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HomeMy WebLinkAboutTruss Drawings 3 Job Truss Truss Type Qty Ply Burke Res " T11347017 J33708 H01G ROOF SPECIAL GIRDER 1 q J Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:47 2017 Page 1 I D:_YlxsB Go L819MC4kOA4rJGzG I Sn-vvB VQYOTLugYih gvxLL7uyctKW54X54 RHBZzgVz61 Cs 0-8-0 2 8-0 8-5-11 12-0-15 r 0�-0 2-0-0 5-9-11 4-1 4 Scale=1:20.3 1.50 12 3x4 II 3 6x8 2 `4 1 4x8= 9 10 11 5 12 13 14 4 6 3x8 II 6x8 = i 85-11 12E-15 M2-8-0 5-9-11 4-1 4 Plate Offsets(X.Y)— i2:0-3-12,0-2-121.i4:0-2-0.0-2-121.i5:0-5-4.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.80 Vert(LL) 0.44 5-7 >325 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(TL) -0.57 5-7 >250 180 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:187 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 cc purlins, BOT CHORD 2x8 SP SS except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 3-4:2x8 SP No.2 REACTIONS. (lb/size) 4=5579/Mechanical,6=3807/0-8-0 Max Horz 6=172(LC 4) Max Uplift 4=-3797(LC 4),6=-2385(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=13758/9468,2-3=-1215/826 BOT CHORD 1-5=9487/13645,4-5=-9587/13796 WEBS 2-5=2882/4394,24=13004/9020 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 cc,2x8-2 rows staggered at 0-9-0 cc. Bottom chords connected as follows:2x8-2 rows staggered at 0-5-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 cc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3797 lb uplift at joint 4 and 2385 lb uplift at joint 6. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)786 lb down and 429 lb up at 2-0-12.797 lb down and 469 lb up at 4-0-12,797 lb down and 469 lb up at 6-0-12,1826 lb down and 1532 lb up at 7-0-12,797 lb down and 469 lb up at 8-0-12,730 lb down and 583 lb up at 9-0-12,797 lb down and 469 lb up at 10-0-12,and 730 lb down and 583 Ito up at 10-10-12,and 810 lb down and 457 lb up at 12-3-5 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111.7473 rev.1010312015 BEFORE USE. Design valid for use only with Mrrek®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 buildingdesign.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing p q 9 9 P 9 Y P ry i 9 M(Tek' 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 QualityCriteria DSB-89 and BCSI BuildingComponent Safe Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Aexana,VA 22314.ldd P 6904 Parke East Blvd. � Tampa,FL 36610 r � Job Truss Truss Type Qty Ply Burke Res ' T11347017 J33708 H01 G ROOF SPECIAL GIRDER 1 J�} Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:47 2017 Page 2 I D:_YlxsB Go L819 MC4kOA4rJ GzGI Sn-vvBVQYOTLugYingvxLL7uyctKW54X54RH BZzgVz61 Cs LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=90,1-6=-110,141 20 Concentrated Loads(Ib) Vert:1=786(F)4=810(F)7=797(F)9=-797(F)10=1826(B)11=-797(F)12=-730(B)13=-797(F)14=-730(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-T4T3 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not �® a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall 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 ANSVTPN Quality Criteria,DSB-89 and Bost Building Component 6904 Parke Fast 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 Burke Res � T11347018 J33708 M01GE GABLE 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:48 2017 Page 1 ID:—YlxsBGoLB1 9MG4kOA4rJGzGlSn-N51ueul56ByPJqP5U3tMQ99BowcjGkBaVrJ WDyz61Cr 13-8-0 13-8-0 Scale=1:22.9 9 1x4 II 1x4 II B 3.00 12 1x4 II 7 1x4 II 6 1x4 II 6 1x4 II 4 " 1x4 II 3 2 1 17 16 15 14 13 12 11 10 3x4 = 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.25 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:65 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-8-0. (lb)- Max Horz 1=379(LC 8) Max Uplift All uplift 100 lb or less at joints)1,10,16 except 17=386(LC 8),15=-145(LC 8),14=110(LC 8), 13=116(LC 8),12=113(LC 8),11=129(LC 8) Max Grav All reactions 250 lb or less atjoint(s)1,10,16,15,14,13,12,11 except 17=481(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=344/52 WEBS 2-17=372/407 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 100lb uplift atjoint(s)1,10,16 except (jt=lb)17=386,15=145,14=110,13=116,12=113,11=129. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ■.Y building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 . , Job Truss Truss Type Qty Ply Burke Res _ • T11347019 •J33708 M02 Monopitch 6 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:48 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-N51ueu156ByPJgP5U3tMQ995gwWoGfwaVrJ WDyz61Cr 7-1-7 13-M 7-1-7 6-6-9 Scale=1:22.6 3x4 3 3.00 FIT 3x4 2 1 �I 0 C 5 4 3x4 = 1x4 II 5x5 = 7-1-7 13-8-0 7-1-7 6-6-9 Plate Offsets(X,Y)— r3:0-0-12.0-1-81 r4:0-2-8.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) 0.16 5-8 >988 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.50 Vert(TL) -0.21 5-8 >768 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014/iP12007 Matrix-AS Weight:58 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=761/0-8-0,4=727/Mechanical Max Horz 1=371(LC 8) Max Uplift 1=-503(LC 8),4=-574(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1623/980,34=241/265 BOT CHORD 1-5=1208/1518,4-5=1208/1518 WEBS 2-5=0/283,2-4=1520/1212 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 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 lb uplift at joint(s)except Qt=lb) 1=503,4=574. 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-Verlfy 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 p�i��.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 ANSVTPII 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 r Job Truss Truss Type Qty Ply Burke Res T11347020 J33708 ZCJ1 Jack-Open 23 1 Job Reference o tionai East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:49 2017 Page 1 ID:—YlxsBGoL819MC4kOA4rJGzG ISn-rHJGrE1 ktV4Gx_12mObzNhECKxl?CYkkV2410z61Cq 1-8-0 1-M 1-8-0 1-0-0 Scale=1:8.7 3 d 6.00 12 W 2 d d cr ' d Q° 4 0° 1 Q° Q° 3x3= 1-0-0 1-M Plate Offsets(X,Y)— f2:0-0-7.0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.17 Vert(TL) 0.00 7 >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:6lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-27/Mechanical,2=347/0-8-0,4=55/Mechanical Max Horz 2=189(LC 8) Max Uplift 3=-27(LC 1),2=519(LC 8).4=-55(LC 1) Max Grav 3=74(LC 8),2=347(LC 1),4=129(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e c e 0 'de 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- col will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb) 2=519. ®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 MiTek' building design.Bracing indicated is to prevent buckling of Individual truss web andfor chord members only.Additional temporary and permanent bracing ivi iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITn°I1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast 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 Burke Res T11347021 J33708 ZCJ3 JACK-OPEN 13 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:50 2017 Page 1 I D:—YlxsBGoL819 M C4kOA4rJ GzGI S n-J Ute3a2MepC7Z8ZUcUvgVa E PxkG3kfotz9od Hgz61Cp -1-8-0 3-0-0 1-8-0 3-0-0 Scale=1:13.7 3 6.00 12 m d_ 2 $I 4 0 o. o. 2x4 = 3-0-0 3-0-0 Plate Offsets(X,Y)— f2:0-4-7,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:12 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=90/Mechanical,2=363/0-8-0,4=25/Mechanical Max Horz 2=296(LC 8) Max Uplift 3=-99(LC 8),2=398(LC 8) Max Grav 3=99(LC 13).2=363(LC 1),4=49(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=39ft;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 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=398. