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length)2=1-4-0,8=0-7-0,3=0-3-8. (lb)- Max Horz 2=199(LC 4) Max Uplift All uplift 100 Ib or less at joint(s)except 6=-166(LC 9),2=-434(LC 1), 8=-814(LC 4),3=-841(LC 4) Max Grav All reactions 250 Ib or less at joints)2 except 6=448(LC 3),8=1404(LC 1),3=1120(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 5-6=1103/593 BOT CHORD 8-9=1374/808,4-9=390/402,6-7=-559/1046 WEBS 7-9=518/1080,5-9=-1348/740,5-7=-528/964 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing atjoint(s)2,3 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 166 Ib uplift at joint 6,434 Ib uplift at joint 2,814 Ib uplift at joint 8 and 841 Ib uplift at joint 3. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)20 Ib down and 23 Ib up at 3-0-9,32 Ib down and 71 Ib up at 5-4-5,54 Ib down and 109 Ib up at 7-8-0,and 88 Ib down and 148 Ib up at 9-11-12,and 41 Ib down and 84 Ib up at 12-3-7 on top chord,and 6 Ib down and 20 Ib up at 3-0-9,0 Ib down and 4 Ib up at 5-4-5,16 Ib down at 7-8-0 ,35 Ib down at 9-11-12,and 13 Ib down at 12-3-7,and 1129 Ib down and 755 Ib up at 13-10-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ®WARNING-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 property Incorporate this design into the overall r 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 IPly1 #33286-Mel-Ry-Kexel710510264 J33286 A01G Roof Special Girder 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:08 2017 Page 2 ID:LjVEDglHdkF?tggPel HpelziJdW-rotjEsMzf7KPW28gg4lxk9TVo8j2?JDftkEk9gziF6v LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-14=-70,3-4=-70,9-16=-20,8-10=-20 Concentrated Loads(lb) Vert:7=-1129(F)24=-8(F)26=-52(F)27=-41(F)28=-6(F)29=4(F)30=-8(F)31=-29(F)32=-3(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 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 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 #33286-Mel-Ry-Kexel 710510265 J33286 A02G Roof Special Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:08 2017 Page 1 ID:LjI/EDgIHdkF?tggPel HpelziJdW-rotjEsMzf7KPW28gg4lxk9TVVj8nF?H_ftkEk9gziF6v 1-2-02-2-13 2 7-610 11-6-15 13-11-1 22-0-0 1-2-0 1-0-13 5-0.10 4-2-15 2-2-2 8-0.15 0.2-10 Scale=1:37.3 2.00 12 2x4 II 5x8 = 5 6 4x4 4.00 12 1x4 11 4 21 3x4= 20 a1 2 3 �{ 7 6X10 1;�: = N NT_ 1x4 II 1 d e e e e o e e 12 11 e e 8 e e 5x5 = 1p 4x4= 1.00 12 3x6 II 3x4= 3x4 = 2.00 12 46:901101-20 6-0 -2-0 2-5-6 -6-0 -6- 7 3- -1 -0-0 -6-0 0-8-0 1-3-6 5-0-10 4-2-15 0-3- 1-10-10 8-0.15 Plate Offsets(X Y)- [2:0-2-0.0-1-61,[6:0-5-12,0-2-81,110:0-3-12.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.15 8-19 >796 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.27 8-19 >443 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:90 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. 1-12:2x6 SP No.2,5-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=503/0-8-0,7=392/0-8-0,9=1097/0-7-0 Max Horz 1=-76(LC 23) Max Uplift 1=-284(LC 8),7=-213(LC 8),9=-512(LC 25) Max Grav 1=503(LC 1),7=428(LC 18),9=1097(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-898/523,2-3=-857/524,3-4=-882/587,4-5=-238/571,5-6=-227/596,6-7=-303/141 BOT CHORD 1-12=-505/818,11-12=-548/859,10-11=-5451862,9-10=-1188/536 WEBS 4-10=-1398/831,8-10=-6/299,6-10=-907/458,6-8=0/261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 284 Ib uplift at joint 1,213 Ib uplift at joint 7 and 512 Ib uplift at joint 9. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)36 Ib down and 53 Ib up at 2-2-13 on top chord,and 12 Ib down and 31 Ib up at 2-5-6 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=-70,2-6=-70,6-7=-70,12-13=-20,10-12=-20,9-17=-20 Concentrated Loads(lb) Vert:12=-12(F) WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEM11-7473 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 ANSI1TPII 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 #33286-Mel-Ry-Kexel 710510266 J33286 A03 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:09 2017 Page 1 1D:LjVEDglHdkF?tggPel HpelziJdW-J—R5RCNbQRSG7BjsNoYAHNOjkYO4kmAo60—HhGziF6u 1-2-0 5-5-6 5-1 -5 12-9-3 16-0-0 22-0-0 1-2-0 4-6 6.10-4 3-2-13 6-0-0 Scale=1:37.3 • 2.00 12 5x6= 4 5x5= 5x5 = 18 2x4= 4.00 12 17 19 23 5 1 20 6 o 6 N ? vl 8 7 I� o e e 7x8— 5x8 = e e o e e e e 1.00 12 5x8= 3x6 = 2.00 12 --0 5-0-5 -9-3 0 -0-0 b-0 0-&0 4-8-15 6-103 0-3- 8-11-11 Plate Offsets(X Y)— [1:0-3-6.0-2-81,[2:0-2-8,0-1-51,[3:0-2-8.0-3-01,[4:0-3-0.0-0-51,16:0-3-0 Edoel [7:0-4-14.0-0-81,[8:0-4-0.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.51 7-8 >520 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.87 7-8 >304 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.32 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:92 Ib 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. 1-8:2x6 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1=1029/0-8-0,6=951/0-8-0 Max Horz 1=-93(LC 10) Max Uplift 1=-506(LC 12),6=-458(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3032/1734,2-3=-2908/1745,3-4=-2890/1762,4-5=-3137/1899,5-6=-3550/2231 BOT CHORD 1-8=-1532/2813,7-8=-1749/3084,6-7=-2018/3348 WEBS 2-8=817/1098,4-7=484/1055,5-7=-469/444,3-8=-960/888,3-7=-472/310 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-9-3,Exterior(2)12-9-3 to 15-9-3 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)1,6 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 506 Ib uplift at joint 1 and 468 Ib uplift at joint 6. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%3"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 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 a Job Truss Truss Type City Ply #33286-Mel-Ry-Kexel 710510267 J33286 A04 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:10 2017 Page 1 ID:LjVEDgIHdkF?tggPel HpelziJd W-nA?TeYODBlb71L13xV3PpaYtbyOATDIxL2jgEiziF6t i 1-2-0 i 9-1-15 i 11-7-6 15-0-0 i _22-0-0 1-2-0 7-11-15 2-5-7 3-4-10 7-0-0 Scale=1:37.2 2.00 12 5x5 4x10= 3 2 4.00 12 0 16 2x4 4 d ri 15 17 n 7 7x10=6 5 m 6x8 = IN e � o e e 1.00 F12 e 5x8= 2.00 12 4x8 = 9 - -0-9 2-0-0 8-2-9 2-5-15 10-1-8 Plate Offsets(X Y)— [1:0-4-0,0-2-91,[3:0-2-8.0-0-91,f5:0-0-14 0-1-11 [6:0-2-12,0-4-121,f7:0 -0.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.40 6 >656 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.74 6-14 >356 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.29 5 n/a nla BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:91 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied. 1-2:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2'Except' MiTek recommends that Stabilizers and required cross bracing 5-6:2x4 SP No.1 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=102910-8-0,5=951/0-8-0 Max Horz 1=-109(LC 10) Max Uplift 1=-506(LC 12),5=-468(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2975/1713,2-3=-2571/1548,3-4=-2855/1639,4-5=-3497/2166 BOT CHORD 1-7=-1458/2750,6-7=-1445/2754,5-6=-1967/3301 WEBS 2-7=-61/299,2-6=-407/278,3-6=-622/1149,4-6=-640/636 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-7-6,Exterior(2)11-7-6 to 14-7-6 zone;Cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)The solid section of the plate is required to be placed over the splice line at joint(s)6. 4)Plate(s)at joint(s)1,2,3,5,7 and 4 checked for a plus or minus 0 degree rotation about its center. 5)Plate(s)at joint(s)6 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)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 506 Ib uplift at joint 1 and 468 Ib uplift at joint 5. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1W 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.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 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 a r Job Truss Truss Type Ory Ply #33286-Mel-Ry-Kexel 710510268 J33286 A05 Scissor 7 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:11 2017 Page 1 ID:LjVEDglHdkF?tggPel HpelziJdW-FNYrsuOry2LNVsFVDaeMo54hLkcCfh5Zi7Om9ziF6s 1-2-0 6-1-0 11-0-0 1 •3 0 16-2-9 22-0-0 - 1-2-0 4-11.0 4-11-0 0-3- 4-11.9 5-9-7 Scale=1:36.5 ` 46 = 3 4.00 12 17 18 3x4 3x4 2 4 N d ' v 16 19 7 c� 8x10 = 5 ab 1 B 6 N � 2x4 11 1x4 11 I} o er ee d 2.00 12 5x8= 5x8 -6- 1-2-0 6-1-0 11-3-0 16-2-9 22-0-0 -6- 0-8-0 4-11-0 5-2-0 4.11-9 5-9.7 Plate Offsets(X Y)— [1:0-3-6.0-1-91,[5:0-1-100-1-31 [7:0-3-13.0-3-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.42 6-7 >625 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.69 6-7 >385 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.29 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:97 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP SS*Except* BOT CHORD Rigid ceiling directly applied. 5-7:2x4 SP No.i MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1029/0-8-0,5=951/0-8-0 Max Horz 1=-118(LC 10) Max Uplift 1=-506(LC 12),5=-468(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2932/1736,2-3=-2625/1589,3-4=-2778/1679,4-5=-3577/2152 BOT CHORD 1-8=1544/2716,7-8=-1572/2761,6-7=-1948/3384,5-6=-1939/3368 WEBS 4-7=-840/580,3-7=-650/1293,2-7=-432/285 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plate(s)at joint(s)1,3,5,2,8,4 and 6 checked for a plus or minus 0 degree rotation about its center. 4)Plate(s)at joint(s)7 checked for a plus or minus 2 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)1,5 considers parallel to grain value using ANSIrrPI 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 506 Ib uplift at joint 1 and 468 Ib uplift at joint 5. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 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 a r Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel T10510269 J33286 A06 Roof Special 3 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:12 2017 Page 1 ID:LjVEDglHdkF?tggPelHpelziJdW-jZ6D3EPTjMrr fRR3w6tu?eJxl8Ox3DEoMCxlbziF6r 4-0-05-7-0 11-0-0 16-2-9 22-0-0 4-0-0 1-7-0 5-5-0 5-2-9 5-9-7 Scale=1:36.5 4x4 = 4 4.00 12 21 22 3x6 3x4 N 3x4% 3 5 C5 2 c 20 23 8 M 5x10 = 6 as N � 1x4 11 I$ e ° 11 6x10 = 2.00 FIT 3x8 II 10 3x4 = 3x4 = 3x6 I 5x8 �• 4-0 -3-0 6--9 22-0-0 -6-0 3-6-0 1-7-0 5-8-0. 4-11-9 5-9-7 Plate Offsets(X.Y)— 11:0-1-1.Edge1 11:0-1-11.0-0-41,16:0-1-15,0-1-41,19:0-6-12,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.20 7-8 >978 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.33 7-8 >597 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:97 Ib 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. 3-10:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 6=679/0-8-0,1=48/0-8-0,10=1253/0-3-8 Max Horz 1=118(LC 11) Max Uplift 6=-338(LC 12),1=-42(LC 22),10=-599(LC 12) Max Grav 6=679(LC 1),1=116(LC 21),10=1253(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-160/362,2-3=-465/908,3-4=-1182/746,4-5=-1215/754,5-6=-2292/1398 BOT CHORD 1-11=-321/210,9-10=-12911769,3-9=-1006/713,8-9=-714/489,7-8=-1226/2154, 6-7=1226/2147 WEBS 3-8=-925/1749,4-8=-91/407,5-8=-1063/752,2-11=-159/266,9-11=-255/243, 2-9=589/430 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 338 Ib uplift at joint 6,42 Ib uplift at joint 1 and 599 Ib uplift at joint 10. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/V gypsum sheetrock be applied directly to the bottom chord. A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10103/2015 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 ■.Y■■ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing t+ 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 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 d4- Job Job Truss Truss Type Qty [ly �#33286-Mel-Ry-Kexel 710510270 J33286 A07AT ATTIC 7 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:13 2017 Page 1 ID:LjVEDglHdkF?tggPel HpelziJdW-BlgcHaQ5UgzicpOecdd6RDANy9RdgWZ010yVglziF6q _ 6-10-4 8 6 0 9-11-1 11-0-0 12-0-15 13-0-0 15-1-12 , 22-0-0 6-10-4 1-7-12 1-5-1 1-0-15 1-0-15 1-5-1 1-7-12 6-10-4 Scale=1:36.6 3x4= 3x8 = 4 3x8 = 4.00 12 22 3 5 23 1x4 II 21 24 1x4 II 2 6 `v C5 v 20 N 25 8-0-0 1 7 N 1N Io e s 11 10 9 8 e 5x8 I I 4x6=2x4 11 2x4 I 14x6= 5x8 I 14x4 = 4x4= 3x4 = 3x4= -0- 6-10-4 15-1-12 22-0-0 -6- 64-4 8-3-8 6-104 Plate Offsets(X Y)— fl:0-0-0 0-1-11 fl:O-0-11 1-5-131 f1:0-7-15 0-0-121 f4:0-2-0 Edgel.f7:0-7-15 0-0-121.f7:0-0-11.1-5-131,f7:0-0-0 0-1-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.36 9-10 >734 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.80 9-10 >331 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Attic -0.12 9-10 854 360 Weight:99 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 8-11:2x6 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1083/0-8-0,7=1080/0-8-0 Max Horz 1=118(LC 11) Max Uplift 1=-487(LC 12),7=-487(LC 12) Max Grav 1=1202(LC 20),7=1200(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2512/1185,2-3=-2288/1210,3-4=-406/1329,4-5=-400/1329,5-6=-2288/1215, 6-7=2511/1190 BOT CHORD 1-10=-958/2284,9-10=-958/2284,7-9=-958/2284 WEBS 6-9=0/466,2-10=0/468,3-5=-3692/1680 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)The solid section of the plate is required to be placed over the splice line at joint(s)11,8. 4)Plate(s)at joint(s)4,6,9,2,10,3,5,1,1,1,7,7 and 7 checked for a plus or minus 0 degree rotation about its center. 5)Plate(s)at joint(s)11 and 8 checked for a plus or minus 4 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)Ceiling dead load(5.0 psf)on member(s).2-3,5-6,3-5 9)Bottom chord live load(30.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.9-10 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 487 Ib uplift at joint 1 and 487 Ib uplift at joint 7. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/z'gypsum sheetrock be applied directly to the bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)75 Ib down and 44 Ib up at 9-0-0,and 75 Ib down and 44 Ib up at 13-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®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 ANSIITPI7 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 d Job Truss Truss Type Qty [ly �#33286-Mel-Ry-Kexel 710510270 J33286 A07AT ATTIC 7 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:13 2017 Page 2 I D:LjVEDglHdkF?tggPel HpelziJdW-BlgcHaQ5UgzicpOecdd6RDANy9RdgWz010yVq 1 ziF6q 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=-80,3-4=-70,4-5=-70,5-6=-80,6-7=70,12-17=-20,3-5=-10 Concentrated Loads(lb) Vert:22=50 23=-50 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 r 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 ANSIITPl1 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 #33286-Mel-Ry-Kexel 710510271 J33286 A08 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:14 2017 Page 1 ID:L)UEDglHdkF?tggPel HpelziJdW-gxE_UwRjFz5ZEzbgAL8LzQjdUZmVP3AXGfh2NTziF6p 5-7-0 10-6-10 12-4-1 16-10-6 22-0-0 5-7-0 4-11-11 1-9-7 4-6-5 5-1-10 Scale=1:36.8 2.00112 i 4x6 4x4= 3 4 4.00 12 19 1x4 1x4 N 2 5 1 20 8 �1 6 a I� o e s , o e e 9 8 7 e e 3x8 II 3x8= 3x4 = 3x4= 4x4= 3x4= 0-6- 15-11' 2 -0-0 -6- 10-0-10 5-5-0 6-0-5 Plate Offsets(X Y)— 0:0-1-11,0-0-121.11:0-1-1 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.17 9-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.47 