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek' 4ek" building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ryp l 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 ANSIfTPN Quality Criteria,DSB-89 and BCSt 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 Burke Res _ ' T11347022 J33708 ZCJ3A Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:50 2017 Page 1 ID:_YIxsBGoL819MC4kOA4rJGzGISn-J Ute3a2MepC7Z8ZUcUvgVaEPxkG3kfotz9odHgz6lCp -143-0 3-0-0 1 8-0 3-0-0 Scale=1:13.7 3 6.00 12 m 0 m 2 of 4 1 3x3 = 3-0-0 3-0-0 Plate Offsets(X,Y)— 12:0-0-3,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) 0.00 2 file n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:12 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=90/Mechanical,2=363/2-6-0,4=25/Mechanical Max Harz 2=296(LC 8) Max Uplift 3=-99(LC 8),2=398(LC 8) Max Grav 3=99(LC 13).2=363(LC 1),4=49(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=39ft;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 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=398. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. �7 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 property damage.For general guidance regarding the 1Vi fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII quality Criteria,DSB419 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 • r Job Truss Truss Type Qty Ply Burke Res ' T11347023 J33708 ZCJ3B Jack-Open 3 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:51 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-ngQOGv3_P6K_AI8gABQ32omah8bHT611 CpXApHz61Co -1-8-0 2-8-0 3-0-0 , r 1-8-0 2-8-0 0-4-0 Scale=1:13.7 4 6.00 12 CV 3 n d! TT 203x3 = 1 40 5 od �j d �Il 2-B•0 2-8-0 Plate Offsets(X.Y)— 12:0-0-3.0-0-51.j3:0-5-2,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) -0.02 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(TL) -0.05 6 >778 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:15 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=118/Mechanical,2=371/0-8-0,5=15/Mechanical Max Horz 2=296(LC 8) Max Uplift 4=-73(LC 8),2=394(LC 8) Max Grav 4=131(LC 13),2=371(LC 1),5=30(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuR=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) 2=394. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ° a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall i■ppp�.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 ANSVTPI1 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 Burke Res ` T11347024 J3370B ZCJ3C Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:51 2017 Page 1 ID:—YlxsBGoL819MC4kOA4rJGzGISn-ngQOGv3_P6K AI8gABQ32omgd8cNT611CpXApHz6lCo 2-2-5 2-&-5 , 2-2-5 0-4-0 Scale=1:12.3 3 6.0012 Aa?N 2 2x M 1 � 3 = u 4 ey d 5 VERTICAL SUPPORT OF FREE END axe it OF CHORD IS REQUIRED. 2-2-5 2-2-5 Plate Offsets(X.Y)— 11:0-0-1.0-0-11.T1:O-0-1.0-4-131.f1:0-3-8.Edoe1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.34 Vert(LL) 0.02 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(TL) -0.04 5 >772 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-6-5 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. (lb/size) 3=88/Mechanical,4=65/Mechanical,1=147/0-2-5 Max Horz 1=135(LC 8) Max Uplift 3=-94(LC 8),4=44(LC 8),1=-41(LC 8) Max Grav 3=93(LC 13),4=68(LC 13).1=147(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=39ft;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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■■■��.YYY■■ 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 ANSVTPII 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 Burke Res T11347025 • J33708 ZCJ3D Jack-Open 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:52 2017 Page 1 ID_YlxsBGoL819MC4kOA4rJGzGISn-Fs_OUF4rAQSroSjtjuxlb?JkRXyXCZHAQTHkMjz6lCn -148-0 3-0-0 1-8-0 3-0-0 Scale=1:13.7 3 6.00 12 c� m 2 $I A• 4 1 t1• �• 3x3 = -8-0 9- 2-8-0 0-1-1 Plate Offsets(X Y)— I2:0-0-3 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(TL) -0.01 4-7 >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 FBC20141TP12007 Matrix-MP Weight:12 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=90/Mechanical,2=363/0-8-0,4=25/Mechanical Max Horz 2=296(LC 8) Max Uplift 3=-99(LC 8).2=398(LC 8) Max Grav 3=99(LC 13),2=363(LC 1),4=49(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=39ft;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 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord 1n all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=398. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSVTPII 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 4. Job Truss Truss Type Qty Ply Burke Res ' T11347026 J33708 ZCJ3E Jack-Open 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:52 2017 Page 1 I D:_Ylxs BGoL819 M C4kOA4rJ GzGl Sn-FS_OU F4 rAQSroSjtjuxl b7JtCXy1 CZHAQTHkMjz6ICn 2-0-0 2-0-0 Scale=1:12.3 2 6.00 12 2x4 II ao 1 m d d 2x4 II4 3 i 2-0 2-0-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.15 Vert(LL) 0.00 4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.15 Vert(TL) -0.00 3-4 >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 FBC2014/TPI2007 Matrix-MR Weight:7 lb FT='O% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=101/Mechanical,2=77/Mechanical,3=24/Mechanical Max Horz 4=101(LC 8) Max Uplift 4=-13(LC 8).2=116(LC 8),3=18(LC 8) Max Grav 4=101(LC 1),2=84(LC 13),3=36(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=39ft;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)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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)4,3 except Gt=lb) 2=116. ®WARNING-Verify design parameters and READ NOTES ON TINS 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 �w a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall pii��.