9-17 >557 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:96 Ib 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 WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 6=972/0-8-0,1=1008/0-8-0 Max Hoa 1=112(LC 11) Max Uplift 6=-479(LC 12),1=-496(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=206911340,2-3=-1595/1013,3-4=-1526/1042,4-5=-2090/1370,5-6=-2243/1401 BOT CHORD 1-9=1163/1922,7-9=-795/1548,6-7=-1219/2080 WEBS 2-9=527/452,3-9=-206/484,4-7=-360/536,5-7=-322/332 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-6-10,Exterior(2)10-6-10 to 12-4-1 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 479 Ib uplift at joint 6 and 496 Ib uplift at joint 1. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'1W 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 iii��.iYYi■ building design.Bracing indicatedis 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 ANSUTP11 Quality Criteria,DSB-89 and BCS]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 #33286-Mel-Ry-Kexel 710510272 J33286 A09 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:15 2017 Page 1 ID:LjVEDglHdkF?tggPel HpelziJdW-88oMiGRMOHDQr6AOk2faWeGnBz8x8U7hUJRbvwziF6o 5-0-1 941-13 15-9-10 22-0-0 5-0-1 4-4-12 6-4-13 6-2-6 Scale=1:37.0 4x6 2.00 12 ' 4.00 12 3 19 4x10 zo 1x4 zlz� 18 4 2 rd 17 21 M 1 5 IN h � e o o t � 8 7 6 t o 3x4= 3x8 II 3x8 = 3x4 1x4 II 3x4 = -6- 9-4-3 15-9-10 22-0-0 -6- 8-10-13 6-4-13 6-2-6 Plate Offsets(X,Y)— f1:0-0-3.Edael,fl:0-1-1 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.17 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.32 8-16 >836 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.08 5 fila n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:92 Ib 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 WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 5=974/0-8-0,1=1006/0-8-0 Max Horz 1=95(LC 11) Max Uplift 5=-480(LC 12),1=-495(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2069/1340,2-3=-1723/1120,3-4=-1681/1097,4-5=-2168/1293 BOT CHORD 1-8=-1166/1919,6-8=-1115/2005,5-6=-1120/1997 WEBS 2-8=412/350,3-8=-103/462,4-8=-499/266 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-4-13,Exterior(2)9-4-13 to 12-4-13,Interior(1)15-9-10 to 22-0-0 zone;cantilever right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 480 Ib uplift at joint 5 and 495 Ib uplift at joint 1. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"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.10103/2015 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 ANSIfTPII 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 • 7 Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel 710510273 J33286 A10G Roof Special Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:16 2017 Page 1 ID:LjVEDglHdkF?tggPelHpelziJdW-cKMkvbS_nbLHTGID]mAp3roxJMPV&rcdz 9RMziF6n 4-5-2 8-2-15 13-9-1 19-3-3 22-0-0 4-5-2 3-9-13 5-6-2 5-6-2 2-8-13 Scale=1:36.8 44 2.00112 4.00 12 3 1x4 43x8= 2 18 4x4 = N 5 M 1 6 I4 o e e e e o e e 9 8 7 e e 3x4=3x8 II 3x8= 4x6 — 3x4 = 3x4= -6- 8-2-15 19-3-3 22-0-0 -6- 7-8-15 11-0-4 2-8-13 Plate Offsets(X Y)— f1:0-1-11 0-0-41 f1:0-1-1 Edgel 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) -0.28 7-9 >936 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.85 7,9 >310 180 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:96 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. WEBS 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. (Ib/size) 6=985/0-8-0,1=1009/0-8-0 Max Horz 1=78(LC 24) Max Uplift 6=-506(LC 8),1=-499(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2103/1101,2-3=-1866/924,3-4=-1830/918,4-5=-2403/1139,5-6=-2490/1125 BOT CHORD 1-9=95511944,7-9=1310/2543,6-7=-1022/2320 WEBS 2-9=291/258,3-9=-175/565,4-9=-865/675,4-7=309/432,5-7=0/316 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)The solid section of the plate is required to be placed over the splice line at joint(s)8. 4)Plate(s)at joint(s)3,5,6,9,2,4,7,1 and 1 checked for a plus or minus 0 degree rotation about its center. 5)Plate(s)at joint(s)8 checked for a plus or minus 4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 506 Ib uplift at joint 6 and 499 Ib uplift at joint 1. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)41 Ib down and 78 Ib up at 19-3-3 on top chord,and 13 Ib down and 30 Ib up at 19-3-3 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-70,3-5=-70,5-6=-70.10-13=-20 Concentrated Loads(lb) Vert:7=-13(B) ®WARNING-Verity 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 A 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 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,Alexandra,VA 22314. Tampa,FL 36610 Jk Job Truss Truss Type Qty �Ply �#33286-Mel-Ry-Kexel 710510274 J33286 A11 G Roof Special Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:17 2017 Page 1 I D:LjVEDglHdkF?tggPel HpelziJd W-4Ww66xTcYuT85QKPrTh2b3L 17mpOcM2zydwizoziF6m 3-10-3 7-1-1 11-5-3 15-9-5 21-3-4 3-10-3 3-2-14 44-2 4-4-2 5-5-14 Scale=1:34.1 • 5x5 4.00 12 3 22 2.00 L12 23 3x4 = 3x4 4 24 2 25 26 3x4 = 5 27 3x10 = 1M 6 I o a e R p s 11 10 28 9 8 29 30 7 31 3x6= 3x8 II 2x4 II 7x12 = 7x6 WB 4x4= 2x4 II -6-0 3-10-3 7-1-1 -5-3 15-9-5 20-5-13 -3-4 -6-0 3-4-3 3-2-14 4-4-2 4-4-2 4-8-8 Plate Offsets(X,Y)-- f1:0-0-15.1-6-131,11:0-3-11.0-0-121,13:0-2-8,0-0-91.[10:0-6-0,0-4-41 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 0.91 Vert(LL) 0.48 7-8 >537 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.65 7-8 >390 180 BCLL 0.0 Rep Stress Incr NO WE 0.56 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:112 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2x4 SP No.3'Except' MiTek recommends that Stabilizers and required cross bracing 3-10:2x8 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide, WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 6=1491/1-1-5,1=1819/0-8-0 Max Hoa 1=63(LC 7) Max Uplift 6=-886(LC 5),1=-1069(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=4170/2520,2-3=-4364/2691,3-4=-4218/2611,4-5=-5520/3340,5-6=-5514/3282 BOT CHORD 1-11=-2309/3923,10-11=-2309/3923,8-10=-3204/5431,7-8=-3182/5413,6-7=-3182/5413 WEBS 2-11=-253/205,2-10=-461/431,3-10=-972/1684,4-10=-1422/889,4-8=-56/313, 5-8=-496/619 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=1611;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 886 Ib uplift at joint 6 and 1069 Ib uplift at joint 1. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 Ib down and 192 Ib up at 8-2-15,121 Ib down and 169 Ib up at 9-9-9,83 Ib down and 135 Ib up at 12-1-5,and 50 Ib down and 92 Ib up at 14-5-0,and 25 Ib down and 48 Ib up at 16-8-12 on top chord,and 1004 Ib down and 683 Ib up at 7-1-1,64 Ib down and 30 Ib up at 8-2-15,50 Ib down and 32 Ib up at 9-9-9,36 Ib down and 34 Ib up at 12-1-5,and 21 Ib down and 32 Ib up at 14-5-0,and 10 Ib down and 25 Ib up at 16-8-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=70,3-6=-70,12-17=-20 �!nntiniiprl nn n-9 ®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 Mel,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 #33286-Mel-Ry-Kexel _ T10510274 J33286 A11 G Roof Special Girder 1 1 Job Reference(option East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:17 2017 Page 2 I D:LjVEDglHdkF7tggPel HpelziJdW-4 Ww66xTcYuT85QKPrTh2b3L17mpOcM2zydwizoziF6m COAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-50(B)10=-1004(B)22=-101(B)23=-75(B)24=-37(B)26=-3(B)28=-59(B)29=-36(B)30=-21(B)31=-10(B) 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 