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 ANSVTPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 36610 1 j Job Truss Truss Type City Ply Burke Res ' T11347027 J33708 ZEJ3 Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:53 2017 Page 1 ID:XLrw8rJ9Chn1tLet4D?WY1zFzYT-k3Ynhb4ExkbiQcl3HcSX7DsvBxFNxOXKf7OHu9z61Cm 1 8-0 2-8-0 31 -0 1-8-0 2-8-0 0-41 Scale=1:13.7 4 ao 6.00 12 N 3 M 2x4 = 2 5 d j 6 1 3x4= VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. r z-a-0 2.8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) -0.04 6 >790 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.35 Vert(TL) -0.11 6 >325 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 file n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:15 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=79/Mechanical,2=373/0-8-0,5=55/Mechanical Max Horz 2=296(LC 8) Max Uplift 4=-60(LC 8).2=393(1_C 8),5=-6(LC 5) Max Grav 4=87(LC 13),2=373(LC 1),5=69(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=39ft;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 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 lb uplift at joint(s)4,5 except(It=lb) 2=393. ®WARNING-Verify dwlgn parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 veriy the applicability of design parameters and property Incorporate this design Into the overall MiTek' t building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing IV 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 ANSVTPII 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 Burke Res • T11347028 •J33708 ZEJ5 Jack-Open 6 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:53 2017 Page 1 I D:_YI xsB GoLB 19 MC4kOA4rJGzGI Sn-k3Yn hb4Exkb i QCI3HcSX7 DswWxE LxOXKf 7OHu9z61 C m 1 8-0 5-0-0 1 8-0 5-0-0 Scale=1:18.6 3 6.00 12 m 0 N N 2 6 g 4 1 6 6. 2x4= 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) 0.05 4-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(TL) -0.08 4-7 >747 180 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-AS Weight:19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=182/Mechanical,2=455/0-8-0,4=62/Mechanical Max Horz 2=405(LC 8) Max Uplift 3=219(LC 8),2=-415(LC 8) Max Grav 3=195(LC 13),2=455(LC 1),4=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=219,2=415. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/T gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall MiTek' building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing IV g 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 ANSI1TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Burke Res ` T11347029 J33706 ZEJ5A Jack-Open 5 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:54 2017 Page 1 ID: YlxsBGoL819MC4kOA4rJGzG[Sn-CF69vx5siliZIlsFrJzmgQO5GLbngTnTunmrQbz6lCI -1-8-0 4 6-0 5-0-0 1-8-0 4-6-0 0-6-0 Scale=1:18.6 4 6.00 12 2x3 11 m t m 3 w d N N 2 x 5 I 7 1 3x3= 2x3 11 8 50-6-0 3 -0-0 -0-0 4 r 1- 1 3 11 1-12 Plate Offsets(X,Y)— 12:0-0-3,0-0-51 -0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) -0.02 7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(TL) -0.04 7 >698 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:23 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 2-6-0 except(jt=length)4=Mechanical,5=Mechanical. (lb)- Max Horz 2=405(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 4=-127(LC 8),2=315(LC 8),6=-269(LC 8) Max Grav All reactions 250 lb or less atjoint(s)4,8,5 except 2=291(LC 1),6=299(LC 13),2=291(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=252/128 BOT CHORD 3-6=261/283 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 4,315 lb uplift at joint 2,269 lb uplift at joint 6 and 315 lb uplift at joint 2. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum sheetrock be applied directly to the bottom chord. 'A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED IWTEK REFERENCE PAGE 11,7II.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 properly Incorporate this design Into the overall p�r building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing iVliTek" is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Duality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 a J Job Truss Truss Type Qty Ply Burke Res T11347030 J33708 ZEJ5B Jack-Open 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:55 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-gRgX6H6UTLrPNRSPI V?CexGOlswPwl c6RVOy2z61Ck -1-8-0 2-4-0 5-0-0 1-8-0 24-0 2-8-0 Scale=1:18.6 4 6.00 12 2x4 II ¢ m N 0 3 N N 2 x 5 I [i O~ 8 7 1 6 Q 2x3 III 1-0-0 I 34= �� 2-0-0 3HO 5-0-0 Plate Offsets(X,Y)— f2:0-0-3.0-0-51 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) 0.09 7 >625 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(TL) -0.13 7 >473 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ificr YES WB 0.00 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:22 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=162/Mechanical,2=465/0-8-0,5=95IMechanical Max Horz 2=405(LC 8) Max Uplift 4=-174(LC 8),2=-409(LC 8),5=-34(LC 8) Max Grav 4=172(LC 13),2=465(LC 1),5=105(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=309/0 BOT CHORD 2-8=123/256 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 4,409 lb uplift at joint 2 and 34 lb uplift at joint 5. 9)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and'/"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design into the overall /q �" building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' I 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 Jab Truss Truss Type City Ply Burke Res ' T11347031 J33708 ZEJ5C Jack-Open 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:55 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-gRgX6H6UTLrPNRSP 1 V?CexGOlwxPwl c6RVOy2z61Ck 18-0 2-M 4-8-0 S-0-0 1-8-0 2-M 2-8-0 0 4-0 Scale=1:18.6 3x4 11 5 4 m r' 6.00 12 2x4 II 6 7 N 3 da N 0 d 3x4 I I 2 0 3.00 12 6 O~ 9 10 1 6' 2x4 II 3x4 3x4 = 2-0-0 0-8-0 2-0-0 0-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) 0.03 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(TL) -0.05 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:23 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing:8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=83/Mechanical,2=464/0-8-0,6=169/Mechanical Max Horz 2=405(LC 8) Max Uplift 5=-46(LC 8),2=41O(LC 8),6=-166(LC 8) Max Grav 5=88(LC 13),2=464(LC 1),6=179(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=302/0,3-4=-267/73 BOT CHORD 2-10=-103/252,7-8=183/269 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 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 46 lb uplift at joint 5,410 lb uplift at joint 2 and 166 lb uplift at joint 6. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.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 pi�Y� building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WOW iT�i kf 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 Burke Res ' T11347032 J33708 ZEJ5D Jack-Open 9 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:56 2017 Page 1 I D:_YlxsB GoL819 M C4kOA4rJGzGI Sn-8d EvJd77EfzG H30eyk0 EIrU Oj91 qB NcML5 FxV Uz61 Cj 1 8-0 3-M 5-0-0 11-0 3-M 2-M Scale=1:18.6 4 1x4 II 6.00 12 3 N N N 5 � 2 I� 6 1 4x4 3.00 12 2x4= 3-0-0 5-0-0 3-M Plate Offsets(X.Y)— 12:0-1-9 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.89 Vert(LL) 0.17 6 >347 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.30 Vert(TL) -0.19 6 >306 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) -0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:21 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=225/Mechanical,2=455/0-4-0,5=19/Mechanical Max Horz 2=405(LC 8) Max Uplift 4=-228(LC 8),2=-415(LC 8) Max Grav 4=241(LC 13),2=455(LC 1),5=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=39ft;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)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 228 lb uplift at joint 4 and 415 lb uplift at joint 2. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify dmlgn 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 propedy Incorporate this design into the overall pp qq� building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 'y'I�ek" 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 Job Truss Truss Type City Ply Burke Res T11347033 ' J33708 ZEJ5G JACK-CLOSED GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:56 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-8dEvJd77EfzGH30eykOElrU Wi9EO8EmmL5FxVUz61Cj 5-0-0 5-M 2x4 11 Scale=1:17.2 4 3 6.OD 12 3x6 2 1 $I 6 Q. 7 10 6 Q A 3x10 II 3x4 = 6x6=5 5-0-0 5-0-0 Plate Offsets(X.Y)— f6:0-2-4,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.38 Vert(LL) 0.05 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.52 Vert(TL) -0.06 6-7 >981 180 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-MP Weight:28lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1268/0-8-0.6=1961/Mechanical Max Horz 1=280(LC 21) Max Uplift 1=-834(LC 8),6=-1495(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2463/1619 BOT CHORD 1-7=1664/2192,6-7=1664/2192 WEBS 2-7=1185/1702,2-6=-2329/1769 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 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 834 lb uplift at joint 1 and 1495 lb uplift at joint 6. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1339 lb down and 967 lb up at 1-10-12,and 1339 lb down and 967 lb up at 3-10-12 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=90,3-4=-90,1-5=-20 Concentrated Loads(lb) Vert:7=-1339(F)10=1339fF) ®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 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 ANSIMPH 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 Burke Res ' T11347034 J33708 ZEJ5J Jack-Open 4 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:57 2017 Page 1 I D:_YlxsBGoLB19MC4kOA4rJGzGISn-cgoHXz8l?y57uDbgWSXT13OaBYXltq Wval—Vl wz61Ci L 18-0 2-M 5-M 1 8-0 2-M 3-M Scale=1:18.6 4 6.00 12 m N N CS N N 2 3 3x1 = of 5 0 Xxi 7 6 1 2.3 II 3x4 = 2 2-0-0 Plate Offsets(X,Y)— 13:0-4-8,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.78 Vert(LL) 0.14 6 >421 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(TL) -0.20 6 >291 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:21 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORDI Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=170/Mechanical,2=468/1-0-0,5=86/Mechanical Max Horz 2=405(LC 8) Max Uplift 4=-183(LC 8),2=-407(LC 8),5=-26(LC 8) Max Grav 4=181(LC 13),2=468(LC 1),5=100(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuR=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint 4,407 lb uplift at joint 2 and 26 lb uplift at joint 5. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. III ®WARNING-Verily design parameters and READ NOTES ON TNIS AND INCLUDED WTEK 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 �nniT2k" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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,Alexandrla,VA 22314. Tampa,FL 36610 Jab Truss Truss Type Oty Ply Burke Res T11347035 J33708 ZEJ5K Jack-Open 6 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:58 2017 Page 1 I D:_YlxsBGoL819 MC4kOA4rJGzGISnAOLgkJ8NIGD_WNA0492igGZnFyx7r-Hm3pPk2ZNz61Ch -1 8-0 5-1-8 1-8-0 5-1-8 Scale=1:19.1 3 6.00 12 v 4 " N 2 4 1 2x4 = 5-1-8 5-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.44 Vert(TL) -0.09 4-7 >685 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=188/Mechanical,2=461/1-0-0,4=64/Mechanical Max Horz 2=412(LC 8) Max Uplift 3=227(LC 8).2=-417(LC 8) Max Grav 3=200(LC 13),2=461(LC 1),4=92(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;13=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 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 227 lb uplift at joint 3 and 417 lb uplift at joint 2. 8)This truss design requires that a minimum of 7/16"structural woad sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity 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 ANSl1TPI1 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 Burke Res T11347036 J33708 ZEJ5L Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:58 2017 Page 1 ID:XLrw8rJ9Chn 1 tLet4D?WY1 zFzYT-4OLgkJ8NIGD_WNA0492igGZnByu1 cHm3pPk2ZNz61Ch -1-8-0 2-8-0 5-M 1 8-0 2-8-0 2-4-0 Scale=1:18.6 4 6.00 12 N N d N 3 a 2 3x4 = 5 � 6 1 3x4 -_ VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. z-e-0 2.8-0 Plate Offsets(X.Y)— 12:0-0-11.0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.10 6 >589 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(TL) -0.26 6 >231 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:21 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=169/Mechanical,2=472/0-8-0,5=87/Mechanical Max Horz 2=405(LC 8) Max Uplift 4=-182(LC 8),2=-405(LC 8),5=-27(LC 8) Max Grav 4=180(LC 13),2=472(LC 1),5=100(LC 3) 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=39ft;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 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 182 lb uplift at joint 4,405 lb uplift at joint 2 and 27 lb uplift at joint 5. 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-Verily design parameters and READ NOTES ON TMS 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 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 1 V IiTek" 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 ANSVTPII 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 Burke Res T11347037 J33708 ZEJ5M Jack-Open Girder 1 1 Job Reference(optional)* East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:59 2017 Page 1 ID:XLrw8rJ9Chnl tLet4D?WYt zFzYT-YCv2yf9?WaLr8XIDetZxNU6_BMDBLiOC 13Tc6pz6lCg -1 8-0 2-8-0 3-0-0 , 5-M 18-0 2-8-0 0-4-0 2-M Scale=1:13.7 4 5 4x4— m 6.00 12 `� m 3 m d o 0 2 2x4 71 x4 I I o 6 6 8 1 3x4= VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 2-8-0 3-0-0 , 5-0-0 2-8-0 0-4-0 2-0-0 Plate Offsets(X Y)— 12:0-0-7.0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.55 Vert(LL) 0.14 8 >411 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(TL) -0.32 8 >188 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.09 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MP Weight:21 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=87/Mechanical,2=495/0-8-0,6=209/Mechanical Max Horz 2=301(LC B) Max Uplift 5=-97(LC 4),2=462(LC 8),6=-101(LC 8) Max Grav 5=87(LC 1),2=512(LC 36),6=289(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-7=353/216 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=39ft;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)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 5,462 lb uplift at joint 2 and 101 lb uplift at joint 6. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)154 lb down and 94 lb up at 3-0-0 on top chord,and 207 lb down and 55 lb up at 3-0-0 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=90,4-5=-90,8-9=20,6-12=-20 Concentrated Loads(lb) Vert:4=-9(F)7=-55(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicebirdy of design parameters and property Incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPII Quality Crlterla,DSU-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 Burke Res T11347038 J33708 ZEJ7 Jack-Open 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08AT00 2017 Page 1 ID:XLrw8rJ9Chnl tLet4D?WY1 zFzYT-0PTQ9—AdHtTiilgKPBa4Avhe29mY447GLGjD9eFz61Cf 2-0-0 2 8-0 , 7-M 1 e-0 2-00 0-8-0 4-4-0 Scale=1:23.4 5 6.00 12 3x4 m 4 OJ M A A 3 2 8 0 1x4 II d — 2x4 9 1 VERTICAL SUPPORT OF FREE END 3x4 - OF CHORD IS REQUIRED. 2-0-0 2-8-0 5-6-4 7-0-0 2-0-0 0-8-0 2-10-4 15-12 Plate Offsets(X.Y)— 12:0-0-3,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) 0.15 9 >547 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(TL) -0.31 9 >272 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-AS Weight:32 lb 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. 3-6:2x4 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. (lb/size) 5=145/Mechanical,2=577/0-8-0,6=225/Mechanical Max Horz 2=515(LC 8) Max Uplift 5=-182(LC 8),2=440(LC 8),6=151(LC 8) Max Grav 5=153(LC 13),2=577(LC 1),6=238(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=738/337 BOT CHORD 3-8=556/701,7-8=556/701 WEBS 4-8=214/436,4-7=-814/647 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 182 lb uplift at joint 5,440 lb uplift at joint 2 and 151 lb uplift at joint 6. 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 M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRP11 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 Burke Res J33708 ZEJ7A Jack-Open 1 1 T11347039 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:01 2017 Page 1 I D:XLrw8rJ9Chnl tLet4D?WY1 zFzYT-Vbt oNKBF2BbZNgvblHbPSvBI BAsxpbPWNyiAhz6lCe -11, 2-8-0 4-2-8 6-2-8 7-0-0 1-8-0 2 8-0 1E 8 2-0-0 0-9 8 4x4= Scale=1:22.7 5 6 1x4 6.00 12 4 d, N N N 3 Ell 2 — 3 4 = I� 9 1 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 3x4= 2 8-0 6-2-8 7-0-0 I 21% 3E-8 0-9-8 Plate Offsets(X.Y)— 12:0-0-3,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 Vert(LL) 0.19 9 >443 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(TL) -0.36 9 >229 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:34 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 5-6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. BOT CHORD 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. (lb/size) 6=33/Mechanical,2=577/0-8-0,7=337/Mechanical Max Horz 2=477(LC 8) Max Uplift 6=-36(LC 4),2=459(LC 8),7=-281(LC 8) Max Grav 6=33(LC 1),2=577(LC 1),7=350(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=433/193 BOT CHORD 3-8=393/459 WEBS 4-8=537/455 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=39ft;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)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 6,459 lb uplift at joint 2 and 281 lb uplift at joint 7. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 �`A1Y�• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW l 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 ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • r Job Truss Truss Type City Ply Burke Res T11347040 J33708 ZEJ7B Jack-Open 1 1 Job Reference(optional) East Coast Truss, FL Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:01 2017 Page 1 ID:XLrw8rJ9Chnl tLet4D?WY1 zFzYT-Vbl oNKBF2BbZNgvblHbPSvBDvAtopbkWNyiAhz6lCe -1_8-0 2-8-0 4-2-8 7-0-0 1_" 2-8-0 1-6-8 2-9-8 Scale=1:18.2 4x4 = 3x4 = 4 5 6 6.00 12 N 3 v N 2 3x6 8 3x4 = o mr 7 d 0 9 1 VERTICAL SUPPORT OF FREE END 3x4= OF CHORD IS REQUIRED. z-6-o a-z-a 2-8-0 1-6-8 Plate Offsets(X.Y)— 12:0-0-3.0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) 0.15 9 >538 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(TL) -0.30 9 >275 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Hoa(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:32 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=366/Mechanical,2=57710-8-0,7=4/Mechanical Max Horz 2=367(LC 8) Max Uplift 6=-294(LC 8),2=-501(LC 8) Max Grav 6=366(LC 1),2=577(LC 1),7=26(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 34=486/262,4-5=410/284 BOT CHORD 3-8=300/420 WEBS 5-8=345/498 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 294 lb uplift at joint 6 and 501 lb uplift at joint 2. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''Yi"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev.1010312015 BEFORE USE. �7 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 ■.Y 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 ANSUTI ll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • r Job Truss Truss Type Qty Ply Burke Res T11347041 J33708 ZEJ7C Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:02 2017 Page 1 1 D:_YlxsBGoL819MC4kOA4rJGzGISn-znbAagBtpVjQ?_UoJ?7e?6kTFZFAY2_ej1 iGiBz61Cd -1-8-0 2-2-8 7-M 1-8-0 2-2-8 4-9-8 Scale=1:17.2 4x8= 1x4 II 3 4 5 fl 6.o0 12 Li N ,h q 11J N 2 d' 8 7 6 1x4 II 5x5= 34 = 2-2 8 7-0-0 2-2A 4-9 8 Plate Offsets(X Y)— 12:0-0-7 0-0-51.i3:0-5-0,0-2-01.14:0-2-8 0-0-81.f7:0-2-8.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.69 Vert(TL) -0.08 7-8 >981 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=-24/Mechanical,2=557/0-8-0,6=386/Mechanical Max Horz 2=258(LC 8) Max Uplift 5=-31(LC 18),2=-540(LC 8).6=-437(LC 5) Max Grav 5=158(LC 4),2=557(LC 1).6=386(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=559/345 BOT CHORD 2-8=321/450,7-8=-324/466 WEBS 4-7=264/429,3-7=-483/335 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=39ft;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)Provide adequate drainage to prevent water ponding. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 5,540 lb uplift at joint 2 and 437 lb uplift at joint 6. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''/V gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall r building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" I s always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the - fabricalion,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPl1 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 Burke Res T11347042 J33708 ZEJ7G Jack-Open Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:03 2017 Page 1 ID:XLrw8rJ9Chn 1 tLet4D?WY1 zFzYT-R-9ZnOCWaorHc82—tietXKGabzcAHUNoyhRpFaz6lCc i -1-8-0 1-8-0 1 2-8-0 , 3-4-0 5-0-0 7-0-0 1-8-0 18-0 1-0-0 0-8-0 1-8-0 2-0-0 4x4= Scale=1:19.6 3x4= 5 6 1x4 J 6.00 12 4 m N N oe m d o N N 3 2x4 = Io 2 16 3x8= 7 Id 1x4 II s 1 VERTICAL SUPPORT OF FREE END 3x4= OF CHORD IS REQUIRED. 1-8-0 2-8-0 5-0-6 7-0-0 1-8 0 1-0-0 2-4-0 2-0-0 Plate Offsets(X.Y)— r2:0-0-7,0-0-31 r3:0-3-8,0-0-01 r7:0-2-8 0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.91 Vert(LL) 0.18 9 >456 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.58 Vert(TL) -0.34 9 >242 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:38 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=615/0-8-0,7=536/Mechanical Max Horz 2=338(LC 8) Max Uplift 2=-488(LC 8),7=-405(LC 8) Max Grav 2=615(LC 1),7=548(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 34=972/535,4-5=-568/314,5-6=-466/307 BOT CHORD 3-8=660/1004 WEBS 6-7=594/429,6-8=-461/701,4-8=-605/385 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=39ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 488 lb uplift at joint 2 and 405 lb uplift at joint 7. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)58 lb down and 136 lb up at 3-0-12,and 208 lb down and 223 lb up at 5-0-0 on top chord,and 251 lb down and 122 lb up at 3-0-12,and 67 lb down and 47 lb up at 5-0-12 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=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1-11=-90,5-14=90,5-6=-90,9-10=-20,7-13=-20 I Concentrated Loads(lb) Vert:5=-79(B)8=67(B)16=-187(B) ®WARNING-Vwfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall �• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW 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 y Job Truss Truss Type Qty Ply Burke Res T11347043 J33708 ZHJ3 Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:04 2017 Page 1 I D:XLrw8rJ9Chn1 tLet4D?WY7 zFzYT-vAjx?MD8L6z8EldAQQ964XpmzNvpO_FxBLBMnOz61Cb -2-45 3-7-12 4-2-3 2-4-53-7-12 0-6-7 Scale=1:13.4 4 3x4 4.24 12 N 12 0 u5 3 2 4x6 = 6 �I x4 11 0 13 7 6 5x5 11 1 4x4 = 3-7-12 4-2-3 3-7-12 05-7 Plate Offsets(X.Y)— f3:0-3-3.0-1-151.14:0-2-14,0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) -0.13 7 >352 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(TL) -0.12 7 >373 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MR Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Mr rek recommends that Stabilizers and required crass bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=67/Mechanical,6=37/Mechanical,2=38510-10-15 Max Horz 2=282(LC 24) Max Uplift 4=-75(LC 8),6=24(LC 17),2=-613(LC 8) Max Grav 4=122(LC 28),6=151(LC 24),2=526(LC 28) FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-10=-471/207 BOT CHORD 3-8=187/445 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpj=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 lb uplift at joint 4,24 lb uplift at joint 6 and 613 lb uplift at joint 2. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 154 lb up at 1-4-15,and 218 lb down and 154 lb up at 1-4-15 on top chord,and 119 lb down and 84 lb up at 1-4-15,and 119 lb down and 84 lb up at 1-4-15 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=90,3-4=-90,8-9=20,7-8=-20,3-5=-20 Concentrated Loads(lb) Vert:12=99(F=50,B=50)13=84(F=42,B=42) ®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 propedy incorporate this design Into the overall n building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 1 VIiT�'ik� 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 ANSUTPIt 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 Burke Res T11347044 J33708 ZHJ5 Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:04 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-vAWMDBL6z8EIdAQQ964XpmzNwuOyOxBLBMnOz6lCb -2-0-5 3-8-2 7-0-2 2-45 3-8-2 3-3-15 Scale=1:18.2 4 I$ 4.24 12 3x4% 12 3 N N 11 2 13 7 14 6 5 1 1x4 II 3x4 = 4x4= i 3-8-2 7-0-2 3-8-2 33-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) -0.08 7-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.67 Vert(TL) -0.07 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:31 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=134/Mechanical,2=491/0-10-15,5=174/Mechanical Max Horz 2=402(LC 8) Max Uplift 4=-149(LC 8),2=-679(LC 8),5=-131(LC 8) Max Grav 4=147(LC 17),2=713(LC 28),5=301(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1033/202 BOT CHORD 2-7=331/710,6-7=-331/710 WEBS 3-7=71/364,3-6=-785/366 NOTES- 1)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 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 149 lb uplift at joint 4,679 lb uplift at joint 2 and 131 lb uplift at joint 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 154 Ib up at 1-4-15,218 lb down and 154 lb up at 1-4-15,and 194 lb down and 123 lb up at 4-2-15,and 194 lb down and 123 lb up at 4-2-15 on top chord,and 119 lb down and 84 lb up at 1-4-15,119 lb down and 84 lb up at 1-4-15,and 33 lb down at 4-2-15,and 33 lb down at 4-2-15 on bottom chard. 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=90,5-8=-20 Concentrated Loads(lb) Vert:11=99(F=50,B=50)13=84(F=42,B=42)14=-1(17=1,B=-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,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall Nat 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 �q fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 � r Job Truss Truss Type Qty Ply Burke Res T11347045 J33708 ZHJ5A Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:05 2017 Page 1 ID:—YlxsBGoL819MC4kOA4rJGzGlSn-NMHJCiEm6Q5?sSCN-7gLciMyOnLuIRZ5Q.?W WJTz6lCa 5-7-2 5-7-2 Scale=1:19.5 44 II 2 4.24 12 6 3x4 1 m d d 7 4 4x6 = 5 3 2x4 II 5-7-2 5-7-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.79 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(TL) -0.11 4-5 >580 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:28 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=287/Mechanical,2=233/Mechanical,4=60/Mechanical Max Horz 5=201(LC 8) Max Uplift 5=-161(LC 8),2=-273(LC 8),4=-5(LC 8) Max Grav 5=287(LC 1),2=233(LC 1),4=115(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=39ft;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 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 lb uplift at joint 5,273 lb uplift at joint 2 and 5 lb uplift at joint 4. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)182 lb down and 135 lb up at 2-9-15,and 194 lb down and 123 lb up at 2-9-15 on top chord,and 8 lb down and 29 lb up at 2-9-15,and 33 lb down at 2-9-15 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=90,3-5=-20 Concentrated Loads(lb) Vert:7=-5(F=-1,B=-5) ®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 p 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 Boat Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 � J Job Truss Truss Type Qty Ply Burke Res T11347046 J33708 ZHJ5B Diagonal Hip Girder 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:06 2017 Page 1 I D:_YlxsBG oL819 MC4kOA4rJGzGI S n-rZghQ2 FOtjDsTbnZYrBagyu6TB bHUtoEeegTrvz61 CZ -2-45 4-1-7 7-0-2 2-4-5 4-1-7 2-10-11 Scale=1:18.6 4 I� 3x4 4.24 12 3 v N N N 11 6 5 ?