SEE 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 ANSIfTPII 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 �Ply1 #33286-Mel-Ry-Kexel710510275 J33286 B01G Diagonal Hip Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:18 2017 Page 1 ID:LjVEDglHdkF?tggPel HpelziJdW-YjUVKHUEJCb?iavbPBCH8GuGPA73Lnw7AHfFWFziF61 _ 5-4-2 9.5-3 14-0.7 5-4-2 4-1-1 4-7-4 2.00 12 Scale=1:22.7 3x4 II 23 4 5 5x8 = 22 3 21 20 3x4=18 19 rb 17 2 N 1 24 10 9 25 8 26 27 7 3x8 M18SHS= 44 = 6 11 3x8 II 1x4 II 3x4 = 3x8 II 5x5 = i 0-10-12 2-1-MI i 5-4-2 9-5-3 14-0-7 0-10-12 1-3-2 3-24 4-1-1 4-7-4 Plate Offsets(X Y)— 11:0-4-14.0-0-61,f1:0-1-3 Edgel [1:0-0-7.2-5-21,f3:0-2-8,0-3-01,f7:0-2-8,0-2-121,f9:0-4-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/def] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.15 8-10 >905 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.20 8-10 >678 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) -0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:63 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=365/1-6-10,7=1027/Mechanical,11=521/0-3-8 Max Horz 7=181(LC 5) Max Uplift 1=-215(LC 4),7=-660(LC 4),11=-314(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1756/1131,2-3=-1590/957,4-7=-258/230 BOT CHORD 1-11=-1693/1041,10-11=-1041/1693,8-10=-1041/1693,7-B=-850/1484 WEBS 2-8=-211/309,3-8=-106/370,3-7=-153811045 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 215 Ib uplift at joint 1,660 Ib uplift at joint 7 and 314 Ib uplift at joint 11. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)25 Ib down and 48 Ib up at 4-6-9,25 Ib down and 48 Ib up at 4-6-9,50 Ib down and 92 Ib up at 6-10-4,50 Ib down and 92 Ib up at 6-10-4,76 Ib down and 135 Ib up at 9-2-0,76 Ib down and 135 Ib up at 9-2-0,101 Ib down and 169 Ib up at 11-5-11,and 101 Ib down and 169 Ib up at 11-5-11 ,and 117 Ib down and 187 Ib up at 13-0-7 on top chord,and 10 Ib down and 25 Ib up at 4-6-9,10 Ib down and 25 Ib up at 4-6-9,21 Ib down and 32 Ib up at 6-10-4,21 Ib down and 32 Ib up at 6-10-4,36 Ib down and 34 Ib up at 9-2-0,36 Ib down and 34 Ib up at 9-2-0,50 Ib down and 32 Ib up at 11-5-11,and 50 Ib down and 32 Ib up at 11-5-11,and 67 Ib down and 28 Ib up at 13-0-7 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 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev.10103/2015 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 . 2 Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel 710510275 J33286 601G Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:18 2017 Page 2 ID:LjVEDglHdkF?tggPe1 HpelziJdW-YjUVKHUEJCb?iavbPBCH8GuGPA73Lnw7AHfFWFziF61 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-70,4-5=-30,12-16=-20,11-16=20,6-11=20 Concentrated Loads(lb) Vert:8=-72(F=-36,B=-36)19=-5(F=-3,B=-3)21=73(F=-37,6=-37)22=-150(F=-75,B=-75)23=-112(B)24=-20(F=-10,B=-10)25=-43(F=-21,B=-21) 26=-100(F=50,B=-50)27=-61(B) ®WARNING-Verify 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 �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall iii��•�YY 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 #33286-Mel-Ry-Kexel T10510275 J33286 B02G Diagonal Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:19 2017 Page 1 I D:LjVEDglHdkF?tggPe1 HpelziJdW-Ovl tXdVs4WjrKkUnzukWg000haT14EGGPxPp2hziF6k 541-2 9-5-3 13-9-12 5-4-2 4-1-1 4-4-9 2.00 12 Scale=1:22.3 3x4 II s 23 4 5 5x8 = 22 21 3 20 3x4= 19 2 18 17 N 16 1 3x4 = 25 10 9 26 8 27 28 7 24 3x8 II 3x8 M18SHS= 4x4 — 6 3x4 = 1x4 1 I 3x8 II 5x5 = 0-10-12 5-4-2 9-5-3 13.9-12 0-10-12 4-5-7 4-1-1 4-4-9 Plate Offsets(X.Y)-- 11:0-2-13,Edgel.11:0-1-0,Edgel.f1:0-0-4,2-6-61,f3:0-2-12,0-3-01,f7:0-2-8,0-2-121.f9:0-3-15.