� 2 N YI 3x4 12 7 1 5x5 = 3x4 = 2.12 12 4-1-7 7-0-2 4-1-7 2-10-11 Plate Offsets(X,Y)— i2:0-0-1.0-0-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) -0.12 7-10 >689 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(TL) -0.11 7-10 >765 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-MP Weight:31 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1 0-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=121/Mechanical,2=491/0-10-9,5=187/Mechanical Max Horz 2=402(LC 24) Max Uplift 4=-171(LC 24),2=-679(LC 8),5=146(LC 8) Max Grav 4=140(LC 17).2=715(LC 28),5=323(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=871/189 BOT CHORD 2-7=333/580,6-7=-329/593 WEBS 3-6=630/349 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 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 171 lb uplift at joint 4,679 lb uplift at joint 2 and 146 lb uplift at joint 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 Ito down and 154 lb up at 1-4-15,218 lb down and 154 Ito up at 1-4-15,and 194 lb down and 123 Ito up at 4-2-15,and 194 lb down and 123 Ito up at 4-2-15 on top chord,and 119 lb down and 84 lb up at 1-4-15,119 lb down and 84 lb up at 1-4-15,and 33 lb down at 4-1-7,and 33 lb down at 4-1-7 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=90,7-8=-20,5-7=20 Concentrated Loads(lb) Vert:7=-1(F=-1,B=-1)11=99(F=50,B=50)12=84(F=42,B=42) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 verity the applicability of design parameters and property Incorporate this design Into the overall q � building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivi iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPIt 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 4 , Job Truss Truss Type City Ply Burke Res T11347047 J33708 ZHJ5C Diagonal Hip Girder 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:07 2017 Pagel ID:_YlxsBGoL819MC4kOA4rJGzGISn-JI03dOF0el Li51M16YiphARHDaxyDFdNtIP1 OLz61CY -2-45 3-2-0 6-5-11 7-0-2 2-45 3-2-0 3-3-11 05-7 Scale=1:19.6 3x4 II 4 I� 4.24 12 14 n 4x4 3 N 13 16 o 2 4x6— v LJ 2.12 12 15 9 8 1 2x4 13x6 _ 4x4 = 3-2-0 3-8-8 6-5-11�7-0-2 3-2-0 06.8 2-9-3 0-0-7 Plate Offsets(X,Y)— f4:0-2-14.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) -0.10 9-12 >836 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(TL) -0.10 9-12 >779 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Weight:34 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 4-8-15 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. Except: 6-0-0 cc bracing:7-9 Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=169/Mechanical,2=508/0-10-15,6=171/Mechanical Max Horz 2=393(LC 24) Max Uplift 4=185(LC 8),2=-690(LC 8),6=-111(LC 8) Max Grav 4=171(LC 17),2=714(LC 28),6=268(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1034/242 BOT CHORD 2-9=391/725,6-7=-763/1437 WEBS 3-6=1411/747 NOTES- 1)Wind:ASCE 7-10;VuK=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 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 185 lb uplift at joint 4,690 lb uplift at joint 2 and 111 lb uplift at joint 6. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 154 lb up at 1-4-15,218 lb down and 154 lb up at 1-4-15,and 192 lb down and 122 lb up at 4-2-15,and 227 lb down and 112 lb up at 4-2-15 on top chord,and 119 lb down and 84 lb up at 1-4-15,119 lb down and 84 lb up at 1-4-15,and 37 lb down and 67 lb up at 4-2-15,and at 4-2-15 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:14=90,9-10=-20,8-9=20,5-7=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE, p! Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �y' a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall q�i�•YYi building design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing lyl iTekw 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 ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Burke Res T11347047 J33708 ZHJ5C Diagonal Hip Girder 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:07 2017 Page 2 ID:_YlxsBGoL819MC4kOA4rJGzGISn-JI03dOFOel Li51Ml6YiphARHDaxyDFdNti P 1 OLz61CY LOAD CASE(S) Standard Concentrated Loads(lb) Vert:13=99(F=50,B=50)14=-18(F)15=84(F=42,B=42)16=37(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 A Job Truss Truss Type Qty Ply Burke Res T11347048 J33708 ZHJ5D Diagonal Hip Girder 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:07 2017 Page 1 ID:_YlxsBGoLB 19MC4kOA4rJGZGISn-JI03dOFOe1 Li51M16YiphARHDa)dDF6NUP 1 OLz61CY -2-4-5 3-1-7 7-0-2 2-4-5 3-1-7 3-10-11 Scale=1:18.6 4 I� 4.24 12 14 3x4 N N v 3 0 0 N {� N 13 2 3x6 6 516 Li 4x4= I 9 6 1 2x4 II 44 = 15 3-1-7 41-7 7-0-2 3-1-7 1-0-0 2-10-11 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) 0.13 8 >640 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(TL) -0.15 8 >551 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=177/Mechanical,2=535/1-5-0,5=150/Mechanical Max Horz 2=402(LC 24) Max Uplift 4=-197(LC 8),2=647(LC 8),5=69(LC 8) Max Grav 4=177(LC 1),2=652(LC 28),5=215(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=881/176 BOT CHORD 2-9=328/617,6-7=-803/1513 WEBS 3-6=1525/810 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 2)Plates checked for a plus or minus O 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 20.0 sf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 9 P 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 197 Ito uplift at joint 4,647 lb uplift at joint 2 and 69 lb uplift at joint 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 Ito down and 154 lb up at 1-5-0,218 lb down and 154 Ito up at 1-5-0,and 194 Ito down and 123 Ito up at 4-2-15,and 194 lb down and 123 lb up at 4-2-15 on top chord,and 119 lb down and 84 lb up at 1-5-0 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:14=90,9-10=-20,8-9=20,5-7=-20 Concentrated Loads(lb) Vert:13=99(F=50,B=50)15=42(B) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Nat building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldancs regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLFTP11 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,Alexandda,VA 22314. Tampa,FL 36610 x Job Truss Truss Type Qty Ply Burke Res T11347049 J33708 ZHJ5E Diagonal Hip Girder 1 1 Jab Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:08 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-nxySdGePLTZjvxyfGE2EN_au_EtykDX6y9awoz6lCX 2-3-2 3-2-13 5-3-9 6-7-14 2-3-2 0-11-11 2-0-12 1-4-4 Scale=1:18.3 3 4.24 12 3x4 13 2 N N 12 1 LJ O 3x6 16 5 4 116b 3x4 = 8 15 7 2x4 I I 14 2x4 = 0 2-3-2 3-2-3 --13 6-- 0 , 2-2-12 0-11-11 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.30 Vert(LL) 0.08 7 >991 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(TL) -0.09 7 >923 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) -0.03 4 file n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MP Weight:28 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. Except: 2-8:2x4 SP No.3 10-0-0 oc bracing:6-8 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=306/1-0-0,3=146/Mechanical,4=219/Mechanical Max Horz 1=256(LC 8) Max Uplift 1=-244(LC 8).3=-162(LC 8),4=-169(LC 8) Max Grav 1=448(LC 28),3=149(LC 17),4=259(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=690/348 BOT CHORD 1-8=515/607,5-6=-841/990 WEBS 2-5=1018/865 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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)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 244 lb uplift at joint 1,162 lb uplift at joint 3 and 169 lb uplift at joint 4. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)202 lb down and 138 Ito up at 1-0-12,and 182 lb down and 135 Ito up at 3-10-11,and 194 lb down and 123 lb up at 3-10-11 on top chord,and 121 lb down and 80 lb up at 1-0-12,and 8 lb down and 29 lb up at 3-10-11,and 33 Ito down at 3-10-11 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=90,8-9=-20,7-8=20,4-6=-20 Concentrated Loads(lb) Vert:12=44(B)14=38(B)15=5(F=-5,B=-1) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 t ,Y Job Truss Truss Type Qty Ply Burke Res T11347050 J33708 ZHJ5F Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:09 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-G8Wg23HGAecQL3WBDzIHnbWcjOhVhCxgKcu7SEz61CW -2-0-5 2-7-12 6-2-14 7-0-2 2-4-5 2-7-12 3-7-1 0-94 Scale=1:19.6 3x4 11 5 2x4 4 4.24 12 16 3x4 N 3 0� N 15 2 LJ 4Xts7 6 17 16 10 9 2x4 II d 1 2x4 1 3x4 = 11 4x4 = 0 5-2-14 -0- 0 . 