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.17 8-10 >966 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.22 8-10 >747 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:62 Ib 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 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=823/1-6-10,7=1152/Mechanical Max Horz 1=178(LC 4) Max Uplift 1=-521(LC 4),7=-732(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2407/1544,2-3=-1723/1023,4-7=-289/252 BOT CHORD 1-10=-1640/2360,8-10=-1640/2360,7-8=-1040/1579 WEBS 2-8=-697/571,3-8=-195/464,3-7=-1657/1099 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=16ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 521 Ib uplift at joint 1 and 732 Ib uplift at joint 7. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 Ib down and 34 Ib up at 2-4-2,33 Ib down and 55 Ib up at 4-7-14,25 Ib down and 48 Ib up at 4-7-14,59 Ib down and 100 Ib up at 6-11-9,50 Ib down and 92 Ib up at 6-11-9,85 Ib down and 142 Ib up at 9-3-4,76 Ib down and 135 Ib up at 9-3-4,110 Ib down and 175 Ib up at 11-7-0,and 101 Ib down and 169 Ib up at 11-7-0,and 123 Ib down and 182 Ib up at 13-1-11 on top chord,and 7 Ib down and 16 Ib up at 2-4-2, 23 Ib down and 40 Ib up at 4-7-14,10 Ib down and 25 Ib up at 4-7-14,35 Ib down and 42 Ib up at 6-11-9,21 Ib down and 32 Ib up at 6-11-9,48 Ib down and 39 Ib up at 9-3-4,36 Ib down and 34 Ib up at 9-3-4,62 Ib down and 36 Ib up at 11-7-0,and 50 Ib down and 32 Ib up at 11-7-0,and 74 Ib down and 25 Ib up at 13-1-11 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 ®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 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 e � ' Job Truss Truss Type Qty Ply #33286-Mel-Ry-Kexel 710510276 J33286 B02G Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Feb 23 13:13:19 2017 Page 2 I D:LjVEDglHdkF?tggPel HpelziJdW-Ovl tXdVs4WjrKkUnzukWgUQUhaTl4EGGPxPp2hziF6k 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=-30,6-11=20 J Concentrated Loads(lb) Vert:8=-84(F=-48,B=-36)19=-13(F=-11,B=-3)21=-86(F=-50,B=-37)22=-163(F=-88,B=-75)23=-123(B)24=7(F)25=-33(F=-23,B=-10)26=-57(F=-35,B=-21) 27=-112(F=-62,B=-50)28=-64(B) A ®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 qr �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V I 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 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 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 14_ 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. �'� �� c1-2 c2-3 2. Truss bracing must be designed by an engineer.For 16 4 wide truss spacing,individual lateral braces themselves 0 WEBS oar may require bracing,or alternative Tor I T Of ,� w p bracing should be considered. I O 5 '� X31 O U 6 = 3. Never exceed the design loading shown and never CL �a U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�-a cs-� cs-s I-_ designer,erection supervisor,property owner and plates 0- 'Nd' from outside BOTTOM CHORDS all other interested parties. 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 ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIITPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 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 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 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 in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 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 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 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. 4e�� 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: project engineer before use. ANSI/TP11: 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. Nil is not sufficient. BCSI: Building Component Safety Information, i Te k� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015