2-7-6 2-7-2 1-0-0 0-9-0 Plate Offsets(X,Y)— I2:0-0-1,0-0-51.15:0-2-14.0-0-81 I8:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) 11defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) 0.03 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.39 Vert(TL) -0.04 9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:39 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 4-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:8-10 FMiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length)2=0-10-9,11=1-9-5. (lb)- Max Horz 2=393(LC 24) Max Uplift All uplift 100 lb or less atjoint(s)5 except 2=-402(LC 8),11=-444(1_C 8) Max Grav All reactions 250 lb or less at joint(s)5,7,2 except 11=798(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=593/683 BOT CHORD 2-11=-605/368 WEBS 3-11=-557/441,8-11=-583/352,3-8=-391/637 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 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 togirder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 2=402,11=444. 7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 154 lb up at 1-4-15,218 lb down and 154 lb up at 1-4-15,and 194 lb down and 123 lb up at 4-2-15,and 194 lb down and 123 lb up at 4-2-15 on top chord,and 119 lb down and 84 lb up at 1-4-15,119 lb down and 84 lb up at 1-4-15,and 33 lb down at 4-2-15,and 33 lb down at 4-2-15 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=90,10-12=20,9-10=-20,6-8=20 ®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 ANSIM111 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 X Job Truss Truss Type Qty Ply Burke Res T11347050 J3370B ZHJ5F Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:09 2017 Page 2 I D:_YlxsBGoLB 19 M C4kOA4rJ GzG[Sn-GS Wg23 H GAecQL3 W8Dz]H n b WcjO hVh Cxg Kcu7SEz61 CW LOAD CASE(S) Standard Concentrated Loads(lb) Vert:15=99(F=50,B=50)17=84(F=42,B=42)18=-1(F=-1,B=-1) ®WARNING-Verily design parameters and READ NOTES ON 7MS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 MOW always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Burke Res T11347051 J3370B ZHJ5G Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:10 2017 Page 1 I D:_YlxsBGoLB19MC4kOA4rJGzGISn-kK4CFPlvxykHyD5KngGWJo3nSoz8QeOgZGeh_gz61CV -2-4-5 3-7-1 7-0-2 24-5 3-7-1 3-5-1 Scale=1:18.5 4 I$ 4.24 12 3x4 % 14 qq 3 y N O N 13 2 34 o 17 6 5 0 4x4= 15 9 16 8 1 2x4 II 4x4= 3-7-1 4-7-1 7-0-2 3-7-1 1-0-0 25-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) -0.10 9-12 >831 240 MT20, 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.68 Vert(TL) -0.09 9-12 >878 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=152/Mechanical,2=500/0-10-15,5=170/Mechanical Max Horz 2=402(LC 8) Max Uplift 4=-167(LC 8),2=-673(LC 8),5=-104(LC 8) Max Grav 4=160(LC 17),2=722(LC 28),5=289(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1002/188 BOT CHORD 2-9=339/690,7-9=46/264,3-7=3/314,6-7=554/1125 WEBS 3-6=1160/571 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 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 lb uplift at joint(s)except Qt=lb) 4=167,2=673,5=104. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 154 lb up at 1-4-15,218 lb down and 154 lb up at 1-4-15,and 194 lb down and 123 lb up at 4-2-15,and 194 lb down and 123 lb up at 4-2-15 on top chord,and 119 lb down and 84 Ib up at 1-4-15,119 lb down and 84 lb up at 14-15,and 33 lb down at 4-2-15,and 33 lb down at 4-2-15 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:14=90,9-10=-20,8-9=20,5-7=-20 Concentrated Loads(lb) Vert:13=99(F=50,B=50)15=84(F=42,B=42)16=-1(F=-1,B=-1) ®WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p■■�.YY building design.Bracing indicated is la prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ty0)lT ek" i �qq s 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,Fdexandria,VA 22314. Tampa,FL 36610 Job r Truss Truss Type Qty Ply Burke Res T11347052 J33708 ZHJ5H Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:47:11 2017 Page 1 ID:_YlxsBGoL819MC4k0A4rJGzGISn-kK4CFPlvxykHyD5KngGWJo3nSozbQgHgZGeh fz61CV -2-4-5 3-9-3 7-2-4 2-4-5 3-9-3 3-5-0 Scale=1:18.5 4 Id 3x4 4.24 12 12 3 o 9 N N 11 2 7 13 6 5 1 1x4 II 3x4= 4x4 = r 3-93 7-2-4 3-93 3-5-0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) -0.06 7-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.65 Vert(TL) -0.05 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:32 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required crass bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=134/Mechanical,2=566/0-10-15,5=202/Mechanical Max Horz 5=408(LC 8) Max Uplift 4=152(LC 8).2=-633(LC 8),5=-124(LC 8) Max Grav 4=144(LC 17),2=609(LC 28),5=271(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 2-3=856/168 BOT CHORD 2-7=84/931,6-7=-84/931,5-6=0/408 WEBS 3-7=0/265,3-6=645/345 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;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 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 lb uplift at joint(s)except(jt=lb) 4=152,2=633,5=124. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 154 lb up at 1-4-15,218 lb down and 154 lb up at 1-4-15,and 194 lb down and 123 lb up at 4-2-15,and 194 lb down and 123 lb up at 4-2-15 on top chord,and 33 lb down at 4-2-15,and 33 lb down at 4-2-15 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=90,5-8=-20 Concentrated Loads(lb) Vert:11=99(F=50,B=50)13=-1(F=-1,B=-1) ®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 i.Y■■■ building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M(T2{C" is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN 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 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 orX-bracing,is always required. See SCSI. 0 � if 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 °�o may require bracing,or alternative Tor I T O y �, 9 0 bracing should be considered. _ ° ��� O 3. Never exceed the design loading shown and never ds�°� 8 0 stack materials on inadequately braced trusses. 0 0- 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7 s csb I I.— designer,erection supervisor,property owner and plates 0- 'lid'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 ANSIrrPI 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 ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication.. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE [CC-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 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at h ft.spacing, 9 y or less,'rf 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. 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 E29environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 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 Im I DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, MToki 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.10/03/2015